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JP3502892B1 - Two steel fastening structure and fastening parts used for the fastening structure - Google Patents

Two steel fastening structure and fastening parts used for the fastening structure

Info

Publication number
JP3502892B1
JP3502892B1 JP2003056999A JP2003056999A JP3502892B1 JP 3502892 B1 JP3502892 B1 JP 3502892B1 JP 2003056999 A JP2003056999 A JP 2003056999A JP 2003056999 A JP2003056999 A JP 2003056999A JP 3502892 B1 JP3502892 B1 JP 3502892B1
Authority
JP
Japan
Prior art keywords
steel material
nut
wedge
fastening
steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2003056999A
Other languages
Japanese (ja)
Other versions
JP2004245399A (en
Inventor
博信 黒田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2003056999A priority Critical patent/JP3502892B1/en
Application granted granted Critical
Publication of JP3502892B1 publication Critical patent/JP3502892B1/en
Publication of JP2004245399A publication Critical patent/JP2004245399A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
  • Clamps And Clips (AREA)
  • Bolts, Nuts, And Washers (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

【要約】 【課題】 二鋼材を頑丈に締結できて、また高層建築物
や耐震建築物の要請にも十分に対応でき、しかも、安全
容易に高能率で、且つ安価に施工できる二鋼材接合構造
と、その接合構造に用いる締結部品を提供することにあ
る。 【解決手段】 第一鋼材P1と、第三鋼材Hと、鋼材取
付けボルト17と、ボルトに嵌挿する締付けリング8と
を備え、第三鋼材は少なくともエンドプレートh1に取
付孔h2を穿設し、第一鋼材は第三鋼材エンドプレート
の取付孔に対応する位置にナット機能部1を備え、ボル
トは締付けリングを介して取付孔よりナット機能部に螺
入し、第三鋼材と第一鋼材とを固定している。また、第
一鋼材P1と第二鋼材P2との間に、相対向面が反対方
向に傾斜する楔対偶4を介在し、第二鋼材の外側から楔
対偶を貫通し第一鋼材のナット機能部に螺合するボルト
7の螺進により拡厚作用し、両鋼材に摩擦接合してい
る。
Abstract: PROBLEM TO BE SOLVED: To provide a two-steel material joint structure capable of firmly fastening two steel materials, sufficiently responding to the demands of a high-rise building or an earthquake-resistant building, and which can be constructed easily, safely, efficiently, and inexpensively. And to provide a fastening component used for the joining structure. SOLUTION: A first steel material P1, a third steel material H, a steel material mounting bolt 17, and a tightening ring 8 to be inserted into the bolt are provided, and the third steel material has at least a mounting hole h2 formed in an end plate h1. The first steel material has a nut function part 1 at a position corresponding to the mounting hole of the third steel material end plate, and the bolt is screwed into the nut function part from the mounting hole via a tightening ring, and the third steel material and the first steel material And fixed. Further, a pair of wedges 4 whose opposing surfaces are inclined in the opposite direction is interposed between the first steel material P1 and the second steel material P2, and penetrates the wedge pairs from the outside of the second steel material, and a nut function part of the first steel material. The thickening action is performed by the advancing of the bolt 7 screwed into the steel member, and frictionally joined to both steel materials.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、鋼材同士の締結、
より詳しくは、第一鋼材と第二鋼材、又は第一鋼材と第
三鋼材との締結構造、及びその締結構造に用いる締結部
品、より詳しくは、ナット機能部と楔対偶とボルトと締
付けリングと確認シールに関するものである。
TECHNICAL FIELD The present invention relates to the fastening of steel materials,
More specifically, a fastening structure of a first steel material and a second steel material, or a first steel material and a third steel material, and a fastening component used for the fastening structure, more specifically, a nut function portion, a wedge pair, a bolt, and a tightening ring. It is about the confirmation sticker.

【0002】[0002]

【従来の技術】鉄骨構造物における鉄骨柱梁の締結は、
建物の構造的強度と、建物自体の精度に関わる重要事項
であり、従前から数々の提案が為されている。例えば、
特開平9−32111号公報(従来例1とする)におけ
る鉄骨柱梁の締結構造は、所定寸法の厚肉角度鋼管を挟
んで、その上部に上側角型鋼管柱を、下部に下側角型鋼
管柱を溶接する一方、厚肉角度鋼管の上下側面に梁端金
具を各々ボルト止めし、該梁端金具を介して鉄骨柱梁を
高力ボルトにより締結した構造になっている。
2. Description of the Related Art Fastening steel column beams in steel structures is
This is an important matter related to the structural strength of the building and the accuracy of the building itself, and many proposals have been made in the past. For example,
In the fastening structure of a steel-column beam in Japanese Patent Application Laid-Open No. 9-32111 (referred to as Conventional Example 1), a thick-walled angle steel pipe having a predetermined size is sandwiched, and an upper rectangular steel pipe column is provided at the upper portion and a lower rectangular steel pipe is provided at the lower portion. While the steel pipe columns are welded, beam end fittings are respectively bolted to the upper and lower side surfaces of the thick-walled angle steel pipe, and the steel frame pillar beams are fastened with high-strength bolts through the beam end fittings.

【0003】鉄骨柱に鉄骨柱梁を締結する他の方法とし
て、鉄骨柱の鉄骨柱梁に水平ダイヤフラムを装着し、こ
の水平ダイヤフラムに鉄骨柱梁を溶接締結するものが知
られているし、溶接作業を必要としない柱締結方法とし
て、特開平5−263468号と特開平11−3242
26号公報(従来例2とする)の如く、鋼管柱の梁締結
部分に補強部材を内装し、この補強部材を利用して鉄骨
柱梁をボルトで締結する方法が提案されている。
As another method of fastening a steel column beam to a steel column, a method is known in which a horizontal diaphragm is attached to the steel column beam of the steel column and the steel column beam is welded and fastened to this horizontal diaphragm. As a column fastening method that does not require work, JP-A-5-263468 and JP-A-11-3242.
As disclosed in Japanese Patent No. 26 (referred to as Conventional Example 2), a method has been proposed in which a reinforcing member is internally provided in a beam fastening portion of a steel pipe column and the steel column beam is fastened with a bolt by using this reinforcing member.

【0004】[0004]

【発明が解決しようとする課題】従来例1にあっては、
工事現場で厚肉角形鋼管の上下部に上側角形鋼管柱と下
側角形鋼管柱とを溶接しているので、鋼材の複雑な加工
や溶接に手間が掛かり、溶接の品質管理にも一定のコス
トが掛かると言う欠点があった。従来例2にあっては、
鋼管柱内に補強部材を挿入し、この補強部材を梁締結部
に確実に固定する作業に手間が掛かり、精度の確保が困
難であることに変わりはなく、しかも補強部材に梁材を
ボルト締結する際に、鋼管柱内側の手の届かない場所に
おいては、特別に梁締結部を増厚加工した鉄骨柱梁に、
高価なワンサイドボルトを使用せざるを得ず、また、通
常の高力ボルトを使用する場合には、鋼管柱に手を差し
入れるための開口部を設け、鋼管柱の強度を犠牲にして
なければならなかった。
In the prior art example 1,
At the construction site, the upper and lower rectangular steel pipe columns are welded to the upper and lower parts of the thick-walled rectangular steel pipe, which complicates the processing and welding of steel materials, and the quality control of welding is at a constant cost. There was a drawback that it cost. In Conventional Example 2,
It takes time and effort to insert a reinforcing member into the steel pipe column and securely fix the reinforcing member to the beam fastening part, and it is difficult to ensure accuracy, and the beam member is bolted to the reinforcing member. When doing this, in a place that is out of reach of the inside of the steel pipe column, use a steel-framed column beam with a thickened beam fastening part,
If you have no choice but to use expensive one-sided bolts, and if you use ordinary high-strength bolts, provide an opening for inserting your hand in the steel pipe column and sacrifice the strength of the steel pipe column. I had to do it.

【0005】これまで提案されてきた鉄骨柱梁の締結技
術は、頗る複雑で高度の加工技術を必要としたり、多く
の切断や溶接工程を必要とするため、手間が掛かるとい
う問題点があると共に、定められた強度的と精度を確保
するには、高度の熟練を要する等の問題があった。しか
も、施工に手間が掛かり過ぎて、工費も嵩むといった難
点があり、該難点を改善するために、施工を迅速化して
工費を安価にすると、対荷重性や耐震性等の強度面に難
点を生じやすくなる問題点もあった。
[0005] The fastening techniques of steel-framed columns and beams that have been proposed so far require a complicated and high-level processing technique, and many cutting and welding processes, which are troublesome. However, there is a problem that a high degree of skill is required to secure the prescribed strength and accuracy. Moreover, there is a problem that the construction is too time-consuming and the construction cost is high, and in order to improve the difficulty, if the construction is speeded up and the construction cost is reduced, there is a problem in strength such as load resistance and earthquake resistance. There were also problems that were likely to occur.

【0006】即ち、鉄骨柱梁の締結技術において、構造
的強度と施工性の間に、二律背反的な技術的課題が内在
していた。また、締結状態の点検時に、所定のトルクで
締付けられているか否かを簡単に確認できない不便があ
つた。そこで本発明は、従来の鋼材締結構造に上記のよ
うな難点があったことに鑑みて為されたもので、その目
的とするところは、二鋼材を構造的に強度低下を招くこ
となく頑丈に締結でき、しかも熟練を要することなく高
能率に、安全容易に、且つ安価に施工できる二鋼材締結
構造、特に高層建築物や耐震建築物の要請にも十分に対
応できる二鋼材締結構造と、その締結構造に用いる締結
部品を提供することにある。
[0006] That is, in the fastening technique of steel frame beams, there is an inherently contradictory technical problem between structural strength and workability. In addition, when inspecting the fastening state, it is inconvenient to easily check whether or not the fastening has been performed with a predetermined torque. Therefore, the present invention has been made in view of the above-described drawbacks in the conventional steel fastening structure, and the purpose thereof is to make two steel materials sturdy without causing structural deterioration in strength. A two-steel material fastening structure that can be fastened, and that can be constructed efficiently, safely, easily and inexpensively without requiring skill, especially a two-steel material fastening structure that can sufficiently meet the demands of high-rise buildings and earthquake-resistant buildings, and It is to provide a fastening component used for a fastening structure.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明の二鋼材締結構造は、請求項1として、隙間
を有して相対する第一鋼材と第二鋼材、及び両鋼材間に
装着する楔対偶と、第二鋼材の外側から楔対偶を貫通し
第一鋼材に設けたナット機能部に螺合するボルトとを備
え、楔対偶は傾斜面を有する第一楔板と、該楔板と反対
方向の傾斜面を有する第二楔板とに、両楔板の肉厚端側
から肉薄端側に向けて先細となるテーパー長孔を設け、
傾斜面を相互に面接した状態で、長孔小径部が連通する
最小楔対偶厚さから、長孔大径部が連通する最大楔対偶
厚さまでの範囲でスライド自在となり、ボルトは頭部と
雄ねじ部との間に、ねじ部径より大径の円形胴部と、該
胴部より雄ねじ部に向けて先細と成る円錐部とを備え、
ボルトの螺進に従って円錐部で第二楔板を長孔小径部側
から長孔大径部側にスライドし、楔対偶厚さを拡厚して
両鋼材に摩擦接合する。
In order to achieve the above-mentioned object, the two-steel material fastening structure of the present invention is, as claimed in claim 1, a first steel material and a second steel material facing each other with a gap, and between both steel materials. And a bolt that penetrates the wedge pair from the outside of the second steel material and is screwed into a nut function portion provided on the first steel material, and the wedge pair has a first wedge plate having an inclined surface, and The second wedge plate having an inclined surface in the opposite direction to the wedge plate is provided with a tapered long hole that tapers from the thick end side of both wedge plates toward the thin end side,
With the inclined surfaces in contact with each other, it becomes slidable within the range from the minimum wedge pair thickness where the long hole small diameter portion communicates to the maximum wedge pair thickness where the long hole large diameter portion communicates. A circular barrel having a diameter larger than the diameter of the screw portion, and a conical portion tapering from the barrel toward the male screw portion,
The second wedge plate is slid from the long hole small diameter portion side to the long hole large diameter portion side at the conical portion in accordance with the screw advancement of the bolt, and the wedge pair thickness is increased to frictionally join both steel materials.

【0008】請求項2として、請求項1記載の二鋼材締
結構造において、少なくとも第二楔板は、テーパー長孔
にボルト円錐部の傾斜角度と一致する傾斜周面を設け、
ボルトの雄ねじ部は第一楔板の長孔小径部より小径であ
り、円形胴部は前記長孔小径部より大径で長孔大径部
り小径であり、円錐部と傾斜周面とが面接触し得る。請
求項3として、請求項2記載の二鋼材締結構造におい
て、ボルト円錐部が第二楔板のテーパー長孔を貫通し、
第一楔板のテーパー長孔内まで挿入することで、第一楔
板も円錐部の挿入に従って長孔大径部側にスライドし、
楔対偶厚さを更に拡厚し得るようにした。請求項4とし
て、請求項1,2または3記載の二鋼材締結構造におい
て、第一楔板と第二楔板とに、傾斜面を相対する状態に
保持しながらテーパー長孔の長手方向へのスライドを可
能にする楔ガイドを備えている。
According to a second aspect of the present invention, in the two-steel material fastening structure according to the first aspect, at least the second wedge plate is provided with a tapered elongated hole and an inclined peripheral surface that matches the inclination angle of the bolt cone.
The male thread portion of the bolt has a diameter smaller than that of the long hole small diameter portion of the first wedge plate , and the circular body has a diameter larger than that of the long hole small diameter portion and smaller than that of the long hole large diameter portion . Surface contact can be made with the inclined peripheral surface. As a third aspect, in the two-steel material fastening structure according to the second aspect, the bolt cone portion penetrates the tapered long hole of the second wedge plate,
By inserting into the tapered long hole of the first wedge plate, the first wedge plate also slides toward the large diameter part of the long hole as the conical part is inserted,
The wedge pair thickness can be further increased. As a fourth aspect, in the two-steel material fastening structure according to the first, second, or third aspect, while maintaining the inclined surfaces of the first wedge plate and the second wedge plate in a state of facing each other, the tapered elongated hole is formed in the longitudinal direction. It is equipped with a wedge guide that allows sliding.

【0009】請求項5として、請求項4記載の二鋼材締
結構造において、第一楔板と第二楔板との何れか一方の
鋼材当接側にナット係合部を、ナット機能部の第二鋼材
側にナット係合部に係合する楔保持部を設け、該楔保持
部に楔対偶を予め係合しておけるようにした。請求項6
として、請求項1,2または4記載の二鋼材締結構造に
おいて、第一楔板と第二楔板との何れか一方を、第一鋼
材又は第二鋼材に固着する固定楔板とし、他方を固定楔
板の傾斜面に沿ってスライドする可動楔板としたもので
あり、固定楔板にテーパー長孔と、可動楔板のテーパー
長孔に連通する円錐孔との一方を設けている。
According to a fifth aspect of the present invention, in the two-steel material fastening structure according to the fourth aspect, a nut engaging portion is provided on a steel material contacting side of either the first wedge plate or the second wedge plate, and the nut functional portion of the nut functional portion is provided. A wedge holding portion that engages with the nut engaging portion is provided on the second steel material side, and the wedge pair can be previously engaged with the wedge holding portion. Claim 6
In the two-steel material fastening structure according to claims 1, 2, or 4, one of the first wedge plate and the second wedge plate is a fixed wedge plate fixed to the first steel material or the second steel material, and the other is The movable wedge plate slides along the inclined surface of the fixed wedge plate, and the fixed wedge plate is provided with one of a tapered elongated hole and a conical hole communicating with the tapered elongated hole of the movable wedge plate.

【0010】請求項7として、請求項1〜6記載の何れ
か一に記載の二鋼材締結構造において、締付けリングを
介してボルトを締付け、締付けリングの座面側に設けた
反力受けを第二鋼材に摩擦接合している。
According to a seventh aspect of the present invention, in the two-steel material fastening structure according to any one of the first to sixth aspects, a bolt is tightened via a tightening ring, and a reaction force receiver provided on the bearing surface side of the tightening ring is used. It is friction bonded to two steel materials.

【0011】削除。Deleted.

【0012】請求項8として、請求項1〜7記載の何れ
か一に記載の二鋼材締結構造において、ナット機能部
を、第一鋼材貫通穴に一方側から取付ける筒状のナット
止金具と、該金具内に第一鋼材の他方側から取付ける固
定ナットとで構成し、ナット止金具と固定ナットとの少
なくとも一方を螺合手段にて取付け、ナット止金具の挿
入制限鍔を第二鋼材に当設している。請求項9として、
請求項1〜7記載の何れか一に記載の二鋼材締結構造に
おいて、ナット機能部を、第一鋼材貫通穴に一方側から
取付ける筒状のナット止金具と、該金具内に第一鋼材の
他方側から取付ける固定ナットとで構成し、ナット止金
具と固定ナットとの少なくとも一方を圧入手段で取付
け、ナット止金具の挿入制限鍔を第二鋼材に当設してい
る。
[0012] As claimed in claim 8, in the two steel fastening structure according to any one of claims 1-7, wherein the nut functional portion, a tubular nut fastener for mounting from one side to the first steel through-hole, A fixing nut mounted from the other side of the first steel material in the metal fitting, at least one of the nut stopper metal fitting and the fixing nut is mounted by screwing means, and the insertion limiting flange of the nut stopper metal is applied to the second steel material. I have set up. As claim 9 ,
In the two-steel material fastening structure according to any one of claims 1 to 7 , a tubular nut stopper fitting the nut function part to the first steel through hole from one side, and a first steel material inside the fitting. The fixing nut is attached from the other side, and at least one of the nut stopper and the fixing nut is attached by the press-fitting means, and the insertion limiting flange of the nut stopper is provided on the second steel material.

【0013】請求項10として、請求項9記載の二鋼材
締結構造において、ナット止金具は、挿入方向の全長を
小径方向に弾性変形可能な割型胴部とし、割型胴部を小
径に弾性変形して鋼材貫通穴内へ挿通し、復元力で鋼材
貫通穴に内接している。請求項11として、請求項9
載の二鋼材締結構造において、ナット止金具は、少なく
とも挿入側を小径方向に弾性変形可能な溝付き胴部と
し、その挿入側を小径に弾性変形して鋼材貫通穴内へ挿
通し、弾性変形部の復元力で鋼材貫通穴に内接してい
る。請求項12として、請求項5,8,9,10または
11記載の二鋼材締結構造において、楔保持部をナット
止金具の第二鋼材側に設け、楔保持部に楔対偶を予め係
合しておけるようにした。請求項13として、請求項
5,8,9,10または11記載の二鋼材締結構造にお
いて、楔保持部を固定ナットの第二鋼材側に設け、楔保
持部に楔対偶を予め係合しておけるようにした。
According to a tenth aspect of the present invention, in the two-steel material fastening structure according to the ninth aspect, the nut stopper is a split-type body portion that is elastically deformable in the small-diameter direction over the entire length in the insertion direction, and the split-type body portion is elastically made to have a small diameter. It deforms and is inserted into the steel material through hole, and is inscribed in the steel material through hole by the restoring force. According to claim 11 , in the two-steel material fastening structure according to claim 9 , at least the insertion side is a grooved body portion that is elastically deformable in a small diameter direction, and the insertion side is elastically deformed to a small diameter to penetrate the steel material. It is inserted into the hole and inscribed in the steel through hole by the restoring force of the elastically deformable part. Claim 12 , Claims 5, 8 , 9 , 10 or
In the two-steel material fastening structure described in 11 , the wedge holding portion is provided on the second steel material side of the nut stopper, and the wedge pair can be engaged with the wedge holding portion in advance. As a thirteenth aspect , in the two-steel material fastening structure according to the fifth, eighth, ninth, tenth or eleventh aspect , the wedge holding portion is provided on the second steel material side of the fixing nut, and the wedge pair is previously engaged with the wedge holding portion. I was able to leave it.

【0014】請求項14として、請求項1〜13記載の
何れか一に記載の二鋼材締結構造において、所定トルク
の締付けにより変形する締付け確認シールを介してボル
トを締付け、締付け確認シールの状態を外部から目視し
得るようにしている。
According to a fourteenth aspect , in the two-steel material fastening structure according to any one of the first to thirteenth aspects, a bolt is tightened through a tightening confirmation seal that is deformed by tightening with a predetermined torque, and the state of the tightening confirmation seal is determined. It is made visible from the outside.

【0015】請求項15は、請求項1による締結構造に
用いる締結部品のボルトであり、ボルトは頭部と雄ねじ
部と間に、ねじ部径より大径の円形胴部と、該胴部より
雄ねじ部に向けて先細と成る円錐部とを備えている。
[0015] Claim 15 is the fastening part of the bolt used for the fastening structure according to claim 1, while bolt is the head and the male screw portion, a circular body portion of larger diameter than the threaded portion diameter, body portion And a conical portion tapering toward the male screw portion.

【0016】請求項16は、請求項1による締結構造に
用いる締結部品の楔対偶であり、楔対偶は傾斜面を有す
る第一楔板と、該楔板と反対方向の傾斜面を有する第二
楔板とに、両楔板の肉厚端側から肉薄端側に向けて先細
となるテーパー長孔を備え、傾斜面を相互に面接した状
態で、長孔小径部が連通する最小楔対偶厚さから、長孔
大径部が連通する最大楔対偶厚さまでの範囲でスライド
自在となる。請求項17として、請求項16記載の楔対
偶において、少なくとも第二楔板のテーパー長孔に、
求項15によるボルト円錐部の傾斜角度と一致する傾斜
周面を設け、傾斜周面に円錐部が面接触し得るようにし
た。請求項18として、請求項16または17記載の楔
対偶において、第一楔板と第二楔板とに、両楔板を相対
するように保持しながらテーパー長孔の長手方向へのス
ライドを可能にする楔ガイド部を備えている。請求項1
として、請求項16,17または18記載の楔対偶に
おいて、第一楔板と第二楔板との一方に、楔対偶装着鋼
材に設けたナット機能部に係合するナット係合部を備え
ている。
[0016] Claim 16 is a wedge even number of fastening elements used for the fastening structure according to claim 1, the wedge pair even has a first wedge plate having an inclined surface, the inclined surface of the opposite direction of the wedge plate The two wedge plates are provided with tapered long holes that taper from the thick end side to the thin end side of both wedge plates, and with the slanted surfaces in contact with each other, the smallest wedge pair with which the long hole small diameter portion communicates. It is slidable within the range from the thickness to the maximum wedge pair thickness with which the large hole large diameter portion communicates. According to claim 17 , in the wedge pair according to claim 16 , at least the tapered elongated hole of the second wedge plate is provided with a contract.
An inclined peripheral surface that matches the inclination angle of the bolt conical portion according to Requirement 15 is provided so that the conical portion can come into surface contact with the inclined peripheral surface. As the eighteenth aspect , in the wedge pair according to the sixteenth or seventeenth aspect , it is possible to slide the tapered elongated hole in the longitudinal direction while holding the first wedge plate and the second wedge plate so that both wedge plates face each other. It is equipped with a wedge guide. Claim 1
As a ninth aspect , in the wedge pair according to claim 16, 17 or 18 , one of the first wedge plate and the second wedge plate is provided with a nut engaging portion that engages with a nut function portion provided in the wedge pair mounting steel material. ing.

【0017】請求項20は、請求項9による締結構造
ナット機能部に用いる締結部品のナット止金具であり、
ナット止金具は、第一鋼材貫通穴に挿通する筒状胴部の
内周側に、固定ナットに螺合する雌ねじと、固定ナット
に係止するナット係止爪との何れか一方を備え、少なく
とも後部外周側に挿入制限鍔を備えている。請求項21
として、請求項20記載のナット止金具において、ナッ
ト止金具は挿入方向の全長に割溝を有する割型胴部を備
え、鋼材貫通穴内への挿通時に、割型胴部を鋼材貫通穴
より小径に弾性変形し得る。請求項22として、請求項
20記載のナット止金具において、ナット止金具は少な
くとも挿入側に挿入方向に平行するスリットを有する溝
付き胴部を備え、鋼材貫通穴内への挿通時に、スリット
の形成範囲を鋼材貫通穴より小径に弾性変形し得る。
A twentieth aspect of the fastening structure according to the ninth aspect is
A nut stopper for fastening parts used in the nut function part .
Nut fastener is the inner circumferential side of the cylindrical body which is inserted into the first steel through-hole, provided with a female screw that is screwed into the fixed nut, one of the nut locking pawl for locking the locking nut At least on the outer peripheral side of the rear portion, an insertion limiting flange is provided. Claim 21
As, in the nut fastener of claim 20, wherein, nuts
The toe stopper includes a split body having a split groove along the entire length in the insertion direction, and when inserted into the steel material through hole, the split body can be elastically deformed to a smaller diameter than the steel material through hole. As claim 22, claim
20. The nut stopper according to claim 20, wherein the nut stopper includes a grooved body portion having a slit parallel to the insertion direction at least on the insertion side, and a slit forming range is provided when the nut stopper is inserted into the steel through hole. It can be elastically deformed to a smaller diameter than the steel through hole.

【0018】請求項23は、請求項9による締結構造
ナット機能部に用いる締結部品の固定ナットであり、固
ナットは、請求項20のナット止金具内に螺入するナ
ット胴部と、第一鋼材の後面に当接するナット頭部と備
え、ナット胴部をナット止金具に螺入している。請求項
24は、請求項9による締結構造のナット機能部に用い
る締結部品の固定ナットであり、固定ナットは、請求項
21,22のナット止金具内に挿入するナット胴部と、
第一鋼材の後面に当接するナット頭部とを備え、ナット
止金具に取付けた時、ナット胴部に請求項20のナッ
止金具のナット係止爪に係止する金具係止部を備えてい
請求項25は、請求項23または24記載の固定ナ
ットにおいて、固定ナットはナット止金具に取付けた
時、第二鋼材側に露出する楔保持部を備え、該楔保持部
請求項19の楔対偶を係合し得るようにした。
A twenty- third aspect of the present invention is a fastening structure according to the ninth aspect .
It is a fixing nut for fastening parts used in the nut function part ,
The constant nut includes a nut body portion that is screwed into the nut stopper of claim 20 , and a nut head portion that abuts on the rear surface of the first steel material, and the nut body portion is screwed into the nut stopper. Claim
24 is used for the nut function part of the fastening structure according to claim 9.
A fixing nut of the fastening parts that, fixing nut claim
A nut body to be inserted into the nut stoppers 21 and 22 ,
And a contact with the nut head to the rear surface of the first steel, when mounted on the nut fastener, comprising a bracket locking unit for locking the nut locking nail nut fastener of claim 20 to the nut barrel The
It According to a twenty-fifth aspect of the present invention, in the fixed nut according to the twenty-third or twenty-fourth aspect , the fixed nut has a wedge holding portion exposed to the second steel material side when attached to the nut stopper, and the wedge holding portion has the wedge holding portion according to the nineteenth aspect . The mating pair can be engaged.

【0019】請求項26は、請求項7による締結構造に
用いる締結部品の締付けリングであり、締付けリング
は、鋼材より硬質の金属材で形成され、座面側にボルト
の締付けに応じて鋼材に食い込んだり摩擦接合する反力
受けを備えている。請求項27は、請求項7による締結
構造に用いる締結部品の締付けリングであり、締付けリ
ングは、鋼材より軟質の金属材で形成され、座面側にボ
ルトの締付けに応じて鋼材に湾曲当接したり摩擦接合す
る反力受けを備えている。請求項28として、請求項2
6または27記載の締付けリングにおいて、締付けリン
グは回転工具の工具係合部を備えている。
[0019] Claim 26 is a clamping ring for fastening elements to be used for fastening structure according to claim 7, tighten the ring is formed of a metallic material harder than steel, depending on the tightening of the bolt seating surface It is equipped with a reaction force receiver that cuts into and frictionally joins steel materials. Claim 27 is the conclusion according to claim 7.
A clamping ring of a fastening component for use in construction, tighten ring is formed of a metallic material softer than steel, the reaction force receiver for friction bonding or contact curved against the steel in accordance with the tightening of the bolt seating surface I have it. Claim 28 is Claim 2
6 or 27. In the tightening ring according to 6 or 27 , the tightening ring includes a tool engaging portion of a rotary tool.

【0020】請求項29は、請求項14による締結構造
に用いる締結部品の締付け確認シールであり、確認シー
ルは、表面板と裏面板との間に、一定のトルクで押し潰
されて両面板から外周に飛び出す変形層を備えている。
A twenty- ninth aspect is a fastening confirmation seal for a fastening component used in the fastening structure according to the fourteenth aspect , wherein the confirmation seal is crushed with a constant torque between the front plate and the back plate. It is provided with a deformation layer that is pushed out from the double-sided plate to the outer periphery.

【0021】[0021]

【発明の実施の形態】本発明による二鋼材締結構造と、
その締結構造に用いる締結部品の第一実施形態を図1に
基づき説明すれば、ナット機能部1を有する第一鋼材P
1と、該鋼材P1に隙間を有して相対しナット機能部1
に連通する貫通穴p2を有する第二鋼材P2と、両鋼材
P1,P2間に装着する楔対偶4と、第二鋼材P2の外
側から楔対偶4を貫通し第一鋼材P1に設けたナット機
能部1に螺合するボルト7とを備え、楔対偶4は傾斜面
5aを有する第一楔板5と、該楔板5と反対方向の傾斜
面6aを有する第二楔板6とに、両楔板5,6の肉厚端
側から肉薄端側に向けて先細となるテーパー長孔52,
62を設け、傾斜面5a,6aを相互に面接した状態
で、長孔小径部r1,r2が連通する最小楔対偶厚さt
から、長孔大径部R1,R2が連通する最大楔対偶厚さ
tまでの範囲でスライド自在となり、ボルト7は頭部7
aと雄ねじ部7dとの間に、ねじ部径φ2より大径の円
形胴部7bと、該胴部7bより雄ねじ部7dに向けて先
細と成る円錐部7cとを備え、ボルト7の螺進に従って
円錐部7cが第二楔板6のテーパー長孔62に挿入し、
そのことにより図5と6(イ)の如く長孔小径部r2側
から長孔大径部R2側にスライドし、楔対偶厚さtを拡
厚し、第一楔板5を第一鋼材P1に、二楔板6を第二鋼
材P2に摩擦接合する。
BEST MODE FOR CARRYING OUT THE INVENTION Two steel material fastening structures according to the present invention,
A first embodiment of a fastening component used for the fastening structure will be described with reference to FIG. 1. A first steel material P having a nut function portion 1 will be described.
1 and the steel material P1 with a gap therebetween, and the nut function part 1
A second steel material P2 having a through hole p2 communicating with the second steel material P1, a wedge pair 4 mounted between the steel materials P1 and P2, and a nut function provided in the first steel material P1 penetrating the wedge pair 4 from the outside of the second steel material P2. The wedge pair 4 is provided with a bolt 7 that is screwed to the portion 1, and the wedge pair 4 has a first wedge plate 5 having an inclined surface 5a and a second wedge plate 6 having an inclined surface 6a opposite to the wedge plate 5. Tapered long holes 52 that taper from the thick end side of the wedge plates 5 and 6 toward the thin end side,
62, and the minimum wedge pair thickness t through which the long hole small diameter portions r1 and r2 communicate with each other in a state where the inclined surfaces 5a and 6a are in contact with each other.
To the maximum wedge pair thickness t through which the long hole large diameter portions R1 and R2 communicate with each other, and the bolt 7 is attached to the head 7
A circular body portion 7b having a diameter larger than the diameter φ2 of the screw portion and a conical portion 7c tapering from the body portion 7b toward the male screw portion 7d are provided between a and the male screw portion 7d. Accordingly, the conical portion 7c is inserted into the tapered long hole 62 of the second wedge plate 6,
As a result, as shown in FIGS. 5 and 6A, the wedge pair thickness t is slid from the long hole small diameter portion r2 side to the long hole large diameter portion R2 side, and the first wedge plate 5 is attached to the first steel material P1. Then, the two wedge plates 6 are frictionally joined to the second steel material P2.

【0022】第一実施形態の締結構造に用いる締結部品
の一つである楔対偶4として、例えば図2の如く略同じ
大きさの第一楔板5と第二楔板6とを一対とする簡易楔
対偶4Aを用い、簡易楔対偶4Aの第一楔板5は肉厚端
側に長孔大径部R1を、肉薄端側に長孔小径部r1を有
するテーパー長孔52を板厚方向に貫通し、第二楔板6
は第一楔板5の傾斜面5aと反対方向の傾斜面6aを有
し、肉厚端側に長孔大径部R2を、肉薄端側に長孔小径
部r2を有するテーパー長孔62を板厚方向に貫通し、
傾斜面5a,6aを相互に面接した状態で、テーパー長
孔52,62の範囲内で肉厚端側、又は肉薄端側に向け
てスライド自在となる。
As the wedge pair 4 which is one of the fastening components used in the fastening structure of the first embodiment, for example, as shown in FIG. 2, a first wedge plate 5 and a second wedge plate 6 having substantially the same size are paired. Using the simple wedge pair 4A, the first wedge plate 5 of the simple wedge pair 4A has a long hole large diameter portion R1 on the thick end side and a taper long hole 52 having a long hole small diameter portion r1 on the thin end side in the plate thickness direction. The second wedge plate 6
Has an inclined surface 6a opposite to the inclined surface 5a of the first wedge plate 5, and has a tapered long hole 62 having a long hole large diameter portion R2 on the thick end side and a long hole small diameter portion r2 on the thin end side. Penetrates in the thickness direction,
In a state where the inclined surfaces 5a and 6a are in contact with each other, they can be slid toward the thick end side or the thin end side within the range of the tapered elongated holes 52 and 62.

【0023】本発明による二鋼材締結構造の第二実施形
態を、第一実施形態と相違する点について説明すれば、
第二実施形態の二鋼材締結構造は、締結部品の一つであ
る楔対偶4として、図3の如く少なくとも第二楔板6の
テーパー長孔62に、望ましくは第一楔板5と第二楔板
6のテーパー長孔52,62に、ボルト円錐部7cの傾
斜角度θと一致する傾斜周面52a,62aを設けた汎
用楔対偶4Bを用い、ボルト7の雄ねじ部7dを第一楔
板5の長孔小径部r1より小径に、円形胴部7bを前記
長孔小径部r1より大径で、長孔大径部R1より小径に
形成し、円錐部7cが傾斜周面62aと面接触しながら
図6(ロ)と図7の如くテーパー長孔52内に挿入し得
るようにする。
The second embodiment of the two-steel material fastening structure according to the present invention will be described with respect to the points different from the first embodiment.
In the two-steel material fastening structure of the second embodiment, as the wedge pair 4 which is one of the fastening components, at least the tapered elongated hole 62 of the second wedge plate 6 as shown in FIG. Using the general-purpose wedge pair 4B in which the tapered elongated holes 52 and 62 of the wedge plate 6 are provided with inclined peripheral surfaces 52a and 62a that match the inclination angle θ of the bolt conical portion 7c, the male screw portion 7d of the bolt 7 is attached to the first wedge.
In diameter than the elongated hole diameter portion r1 of the plate 5, the circular cylinder portion 7b
It is formed to have a diameter larger than the small diameter portion r1 of the long hole and smaller than the large diameter portion R1 of the long hole , and the conical portion 7c makes surface contact with the inclined peripheral surface 62a, and inside the tapered long hole 52 as shown in FIGS. To be able to insert.

【0024】本発明による二鋼材締結構造の第三実施形
態を、第一及び第二実施形態と相違する点について説明
すれば、第三実施形態の二鋼材締結構造は、図8の如く
ボルト円錐部7cが汎用楔対偶4Bの第二楔板テーパー
長孔62を貫通し、第一楔板テーパー長孔52内まで達
しており、それにより、第一楔板5のテーパー長孔52
に円形胴部7bが挿入し始めると、第二楔板6のスライ
ドが停止し、第一楔板5を長孔大径部R1側にスライド
して楔対偶厚さtを更に拡厚し、その後、第一鋼材P1
と第二鋼材P2を締結するために大部分の応力が働き、
正確なトルクで締結することが可能となるし、予め、計
算された一定の拡厚作用以上には拡厚しない拡厚制限機
能を付加することも可能となる。即ち、円形胴部7bが
第一楔板5のテーパー長孔52の半ばまで挿入し得るよ
うにすることにより、第一楔板5に円形胴部7bが挿入
し始めると、第二楔板6のスライドが停止し、第一楔板
5のみをスライドする。簡易楔対偶4Aにおいても同様
である。
The difference between the third embodiment of the two-steel material fastening structure according to the present invention and the first and second embodiments will be explained. The two-steel material fastening structure of the third embodiment is as shown in FIG. The portion 7c penetrates the second wedge plate taper slot 62 of the general wedge pair 4B and reaches the inside of the first wedge plate taper slot 52, whereby the taper slot 52 of the first wedge plate 5 is formed.
When the circular body portion 7b starts to be inserted into the, the sliding of the second wedge plate 6 is stopped, and the first wedge plate 5 is slid toward the long hole large diameter portion R1 side to further increase the wedge pair thickness t, After that, the first steel material P1
And most of the stress acts to fasten the second steel material P2,
It becomes possible to fasten with an accurate torque, and it is also possible to add a thickening limiting function that does not thicken more than a predetermined thickening action calculated in advance. That is, by allowing the circular body portion 7b to be inserted up to the middle of the tapered long hole 52 of the first wedge plate 5, when the circular body portion 7b starts to be inserted into the first wedge plate 5, the second wedge plate 6 is inserted. Stops sliding, and only the first wedge plate 5 slides. The same applies to the simple wedge pair 4A.

【0025】第一〜第三実施形態の締結構造に用いる締
結部品の一つであるボルト7は、図4の如くボルト頭部
7aより雄ねじ部7d側に、胴部径φ1の円形胴部7b
と、該胴部7bより雄ねじ部7dに向けて先細と成る円
錐部7cとを順に備え、雄ねじ部7dのねじ部径φ2が
前記長孔小径部r1より小径であり、円形胴部7bが
孔小径部r1より大径で、長孔大径部R1より小径であ
り、少なくとも第二楔板6のテーパー長孔62に挿入
し、その挿入に伴い図5と図6の如く円錐部7cの先部
が先ず第二楔板6の長孔小径部r2に当接し、第二楔板
6を長孔大径部R2側にスライドしながら、テーパー長
孔62の中間部を経て、円錐部7cの後部が長孔大径部
R2に当接し、楔対偶厚さtを拡厚にする。
The bolt 7, which is one of the fastening parts used in the fastening structures of the first to third embodiments, has a circular body portion 7b having a body diameter φ1 on the male screw portion 7d side from the bolt head 7a as shown in FIG.
And a conical portion 7c which is tapered from the body portion 7b toward the male screw portion 7d, and the thread portion diameter φ2 of the male screw portion 7d is
The diameter is smaller than the long hole small diameter portion r1 and the circular body portion 7b is long.
The diameter is larger than the hole small diameter portion r1 and smaller than the long hole large diameter portion R1, and is inserted into at least the tapered long hole 62 of the second wedge plate 6, and along with the insertion, as shown in FIGS. The tip portion first comes into contact with the long hole small diameter portion r2 of the second wedge plate 6 and slides the second wedge plate 6 to the long hole large diameter portion R2 side, while passing through the intermediate portion of the tapered long hole 62 and then the conical portion 7c. The rear portion abuts on the large diameter portion R2 of the long hole to increase the wedge pair thickness t.

【0026】本発明による二鋼材締結構造の第四実施形
態を、第一〜第三実施形態と相違する点について説明す
れば、第四実施形態の二鋼材締結構造は、締結部品の一
つである楔対偶4として、図9の如く第一楔板5の傾斜
面5a側に、テーパー長孔52の長手方向に平行するガ
イド部54を備え、該楔板5に相対する第二楔板6の傾
斜面6a側に、第一楔板5のガイド部54にスライド自
在に嵌合する被ガイド部64を備えたガイド式楔対偶4
Cを用いるものである。ガイド式楔対偶4Cのガイド部
54,64は、第一楔板5と第二楔板6とをテーパー長
孔52,62の長手方向にガイドするものであれば略目
的を達成するが、更にガイド部54,64をアリ溝状に
し、両楔板5,6を相対するように保持しながら、テー
パー長孔52,62の長手方向へのスライドを可能にす
れば、取扱いが容易になる。
Explaining the difference between the fourth embodiment of the two steel material fastening structure according to the present invention and the first to third embodiments, the two steel material fastening structure of the fourth embodiment is one of fastening parts. As a certain wedge pair 4, as shown in FIG. 9, a guide portion 54 parallel to the longitudinal direction of the tapered elongated hole 52 is provided on the inclined surface 5a side of the first wedge plate 5, and the second wedge plate 6 facing the wedge plate 5 is provided. A guide type wedge pair 4 including a guided portion 64 slidably fitted to the guide portion 54 of the first wedge plate 5 on the inclined surface 6a side of
C is used. The guide portions 54 and 64 of the guide-type wedge pair 4C achieve the general purpose as long as they guide the first wedge plate 5 and the second wedge plate 6 in the longitudinal direction of the tapered elongated holes 52 and 62. If the guide portions 54 and 64 are dovetail-shaped and the wedge plates 5 and 6 are held so as to face each other, and the tapered elongated holes 52 and 62 can be slid in the longitudinal direction, the handling becomes easy.

【0027】本発明による二鋼材締結構造の第五実施形
態を、第一〜第四実施形態と相違する点について説明す
ると、第五実施形態の二鋼材締結構造は、締結部品の一
つである楔対偶4として、図10の如く第一楔板5の鋼
材当接側、又は第二楔板6の鋼材当接側に、鋼材当接面
より内部に食い込むナット係合部56を設けた先付け楔
対偶4Dを用い、該楔対偶4Dのナット係合部56をナ
ット機能部1に設けた第一鋼材P1より第二鋼材P2側
に飛び出る楔保持部33に予め係合しておけるようにし
た。例えば、締結部品の一つであるナット機能部1の固
定ナット3として、図21の如くナット胴部3bが第一
鋼材厚さTより長い胴長ナット3Bを用い、該ナット胴
部3bの先部に楔保持部33を設けておけば、第一鋼材
P1のナット止金具2に取付けた時、楔保持部33は第
一鋼材P1から第二鋼材P2側に露出し、楔保持部33
に先付け楔対偶4Dの第一楔板5に設けたナット係合部
56を係合しておける。
Explaining the difference between the fifth embodiment of the two-steel material fastening structure according to the present invention and the first to fourth embodiments, the two-steel material fastening structure of the fifth embodiment is one of fastening parts. As the wedge pair 4, as shown in FIG. 10, a nut engaging portion 56 that bites inward from the steel material contact surface is provided on the steel material contact side of the first wedge plate 5 or the steel material contact side of the second wedge plate 6. The wedge pair 4D is used, and the nut engaging portion 56 of the wedge pair 4D can be engaged in advance with the wedge holding portion 33 protruding from the first steel material P1 provided in the nut function portion 1 to the second steel material P2 side. . For example, as the fixed nut 3 of the nut function part 1 which is one of the fastening parts, as shown in FIG. 21, a body length nut 3B having a nut body 3b longer than the first steel material thickness T is used, and the tip of the nut body 3b is used. If the wedge holding portion 33 is provided in the portion, the wedge holding portion 33 is exposed from the first steel material P1 to the second steel material P2 side when the wedge holding portion 33 is attached to the nut stopper 2 of the first steel material P1.
The nut engaging portion 56 provided on the first wedge plate 5 of the leading wedge pair 4D can be engaged.

【0028】本発明による二鋼材締結構造の第六実施形
態を、第一乃至第五実施形態と相違する点について説明
すれば、第六実施形態の二鋼材締結構造は、締結部品の
一つである楔対偶4として、図11の如く第一鋼材P1
の第二楔板6側に溶着する固定楔板15と、固定楔板1
5の傾斜面5aに沿ってスライドする可動楔板16とか
ら成る一方固定楔対偶4Eを用い、固定楔板15のテー
パー長孔52に代えてボルト円錐部7cに応じた円錐孔
53を設け、円錐孔53を第一鋼材P1のナット機能部
1に連通するようにして溶着し、可動楔板16のみをス
ライド可能にとしたものであり、可動楔板16第一楔板
5と第二楔板6との一方を固定楔板15とし、他方を可
動楔板16とする。固定楔板15を第二鋼材P2に溶着
し、可動楔板16のみをスライド可能にしても同様の目
的を達成し得る。
The sixth embodiment of the two-steel material fastening structure according to the present invention will be described with respect to the points different from the first to fifth embodiments. The two-steel material fastening structure of the sixth embodiment is one of fastening parts. As a certain wedge pair 4, as shown in FIG. 11, the first steel material P1
Fixed wedge plate 15 welded to the second wedge plate 6 side of the fixed wedge plate 1
5, a fixed wedge pair 4E composed of a movable wedge plate 16 sliding along the inclined surface 5a of 5 is used, and instead of the tapered elongated hole 52 of the fixed wedge plate 15, a conical hole 53 corresponding to the bolt conical portion 7c is provided. The conical hole 53 is welded so as to communicate with the nut function part 1 of the first steel material P1 so that only the movable wedge plate 16 can slide. The movable wedge plate 16 includes the first wedge plate 5 and the second wedge. One of the plates 6 is a fixed wedge plate 15, and the other is a movable wedge plate 16. The same purpose can be achieved by welding the fixed wedge plate 15 to the second steel material P2 and making only the movable wedge plate 16 slidable.

【0029】本発明による二鋼材締結構造の第七実施形
態を、第一乃至第六実施形態と相違する点について説明
すれば、第七実施形態の二鋼材締結構造は、図12の如
く締結部品の一つである締付けリング8を用いてボルト
7を締付けるものであり、締付けリング8は中央部にボ
ルト7の挿通孔8aを、座面側に反力受け18を備え、
ボルト7の締付け完了時に、ボルト頭部7aと第二鋼材
P2との間に介在し、反力受け18が第二鋼材P2の外
面に摩擦接合している。
Explaining the difference between the seventh embodiment of the two-steel material fastening structure according to the present invention and the first to sixth embodiments, the two-steel material fastening structure of the seventh embodiment has fastening parts as shown in FIG. The bolt 7 is tightened using a tightening ring 8 which is one of the above, and the tightening ring 8 is provided with an insertion hole 8a for the bolt 7 in the central portion and a reaction force receiver 18 on the seat surface side.
When the tightening of the bolt 7 is completed, the reaction force receiver 18 is interposed between the bolt head 7a and the second steel material P2 and frictionally joined to the outer surface of the second steel material P2.

【0030】本発明による二鋼材締結構造の第八実施形
態を、第一乃至第七実施形態と相違する点について説明
すると、第八実施形態の二鋼材締結構造は図13の如
く、第一鋼材P1と第三鋼材Hと鋼材取付けボルト1
7、及びボルト17に嵌挿する締付けリング8とを備
え、第三鋼材Hは端部にエンドプレートh1を設け、少
なくともエンドプレートh1に取付孔h2を複数穿設し
ており、第一鋼材P1は第三鋼材エンドプレートh1の
取付孔h2に対応する位置にナット機能部1を備え、ボ
ルト17は図14の如く締付けリング8を介して取付孔
h2よりナット機能部1に螺入し、第三鋼材Hと第一鋼
材P1とを固定している。
The difference between the eighth embodiment of the two-steel material fastening structure according to the present invention and the first to seventh embodiments will be described. The two-steel material fastening structure of the eighth embodiment is as shown in FIG. P1, third steel material H and steel material mounting bolt 1
7 and a tightening ring 8 to be fitted into the bolt 17, the third steel material H has an end plate h1 at its end, and at least the end plate h1 has a plurality of mounting holes h2. Is provided with the nut function part 1 at a position corresponding to the mounting hole h2 of the third steel end plate h1, and the bolt 17 is screwed into the nut function part 1 from the mounting hole h2 through the tightening ring 8 as shown in FIG. The three steel materials H and the first steel material P1 are fixed.

【0031】本発明による二鋼材締結構造の第一〜第八
実施形態に用いるナット機能部1を、図16の如く締結
部品の一つである第一鋼材貫通穴p1に一方側から取付
ける筒状のナット止金具2と、該金具2内に第一鋼材P
1の他方側から取付ける固定ナット3とで構成し、ナッ
ト止金具2と固定ナット3との少なくとも一方を螺合手
段にて取付けるか、図17の如く圧入手段(打ち込み)
にて取付けるものであり、ナット止金具2として、例え
ば鋼材貫通穴p1に挿通する筒状胴部2aの内周側に雌
ねじ21を設け、且つ少なくとも一方側(外面)の外周
に挿入制限鍔22を備えた筒状止金具2Aを用い、該筒
状止金具2Aの挿入制限鍔22が第一鋼材P1の一方側
に当接するまで挿入するものであり、固定ナット3とし
て、例えば鋼材貫通穴p1より大きいナット頭部3a
と、該頭部3aから一方側に延長するナット胴部3bと
を備え、ナット胴部3bの内周側にボルト7に螺合する
内周ネジ31を、外周側に筒状止金具2Aの雌ねじ21
に螺合する外周ネジ32を形成した螺合式ナット3Aを
用い、該ナット3Aの頭部3aを第一鋼材P1の他方側
(内面)に当接するまでナット胴部3bを筒状止金具2
Aの筒状胴部2aに螺合することで、第一鋼材P1にナ
ット止金具2を取付けるものである。
A cylindrical shape in which the nut function part 1 used in the first to eighth embodiments of the two steel material fastening structure according to the present invention is attached from one side to the first steel material through hole p1 which is one of the fastening parts as shown in FIG. Nut stopper metal fitting 2 and the first steel material P inside the metal fitting 2
1 and the fixing nut 3 attached from the other side, and at least one of the nut stopper 2 and the fixing nut 3 is attached by screwing means, or press-fitting means (driving) as shown in FIG.
As the nut stopper 2, for example, a female screw 21 is provided on the inner peripheral side of the tubular body portion 2a that is inserted into the steel through hole p1 and the insertion limiting flange 22 is provided on the outer periphery of at least one side (outer surface). The tubular stopper 2A provided with is inserted until the insertion limiting flange 22 of the tubular stopper 2A contacts one side of the first steel material P1. As the fixing nut 3, for example, the steel through hole p1 Larger nut head 3a
And a nut body portion 3b extending from the head portion 3a to one side, and an inner peripheral screw 31 to be screwed into the bolt 7 on the inner peripheral side of the nut body portion 3b, and a tubular stopper 2A on the outer peripheral side. Female screw 21
Using a threaded nut 3A formed with an outer peripheral screw 32 that is screwed to, the nut body 3b is attached to the tubular stopper 2 until the head 3a of the nut 3A abuts on the other side (inner surface) of the first steel material P1.
The nut stopper 2 is attached to the first steel material P1 by being screwed into the cylindrical body portion 2a of A.

【0032】本発明の締結構造に用いる締結部品の一つ
であるナット止金具2の内、挿入側に、第一鋼材P1の
裏面に係止する離脱防止鍔23と、挿入方向に係止する
ことなく離脱方向に係止する離脱防止爪25との一方を
備えたナット止金具2にあっては、図18の如く挿入方
向の全長に割溝26を備えた割型胴部2bの胴部変形止
金具2Bを用いると、鋼材貫通穴p1への挿通時に、割
型胴部2bを鋼材貫通穴p1より小径に弾性変形して挿
入し、その復元力で鋼材貫通穴p1に内接することがで
きる。また、図19と図20の如く挿入側にスリット2
7を備えた溝付き胴部2cの挿入部変形止金具2Cを用
いると、鋼材貫通穴p1への挿通時に、溝付き胴部2c
の挿入側、即ち、スリット27の形成範囲を鋼材貫通穴
p1より小径に弾性変形して挿入し、その復元力で鋼材
貫通穴p1に内接することができる。
Among the nut fasteners 2 which are one of the fastening parts used in the fastening structure of the present invention, the detachment prevention flange 23 which is engaged with the back surface of the first steel material P1 is engaged with the insertion side, and is engaged in the insertion direction. In the nut stopper 2 provided with one of the detachment preventing claws 25 that is locked in the detaching direction without any action, the body of the split mold body 2b having the split groove 26 in the entire length in the inserting direction as shown in FIG. When the deformation stopper 2B is used, the split mold body portion 2b can be elastically deformed into a smaller diameter than the steel material through hole p1 and inserted into the steel material through hole p1 when it is inserted into the steel material through hole p1. it can. Further, as shown in FIGS. 19 and 20, the slit 2 is provided on the insertion side.
When the insertion portion deformation prevention metal fitting 2C of the grooved body portion 2c provided with 7 is used, the grooved body portion 2c is inserted into the steel material through hole p1.
The insertion side, that is, the forming range of the slit 27 can be elastically deformed into a smaller diameter than the steel material through hole p1 and inserted, and can be inscribed in the steel material through hole p1 by its restoring force.

【0033】本発明による二鋼材締結構造の第九実施形
態を、第一〜第八実施形態と相違する点について説明す
ると、第九実施形態の二鋼材締結構造は、図12の如く
締結部品の一つである確認シール9を用いてボルト7,
17を締付けるものであり、確認シール9は図25の如
く表面板9aと裏面板9bとの間に、所定トルクの締付
けにより押し潰され両面板9a,9bから外周に飛び出
る変形層9cを備え、三重構造を成し、その中央部にボ
ルト挿通穴9dを穿設しており、ボルト7,17を所定
トルクで締付けた締付け完了時に、図7と図8の如く変
形層9cが変形状態して両面板9a,9bから外周に飛
び出し、外部から簡単に目視し得るようにしている。確
認シール9は締付けリング8と共に用いることが好まし
いが、単独で使用することも可能である。
The ninth embodiment of the two-steel material fastening structure according to the present invention will be described with respect to the difference from the first to eighth embodiments. The two-steel material fastening structure of the ninth embodiment will be described with reference to FIG. Bolts 7, using one confirmation seal 9,
As shown in FIG. 25, the confirmation seal 9 is provided with a deformation layer 9c between the front surface plate 9a and the rear surface plate 9b, which is crushed by a predetermined torque and squeezed out from the double-sided plates 9a and 9b. A triple layer structure is formed, and a bolt insertion hole 9d is formed in the center thereof, and when the bolts 7 and 17 are tightened with a predetermined torque, the deformation layer 9c is deformed as shown in FIGS. 7 and 8. It protrudes from the double-sided plates 9a and 9b to the outer circumference so that it can be easily visually checked from the outside. The verification seal 9 is preferably used with the tightening ring 8, but can also be used alone.

【0034】第七及び第八実施形態の締結構造に用いる
締結部品の一つである締付けリング8は、図22と図2
3の如く中央部にボルト7の挿通孔8aを設け、座面側
に反力受け18を備えるもので、締付けリング8とし
て、例えば図22(イ)と図23(イ)の如く第二鋼材
P2に向けて山形を成し、挿通孔8aを中心とする円弧
突条部18aを設けた突条反力受けリング8Aを用いる
か、図22(ロ)と図23(ロ)の如く第二鋼材P2に
向けて先細と成る爪部18bを数箇所に分散して設けた
楔状反力受けリング8Bを用いる。この締付けリング8
を、第二鋼材P2と第三鋼材Hより硬質の金属材で形成
することにより、ボルト7,17の締付けに応じて反力
受け18の先部、即ち、円弧突条部18aや爪部18b
の先部が図24(イ)の如く鋼材P2,Hに食い込んだ
り摩擦接合し、反対に、第二鋼材P2と第三鋼材Hより
軟質の金属材で形成することにより、ボルト7,17の
締付けに応じて反力受け18の先部、即ち、円弧突条部
18aや爪部18bの先部が図24(ロ)の如く鋼材P
2,Hに当接して湾曲したり摩擦接合する。
The tightening ring 8 which is one of the fastening parts used in the fastening structures of the seventh and eighth embodiments is shown in FIGS.
As shown in FIG. 3, the through hole 8a for the bolt 7 is provided in the central portion, and the reaction force receiver 18 is provided on the seat surface side. As the tightening ring 8, for example, a second steel material as shown in FIGS. Use a ridge reaction force receiving ring 8A that forms a chevron toward P2 and is provided with an arc ridge 18a centered on the insertion hole 8a, or use a ridge reaction force receiving ring 8A as shown in FIGS. 22 (b) and 23 (b). A wedge-shaped reaction force receiving ring 8B in which claw portions 18b that are tapered toward the steel material P2 are dispersed and provided at several locations is used. This tightening ring 8
Is formed of a metal material that is harder than the second steel material P2 and the third steel material H, the tip of the reaction force receiving member 18, that is, the arcuate ridge portion 18a and the claw portion 18b, depending on the tightening of the bolts 7 and 17.
24 (a) bites into the steel materials P2, H as shown in FIG. 24 (a) or frictionally joins them, and on the contrary, the second steel material P2 and the third steel material H are made of a softer metal material. Depending on the tightening, the tip of the reaction force receiving member 18, that is, the tip of the arcuate ridge 18a and the claw 18b, is made of steel P as shown in FIG.
2, abut on H and bend or frictionally join.

【0035】[0035]

【実施例】第一鋼材P1と第二鋼材P2との間に装着す
る楔対偶4は、上下方向か左右方向にスライドし得るよ
うに取付けることが望ましいが、楔対偶4に作用する応
力に応じてそれぞれ異なる方向に装着することも勿論可
能である。第六実施形態に使用する固定楔板15の着接
手段として、周知の溶接、接着剤、ボルト止め等を用い
る。簡易楔対偶4Aにガイド式楔対偶4Cと先付け楔対
偶4Dの少なくとも一方の特徴を付加することも可能で
あるし、汎用楔対偶4Bにガイド式楔対偶4Cと先付け
楔対偶4Dの少なくとも一方の特徴を付加することも可
能である。第八実施形態で用いるボルト17として、主
に汎用の高力ボルトやトルシア型高力ボルトを用いる。
また、この明細書において、ボルト7,17とは、図4
(ロ)の如くボルト頭部7aの頂面側に、一定のトルク
で切断するピンテール7eを備えたものも含まれる。
EXAMPLE The wedge pair 4 mounted between the first steel material P1 and the second steel material P2 is preferably mounted so as to be slidable in the vertical direction or the horizontal direction, depending on the stress acting on the wedge pair 4. It is, of course, possible to mount them in different directions. Well-known welding, adhesive, bolting or the like is used as the attachment / detachment means of the fixed wedge plate 15 used in the sixth embodiment. It is possible to add at least one characteristic of the guide wedge pair 4C and the leading wedge pair 4D to the simple wedge pair 4A, and at least one of the guiding wedge pair 4C and the leading wedge pair 4D to the general-purpose wedge pair 4B. It is also possible to add. As the bolt 17 used in the eighth embodiment, a general-purpose high-strength bolt or a torcia-type high-strength bolt is mainly used.
Further, in this specification, the bolts 7 and 17 are the same as those in FIG.
As shown in (b), a bolt head 7a having a pin tail 7e for cutting with a constant torque on the top surface side is also included.

【0036】本発明のナット機能部1は図15の如く、
ナット止金具2の使用を省略し、固定ナット3を直接第
一鋼材P1に取付けることも可能であるし、複数個の固
定ナット3を一体形成し(図示せず)、その内、幾つか
のナット胴部3bのみをナット止金具2内に圧入するこ
とも可能である。固定ナット3に楔保持部33と金具係
止部34とを設ける場合、楔保持部33が金具係止部3
4を兼ねるように設けることも可能である。また、固定
ナット3に設ける楔保持部33を、ナット止金具2の挿
入制限鍔22側に設けることも可能である。
The nut function portion 1 of the present invention is as shown in FIG.
It is also possible to omit the use of the nut stopper 2 and attach the fixed nut 3 directly to the first steel material P1, or to form a plurality of fixed nuts 3 integrally (not shown). It is also possible to press fit only the nut body 3b into the nut stopper 2. When the fixing nut 3 is provided with the wedge holding portion 33 and the metal fitting locking portion 34, the wedge holding portion 33 is used as the metal fitting locking portion 3.
It is also possible to provide so as to double as 4. Further, the wedge holding portion 33 provided on the fixed nut 3 can be provided on the insertion limiting flange 22 side of the nut stopper 2.

【0037】締付け確認シール9は表裏面板9a,9b
に硬質の金属材を用い、変形層9cに変形可能なゴムや
合成樹脂、或いはそれらの複合材を用いる。また、この
締付け確認シール9の代わりに周知のワッシャーWを用
いることも可能である。何れの場合でもボルト頭部7a
と締付けリング8の間に締付け確認シール9や周知のワ
ッシャーWを装着し、それぞれの接合面を滑らかにして
おくことで、締付けの際、ボルト頭部7aと締付けリン
グ8とがスムーズに回転し、より確実な締付けを可能に
する。
The tightening confirmation seal 9 includes front and back plates 9a and 9b.
A hard metal material is used for the deformable layer 9c, and a deformable rubber or synthetic resin or a composite material thereof is used for the deformable layer 9c. Further, a well-known washer W can be used instead of the tightening confirmation seal 9. In any case, the bolt head 7a
By mounting a tightening confirmation seal 9 and a well-known washer W between the tightening ring 8 and the tightening ring 8 to keep the respective joint surfaces smooth, the bolt head 7a and the tightening ring 8 rotate smoothly during tightening. Enables more reliable tightening.

【0038】鋼管柱に鉄骨柱梁を用いて構築する高層建
築物や耐震建築物において、本発明による二鋼材締結構
造と、その締結構造に用いる締結部品を採用し、図26
乃至図28の如く第一鋼材(鋼管柱P1)に、第三鋼材
(鉄骨梁H)を取付ける場合、鋼管柱より一回り大きて
鉄骨梁厚さTより上下に数cm長い第二鋼材(広口鋼管
P2)を用い、広口鋼管P2に鉄骨梁Hの連結部とボル
ト貫通穴p2とを設け、鋼管柱P1の鉄骨梁取付け位置
に広口鋼管貫通穴p2と連通するナット機能部1を備え
ておき、先ず鋼管柱P1に広口鋼管P2を嵌挿し、鋼管
柱P1と広口鋼管P2との隙間に楔待遇4を装着し、楔
待遇4のテーパー長孔52,62と鋼管貫通穴p2とを
ナット機能部1と連通するように保持し、広口鋼管貫通
穴p2からテーパー長孔52,62を貫通してナット機
能部1にボルト7を螺入し、楔待遇4の拡厚作用により
鋼管柱P1に広口鋼管P2とを一体化し、鉄骨梁Hの取
付けを安定にする。また、鉄骨梁Hのエンドプレートh
1と鋼管柱P1の締結に限るものではなく、特開平9−
221831号の如く、T型接合金具と鋼管柱P1の締
結にも使用可能である。
26. In a high-rise building or a seismic resistant building constructed by using a steel beam as a steel tube column, the two steel material fastening structure according to the present invention and the fastening parts used in the fastening structure are adopted.
To the first steel material (steel pipe pillar P1) as shown in FIG.
When installing (steel beam H) , a second steel material (wide mouth steel pipe ) that is one size larger than the steel pipe column and is several cm above and below the steel beam thickness T
P2) is used to provide the wide beam steel pipe P2 with the connecting portion of the steel beam H and the bolt through hole p2, and the nut function part 1 communicating with the wide beam steel pipe through hole p2 is provided at the steel beam mounting position of the steel pipe column P1. First, the wide-mouth steel pipe P2 is fitted into the steel pipe pillar P1, the wedge treatment 4 is mounted in the gap between the steel pipe pillar P1 and the wide-mouth steel pipe P2, and the tapered long holes 52 and 62 of the wedge treatment 4 and the steel pipe through hole p2 are connected to the nut function portion. 1, so that the bolt 7 is screwed into the nut function portion 1 through the tapered long holes 52 and 62 from the wide-mouth steel pipe through hole p2 and the wedge treatment 4 widens the steel pipe pillar P1. The steel pipe P2 is integrated to stabilize the attachment of the steel beam H. Also, the end plate h of the steel beam H
1 is not limited to the fastening of the steel pipe pillar P1 and is not limited to JP-A-9-
It can also be used to fasten a T-shaped fitting and a steel pipe pillar P1 as in No. 221831.

【0039】第二鋼材P2にナット機能部1を備え、該
第二鋼材P2と第一鋼材P1の間に楔待遇4を介在し、
第一鋼材P1の貫通穴p1から楔待遇4を介してナット
機能部1にボルト7を螺入することも可能である。ナッ
ト止金具2に挿入制限鍔22を備える場合、楔対偶4の
設置側に挿入制限鍔22を避けるナット逃溝55を備
え、先付け楔待遇4Dにあっては、ナット逃溝55がナ
ット係合部56を兼ねることも可能である。胴長ナット
3Bにおいて、螺合式ナット3Aの如く内周ネジ31と
外周ネジ32を備えることも可能であるが、図17の如
くナット胴部3bの外周に金具係止部34を設ける場
合、ナット止金具2の胴部2a,2b,2cの内周側に
金具係止部34に係止するナット係止爪24を設ける。
The second steel material P2 is provided with the nut function part 1, and the wedge treatment 4 is interposed between the second steel material P2 and the first steel material P1.
It is also possible to screw the bolt 7 into the nut function portion 1 from the through hole p1 of the first steel material P1 via the wedge treatment 4. When the nut stopper 2 is provided with the insertion limiting flange 22, a nut escape groove 55 for avoiding the insertion limiting flange 22 is provided on the installation side of the wedge pair 4, and in the front-end wedge treatment 4D, the nut escape groove 55 is engaged with the nut. It is also possible to serve as the unit 56. The body length nut 3B may be provided with the inner peripheral screw 31 and the outer peripheral screw 32 like the screw-type nut 3A. However, when the metal fitting locking portion 34 is provided on the outer periphery of the nut body portion 3b as shown in FIG. A nut locking claw 24 that locks with the metal fitting locking portion 34 is provided on the inner peripheral side of the body portions 2a, 2b, 2c of the fastener 2.

【0040】締付けリング8は、図7の如く外周側に回
転工具Dの外側ソケットd1の工具係合部8bを備える
か、図8の如く外周側にボルト囲い部8cを設け、該囲
い部8cの内周側に回転工具Dの内側ソケットd2の工
具係合部8bを備えている。ナット止金具2に設けるナ
ット係止爪24と離脱防止爪25は、胴部2a,2b,
2cより切り起こして形成することもできる。締付けリ
ング8の反力受け18は、実施形態に限定されるもので
はなく、ボルト7,17を締付けた時、第二鋼材P2や
第三鋼材Hに強く摩擦接合するものであれば形状は自由
であり、例えば、座面側を粗面にしても略目的を達成す
る。
The tightening ring 8 is provided with a tool engaging portion 8b of the outer socket d1 of the rotary tool D on the outer peripheral side as shown in FIG. 7, or with a bolt surrounding portion 8c on the outer peripheral side as shown in FIG. The tool engagement portion 8b of the inner socket d2 of the rotary tool D is provided on the inner peripheral side of the tool. The nut locking claw 24 and the separation preventing claw 25 provided on the nut stopper 2 are provided on the body portions 2a, 2b,
It can also be formed by cutting and raising from 2c. The reaction force receiver 18 of the tightening ring 8 is not limited to the embodiment, and may have any shape as long as it strongly frictionally joins the second steel material P2 and the third steel material H when the bolts 7 and 17 are tightened. For example, even if the seating surface side is roughened, the substantial purpose is achieved.

【0041】[0041]

【発明の効果】本発明による二鋼材締結構造は上記のと
おりであるから、次に記載する効果を奏する。請求項1
の二鋼材締結構造は、第一鋼材と第二鋼材の締結に、円
形胴部より雄ねじ部に向けて先細と成る円錐部を備えた
請求項15のボルトと、肉厚端側から肉薄端側に向けて
先細となるテーパー長孔を備えた請求項16の楔対偶と
を用いているので、ボルトを長孔小径側からナット機能
部に向けて螺進すると、円錐部が第二楔板のテーパー長
孔に入り始め楔の如く作用をなし、第二楔板のみを滑ら
かに肉厚端側にスライドし、楔対偶厚さを拡厚する。即
ち、第一鋼材と第二鋼材との間に楔待遇を装着し、該楔
待遇厚さを拡厚作用させて両鋼材を固定するものである
から、両鋼材に対する加工も最小限で済み、従来のよう
に面倒な切断加工や溶接作業を必要とせず、頗る簡単
に、且つ確実に接合固定することができる。その結果、
製品精度の低下を防ぐことができるし、作業能率や仕上
がり状態も向上し、大幅なコスト削減を図ることができ
るばかりか、楔待遇厚さの拡厚作用は第二鋼材の外側か
ら行えるので、拡厚作用も至って容易である等、その適
用範囲が極めて広く、産業上の利用価値も頗る向上す
る。簡易楔対偶は、建築用鋼材における締結の如く、一
度の締結にのみ使用するものに適している。
Since the two steel material fastening structure according to the present invention is as described above, it has the following effects. Claim 1
The two-steel material fastening structure includes a conical portion that is tapered from the circular body toward the male screw portion for fastening the first and second steel materials.
Since the bolt of claim 15 and the wedge pair of claim 16 provided with the tapered elongated hole tapering from the thick end side to the thin end side are used, the bolt is used from the small hole side to the nut function part. When it is screwed toward, the conical portion begins to enter the tapered long hole of the second wedge plate and acts like a wedge, and only the second wedge plate slides smoothly toward the thick edge side to expand the wedge pair thickness. Thicken. That is, since a wedge treatment is mounted between the first steel material and the second steel material, and both steel materials are fixed by increasing the thickness of the wedge treatment, processing for both steel materials is minimized, Unlike the conventional case, it does not require a troublesome cutting process or welding work, and can be simply and reliably joined and fixed. as a result,
It is possible to prevent deterioration of product accuracy, improve work efficiency and finish condition, and not only achieve significant cost reduction, but also increase the wedge treatment thickness from the outside of the second steel material, The thickening effect is extremely easy and the application range is extremely wide, and the industrial utility value is greatly improved. The simple wedge pair is suitable for one-time fastening, such as fastening in steel for construction.

【0042】請求項2は請求項1記載の二鋼材締結構造
において、本発明による締結部品として、第二楔板のテ
ーパー長孔の周面がボルトの挿入側から貫通側に向けて
先細となる傾斜周面を成した請求項17の楔対偶を用い
るので、長孔傾斜周面にボルト円錐部が面接触し、第二
楔板を長孔大径部側にスライドし、それによって楔対偶
厚さを厚くする。その結果、反復して締結するものに適
している。請求項3は請求項2記載の二鋼材締結構造に
おいて、ボルト円錐部が第二楔板のテーパー長孔を貫通
し、第一楔板のテーパー長孔内に入り始めると、第二楔
板のスライドが停止し、第一楔板がボルト円錐部の挿入
に従って長孔大径部側にスライドを開始して、楔対偶厚
さを更に厚くする。その後、第一楔板と第二楔板を締結
するために大部分の応力が働き、正確なトルクで締結す
ることが可能となる。このことにより、予め計算された
拡厚寸法以上には拡厚せず、第二鋼材が必要以上に拡厚
され正確な摩擦接合面を確保することができない等の不
具合を防止できる。
[0042] Claim 2 is in the two steel fastening structure according to claim 1, as a fastening part according to the invention, tapers toward the penetrating side peripheral surface of the tapered slot of the second wedge plate from the insertion side of the bolt Since the wedge pair of claim 17 which forms an inclined peripheral surface is used, the bolt cone portion makes surface contact with the inclined peripheral surface of the elongated hole, and the second wedge plate slides toward the large diameter portion of the elongated hole, whereby the wedge pair thickness is increased. Thicken. As a result, it is suitable for repetitive fastening. According to a third aspect of the present invention, in the two-steel material fastening structure according to the second aspect, when the bolt cone portion penetrates the tapered long hole of the second wedge plate and begins to enter into the tapered long hole of the first wedge plate, The slide stops, and the first wedge plate starts to slide toward the large diameter portion of the long hole as the bolt cone portion is inserted to further increase the wedge pair thickness. After that, most of the stress acts to fasten the first wedge plate and the second wedge plate, and it becomes possible to fasten them with accurate torque. As a result, it is possible to prevent a problem such that the second steel material is not thickened more than necessary in advance and the second steel material is thickened more than necessary so that an accurate friction-bonded surface cannot be secured.

【0043】請求項4は請求項1,2または3記載の二
鋼材締結構造において、本発明による締結部品として
楔ガイド部を備えた請求項18の楔対偶を用いるので、
第一楔板と第二楔板は、傾斜面を相対する状態でテーパ
ー長孔の長手方向へのスライドが自在となる。しかも、
一体的に取扱うことができるので、楔対偶の装着が極め
て簡単容易になる。
A fourth aspect of the present invention is the two-steel material fastening structure according to the first, second or third aspect, wherein the fastening part according to the present invention is :
Since the wedge pair of claim 18 provided with a wedge guide portion is used,
The first wedge plate and the second wedge plate are slidable in the longitudinal direction of the tapered elongated hole with their inclined surfaces facing each other. Moreover,
Since they can be handled as one unit, mounting of the wedge pair becomes extremely easy and easy.

【0044】請求項5は請求項4記載の二鋼材締結構造
において、本発明による締結部品として、一方の楔板に
ナット係合部を設けた請求項19の楔対偶と、ナット係
合部に係合する楔保持部を有するナット機能部を用いる
ので、楔保持部に楔対偶を予め係合しておける。即ち、
楔対偶を予めナット機能部のナット係合部に係合してお
くことができるので、鋼材間に後から楔対偶を装着する
場合より、楔対偶の装着操作等が著しく簡略になり、作
業能率が向上する。請求項6は請求項1,2または4記
載の二鋼材締結構造において、第一楔板と第二楔板との
一方を鋼材に固着する固定楔板とし、他方を固定楔板の
傾斜面に沿ってスライドする可動楔板としているので、
その分、楔対偶の取付けが簡略になる。
[0044] 5. In two steel fastening structure according to claim 4, as a fastening part according to the invention, the wedge even number of claim 19 having a nut engaging portion on one of the wedge plate, the nut engaging portion Since the nut function portion having the wedge holding portion to be engaged is used, the wedge pair can be engaged with the wedge holding portion in advance. That is,
Since the wedge pair can be engaged with the nut engaging portion of the nut function portion in advance, the operation of mounting the wedge pair can be significantly simplified as compared with the case where the wedge pair is mounted between the steel materials later, and the work efficiency is improved. Is improved. According to a sixth aspect of the present invention, in the two-steel material fastening structure according to the first, second or fourth aspect, one of the first wedge plate and the second wedge plate is a fixed wedge plate fixed to the steel material, and the other is an inclined surface of the fixed wedge plate. Since it is a movable wedge plate that slides along,
As a result, the installation of the wedge pair is simplified.

【0045】請求項7は請求項1〜6記載の何れか一に
記載の二鋼材締結構造において、本発明による締結部品
として、請求項26〜28の締付けリングを用い、該リ
ングを介してボルト締付けているので、締結完了時に
は、反力受けが鋼材に強く摩擦接合し、ワッシャーの如
く効果を発揮し、より確実に、しかも強力に締付けるこ
とができる。特に、本発明による締結部品として請求項
26の締付けリングを用い、ボルトを強く締付けると、
反力受けの爪部の先部が鋼材に食い込むので、一段と締
結力が向上するし、回転工具の工具係合部を備えた請求
項28の締付けリングを用いると、該リングの供回りを
防ぎながらボルトを螺入し得るので、その分、簡易且つ
迅速に螺進し得る。
A seventh aspect is the two-steel material fastening structure according to any one of the first to sixth aspects, wherein the fastening part according to the present invention is used.
As, with clamping ring according to claim 26 to 28, 該Ri
Since the bolts are tightened via the ring, the reaction force receiver strongly friction-bonds to the steel material at the time of completion of the tightening, exerts an effect like a washer, and can be tightened more reliably and strongly. In particular, claim as a fastening part according to the invention
Using the tightening ring of 26 and tightening the bolt strongly,
Because tip portion of the claw portion of the reaction force receiving bites into steel, further tightening force to be improved, and e Bei the tool engaging portion of the rotary tool according
When the tightening ring of item 28 is used, the bolt can be screwed in while preventing the ring from being rotated, so that the screw can be simply and quickly advanced.

【0046】削除。Delete.

【0047】請求項8は請求項1〜7記載の何れか一に
記載の二鋼材締結構造において、ナット機能部に請求項
20の締結部品であるナット止金具と、該金具内に後か
ら取付ける請求項23の締結部品である固定ナットとを
用い、ナット止金具と固定ナットとの少なくとも一方を
螺合手段にて取付けているので、取付けが至って簡単で
ある。請求項9はナット機能部を構成するナット止金具
と固定ナットとの少なくとも一方に、請求項21,22
のナット止金具を用いるか、請求項24の固定ナットを
用い、ナット止金具と固定ナットとの少なくとも一方を
押込みや叩打等の圧入手段にて取付けているの、取付け
が至って簡単である。ナット止金具は後部外周側に挿入
制限鍔を備えているので、第一鋼材に挿入制限鍔が当接
するまで挿入することができる。その結果、ナット止金
具を確実に、しかも簡便に取付けることができる。
An eighth aspect is the two-steel material fastening structure according to any one of the first to seventh aspects, in which the nut function portion is provided.
24. A nut stopper, which is the fastening component of 20, and a fixed nut, which is the fastening component of claim 23, which is mounted in the fixture later.
Used, since the mounting at least one of the nut fastener and the fixed nut at threaded means, an easy mounting reached. 9. at least one of the nut fastener and fixing nut which constitutes the nut functional unit according claim 21, 22
The nut stopper is used, or the fixed nut of claim 24 is used, and at least one of the nut stopper and the fixed nut is attached by a press-fitting means such as pushing or tapping, which makes installation very simple. Since the nut stopper is provided with the insertion limiting flange on the outer peripheral side of the rear portion, it can be inserted until the insertion limiting flange comes into contact with the first steel material. As a result, the nut stopper can be attached securely and easily.

【0048】請求項10は請求項9記載の二鋼材締結構
造において、本発明による締結部品として請求項21
ナット止金具を用いるので、挿入側に胴部より外周側に
突出する離脱防止鍔や離脱防止爪を有していても、割型
胴部を鋼材貫通穴より小径に弾性変形して挿通し得る。
しかも割型胴部は、後から取付けた固定ナットによって
外周側に膨れるので、鋼材との接合も増加する。請求項
11は請求項9記載の二鋼材締結構造において、本発明
による締結部品として請求項22のナット止金具を用い
ので、挿入側に胴部より外周側に突出する離脱防止鍔
や離脱防止爪を有していても、溝付き胴部の挿入側を鋼
材貫通穴より小径に弾性変形して挿通し得る。しかも溝
付き胴部の挿入側は、後から取付けた固定ナットによっ
て外周側に膨れるので、鋼材との接合も増加する。請求
項12は請求項5,8,9,10,11記載の二鋼材締
結構造において、本発明による締結部品として楔保持部
を備えたナット止金具を用いているので、請求項5と同
様の効果を奏する。請求項13は請求項5,8,9,1
0,11記載の二鋼材締結構造において、本発明による
締結部品として楔保持部を備えた請求項25の固定ナッ
トを用いているので、請求項5と同様の効果を奏する。
According to a tenth aspect of the present invention, in the two-steel material fastening structure according to the ninth aspect , since the nut stopper according to the twenty-first aspect is used as the fastening part according to the present invention, a detachment prevention collar or a detachment preventing collar projecting to the outer peripheral side from the body portion on the insertion side. Even with the separation preventing claws, the split body portion can be elastically deformed into a smaller diameter than the steel through hole and inserted.
Moreover, since the split body portion swells to the outer peripheral side by the fixing nut attached later, the joining with the steel material also increases. Claim
11 in the two steel fastening structure according to claim 9, since use of the nut fastener of claim 22 as a fastening part according to the invention, have a separation preventing flange or detachment prevention claws that protrude on the outer peripheral side of the body portion to the insertion side However, the insertion side of the grooved body can be elastically deformed into a smaller diameter than the steel material through hole and inserted. Moreover, since the insertion side of the grooved body portion swells to the outer peripheral side by the fixing nut attached later, joining with the steel material also increases. Claim
According to claim 12, in the two-steel material fastening structure according to claims 5, 8 , 9 , 10 , and 11 , since a nut stopper having a wedge holding portion is used as a fastening component according to the present invention, the same effect as that of claim 5 is obtained. Play. Claim 13 is Claim 5, 8 , 9 , 1
In the two-steel material fastening structure described in Nos. 0 and 11 , since the fixing nut according to the twenty-fifth aspect including the wedge holding portion is used as the fastening component according to the present invention, the same effect as the fifth aspect is obtained.

【0049】請求項14は請求項1〜13記載の何れか
一に記載の二鋼材締結構造において、本発明による締結
部品として請求項29の締付け確認シールを採用してい
るので、鋼材同士を一定のトルクで締め付けた時、変形
層が変形して外部から目視可能となり、鋼材同士が一定
のトルクで締め付けられているか否かを簡単に確認する
ことができる。この発明において、ボルトがピンテール
付きボルトであると、一定のトルクに締付けることがで
きる。
According to a fourteenth aspect of the invention, in the two-steel material fastening structure according to any one of the first to thirteenth aspects, since the tightening confirmation seal of the twenty- ninth aspect is employed as the fastening part according to the present invention, the steel materials are kept constant. When tightened with torque, the deformation layer deforms and becomes visible from the outside, and it is possible to easily confirm whether or not the steel materials are tightened with a constant torque. In the present invention, if the bolt is a pin-tailed bolt, it can be tightened to a constant torque.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明による二鋼材締結構造の分離状態におけ
る第一実施形態を示す要部断面図である。
FIG. 1 is a sectional view of an essential part showing a first embodiment in a separated state of a two-steel material fastening structure according to the present invention.

【図2】(イ)(ロ)(ハ)第一実施形態に用いる本発
明締結部品の一つである一対の楔板から成る楔対偶の断
面図と、第一楔板及び第二楔板の平面図である。
FIG. 2 (a) (b) (c) is a cross-sectional view of a pair of wedges, which is one of the fastening components of the present invention used in the first embodiment, and a first wedge plate and a second wedge plate. FIG.

【図3】(イ)(ロ)(ハ)二鋼材締結構造の第二実施
形態に用いる楔対偶の断面図と、第一楔板及び第二楔板
の平面図である。
3 (a), (b), and (c) are cross-sectional views of a pair of wedges used in the second embodiment of the two-steel material fastening structure, and plan views of the first wedge plate and the second wedge plate.

【図4】(イ)(ロ)本発明による締結部品の一つであ
るボルトの構造例を示す正面図である。
FIG. 4 (a) is a front view showing a structural example of a bolt which is one of the fastening components according to the present invention.

【図5】(イ)(ロ)(ハ)第一及び第二実施形態にお
けるボルト円錐部によるテーパー長孔のスライド例を示
す作用図である。
5 (a), (b), and (c) are operation diagrams showing an example of sliding the tapered elongated hole by the bolt cone portion in the first and second embodiments.

【図6】(イ)(ロ)第一及び第二実施形態のボルト挿
入経過における円錐部とテーパー長孔との関係を示す要
部断面図である。
6 (a) and (b) are main-portion cross-sectional views showing the relationship between the conical portion and the tapered elongated hole in the bolt insertion process of the first and second embodiments.

【図7】二鋼材締結構造の第二実施形態における使用例
を示す要部断面図である。
FIG. 7 is a cross-sectional view of essential parts showing a usage example of the second steel material fastening structure according to the second embodiment.

【図8】二鋼材締結構造の第三実施形態における使用例
を示す要部断面図である。
FIG. 8 is a main-portion cross-sectional view showing a usage example in a third embodiment of the two-steel material fastening structure.

【図9】(イ)(ロ)二鋼材締結構造の第四実施形態に
おける楔対偶のガイド例を示す断面図である。
9 (a) and (b) are cross-sectional views showing an example of a pair of wedge guides in the fourth embodiment of the two-steel material fastening structure.

【図10】(イ)(ロ)二鋼材締結構造の第五実施形態
における楔対偶の先付け例を示す要部断面図である。
10 (a) and (b) are main-portion cross-sectional views showing an example of preliminarily attaching a wedge pair in the fifth embodiment of the two-steel material fastening structure.

【図11】二鋼材締結構造の第六実施形態における楔対
偶の使用例を示す要部断面図である。
FIG. 11 is a main-portion cross-sectional view showing an example of use of a wedge pair in the sixth embodiment of the two-steel material fastening structure.

【図12】二鋼材締結構造の分離状態における第七及び
第九実施形態を示す要部断面図である。
FIG. 12 is a cross-sectional view of essential parts showing seventh and ninth embodiments in a separated state of a two-steel material fastening structure.

【図13】(イ)(ロ)二鋼材締結構造の分離状態にお
ける第八実施形態を示す一部切欠側面図と平面図であ
る。
13A and 13B are a partially cutaway side view and a plan view showing an eighth embodiment in a separated state of the two steel material fastening structure.

【図14】第八実施形態に用いるボルトの正面図であ
る。
FIG. 14 is a front view of a bolt used in the eighth embodiment.

【図15】本発明によるナット機能部の簡易構造例を示
す要部断面図である。
FIG. 15 is a sectional view of an essential part showing a simple structure example of a nut function part according to the present invention.

【図16】(イ)(ロ)本発明によるナット機能部の取
付例を示す要部断面図である。
16 (a) and 16 (b) are main-portion cross-sectional views showing an example of mounting the nut function portion according to the present invention.

【図17】本発明による締結部品のナット止金具と固定
ナットとの取付例を示す要部断面図である。
FIG. 17 is a cross-sectional view of essential parts showing an example of attachment of a nut stopper and a fixing nut of a fastening component according to the present invention.

【図18】(イ)(ロ)本発明による締結部品の一つで
ある胴部変形止金具の側面図と、そのX−X端面図であ
る。
18 (a) and (b) are a side view and a XX end view of a body deformation preventing metal fitting which is one of the fastening components according to the present invention.

【図19】(イ)(ロ)本発明による締結部品の一つで
ある挿入部変形止金具の側面図と、そのX−X端面図で
ある。
19 (a) and (b) are a side view and an XX end view of an insertion portion deformation stopping metal fitting which is one of the fastening components according to the present invention.

【図20】(イ)(ロ)類例挿入部変形止金具の断面図
である。
FIG. 20 is a cross-sectional view of (a) (b) type insertion portion deformation stopper.

【図21】(イ)(ロ)本発明による締結部品の一つで
ある固定ナットの類例断面図で、第五実施形態において
用いる。
FIG. 21 (a) is a cross-sectional view of a fixing nut, which is one of the fastening components according to the present invention, and is used in the fifth embodiment.

【図22】(イ)(ロ)本発明による締結部品の一つで
ある締付けリングにおける反力受けの構造例を示す底面
図である。
22 (a) and (b) are bottom views showing an example of the structure of the reaction force receiver in the tightening ring which is one of the fastening parts according to the present invention.

【図23】(イ)(ロ)その中央横端面図である。23 (a) and (b) are lateral end views of the center thereof.

【図24】(イ)(ロ)鋼材に対する反力受けの摩擦接
合状態を示す要部拡大断面図である。
24 (a) and (b) are enlarged cross-sectional views of essential parts showing a frictional joining state of a reaction force receiver to a steel material.

【図25】(イ)(ロ)本発明による締結部品の一つで
ある締付け確認シールの平常時と加圧時における断面図
である。
25 (a) and (b) are cross-sectional views of a tightening confirmation seal, which is one of the fastening components according to the present invention, under normal conditions and under pressure.

【図26】本発明による締結構造の分離状態における斜
視図である。
FIG. 26 is a perspective view of the fastening structure according to the present invention in a separated state.

【図27】本発明による締結構造の利用例を示す斜視図
である。
FIG. 27 is a perspective view showing an example of using the fastening structure according to the present invention.

【図28】本発明による締結構造の利用例を示す一部切
欠平面図である。
FIG. 28 is a partially cutaway plan view showing an example of using the fastening structure according to the present invention.

【符号の説明】[Explanation of symbols]

P1 第一鋼材(鋼管柱) P2 第二鋼材(広口鋼管)、p1,p2 貫通穴 H 第三鋼材(梁)、h1 エンドプレート、h2 取
付孔 1 ナット機能部 2 ナット止金具 2A 筒状止金具、2B 胴部変形止金具、2C 挿入
部変形止金具 2a 筒状胴部、2b 割型胴部、2c 溝付き胴部 21 雌ねじ、22 挿入制限鍔、23 離脱防止鍔、
24 ナット係止爪 25 離脱防止爪、26 割溝、27 スリット 3 固定ナット、3A 螺合式ナット、3B 胴長ナッ
ト 3a ナット頭部、3b ナット胴部 31 内周ネジ、32 外周ネジ、33 楔保持部、3
4 金具係止部 4 楔対偶、4A 簡易楔対偶、4B 汎用楔対偶、4
C ガイド式楔対偶 4D 先付け楔対偶、4E 一方固定楔対偶 5 第一楔板、15 固定楔板 6 第二楔板、16 可動楔板、5a,6a 傾斜面 52,62 テーパー長孔、52a,62a 傾斜周
面、53 円錐孔 54,64 ガイド部、55 ナット逃溝、56 ナッ
ト係合部 7,17 ボルト 7a ボルト頭部、7b 円形胴部、7c 円錐部、7
d 雄ねじ部 7e ピンテール 8 締付けリング、8A 突条反力受けリング、8B
楔反力受けリング 8a 挿通孔、8b 工具係合部、8c ボルト囲い部 18 反力受け、18a 円弧突条部、18b 爪部 9 締付け確認シール、9a 表面板、9b 裏面板、
9c 変形層 9d 挿通穴 D 専用回転工具、d1 外側ソケット、d2 内側ソ
ケット W ワッシャー φ1 胴部径、φ2 ねじ部径 R1,R2 テーパー長孔の大径部r1 ,r2 テーパー長孔の小径部 T 第一鋼材厚さ(梁厚さ)、t 楔対偶厚さ
P1 1st steel material (steel pipe pillar) P2 2nd steel material (wide-mouth steel pipe), p1, p2 through hole H 3rd steel material (beam), h1 end plate, h2 mounting hole 1 nut function part 2 nut stopper 2A tubular fastener 2B Body part deformation stop fitting, 2C Insertion part deformation stop fitting 2a Cylindrical body part, 2b Split body part, 2c Grooved body part 21 Female screw, 22 Insertion limiting flange, 23 Detachment preventing flange,
24 Nut Locking Claw 25 Detachment Preventing Claw, 26 Split Groove, 27 Slit 3 Fixed Nut, 3A Threaded Nut, 3B Body Length Nut 3a Nut Head, 3b Nut Body 31 Inner Thread, 32 Outer Thread, 33 Wedge Holding Part, 3
4 Metal fitting locking part 4 Wedge pair, 4A Simple wedge pair, 4B General-purpose wedge pair, 4
C Guide type wedge pair 4D Pre-attached wedge pair, 4E One fixed wedge pair 5 First wedge plate, 15 Fixed wedge plate 6 Second wedge plate, 16 Movable wedge plate 5a, 6a Inclined surface 52, 62 Tapered long hole, 52a, 62a inclined peripheral surface, 53 conical hole 54, 64 guide part, 55 nut relief groove, 56 nut engaging part 7,17 bolt 7a bolt head part, 7b circular body part, 7c conical part, 7
d Male screw part 7e Pin tail 8 Tightening ring, 8A Projection reaction force receiving ring, 8B
Wedge reaction force receiving ring 8a Insertion hole, 8b Tool engaging portion, 8c Bolt enclosing portion 18 Reaction force receiving, 18a Circular ridge portion, 18b Claw portion 9 Tightening confirmation seal, 9a Front plate, 9b Back plate,
9c Deformation layer 9d Insertion hole D Dedicated rotary tool, d1 Outer socket, d2 Inner socket W Washer φ1 Body diameter, φ2 Screw portion diameter R1, R2 Tapered slot large diameter section r1 , r2 Tapered slot small diameter section T Steel thickness (beam thickness), t Wedge pair thickness

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI F16B 31/02 F16B 31/02 P 35/00 35/00 Q 37/00 37/00 B 37/04 37/04 C F 39/24 39/24 B 43/00 43/00 B ─────────────────────────────────────────────────── ─── Continued Front Page (51) Int.Cl. 7 Identification Code FI F16B 31/02 F16B 31/02 P 35/00 35/00 Q 37/00 37/00 B 37/04 37/04 C F 39 / 24 39/24 B 43/00 43/00 B

Claims (29)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 隙間を有して相対する第一鋼材(P1)
と第二鋼材(P2)、及び両鋼材(P1,P2)間に装
着する楔対偶(4)と、第二鋼材(P2)の外側から楔
対偶(4)を貫通し第一鋼材(P1)に設けたナット機
能部(1)に螺合するボルト(7)とを備え、楔対偶
(4)は傾斜面(5a)を有する第一楔板(5)と、該
楔板(5)と反対方向の傾斜面(6a)を有する第二楔
板(6)とに、両楔板(5,6)の肉厚端側から肉薄端
側に向けて先細となるテーパー長孔(52,62)を設
け、傾斜面(5a,6a)を相互に面接した状態で、長
孔小径部(r1,r2)が連通する最小楔対偶厚さ
(t)から、長孔大径部(R1,R2)が連通する最大
楔対偶厚さ(t)までの範囲でスライド自在となり、ボ
ルト(7)は頭部(7a)と雄ねじ部(7d)との間
に、ねじ部径(φ2)より大径の円形胴部(7b)と、
該胴部(7b)より雄ねじ部(7d)に向けて先細と成
る円錐部(7c)とを備え、ボルト(7)の螺進に従っ
て円錐部(7c)で第二楔板(6)を長孔小径部(r
2)側から長孔大径部(R2)側にスライドし、楔対偶
厚さ(t)を拡厚して両鋼材(P1,P2)に摩擦接合
することを特徴とする二鋼材締結構造。
1. A first steel material (P1) facing each other with a gap.
And a second steel material (P2), and a wedge pair (4) mounted between the steel materials (P1, P2), and a first steel material (P1) penetrating the wedge pair (4) from the outside of the second steel material (P2). A first wedge plate (5) having a slanting surface (5a), and a bolt (7) screwed to the nut function part (1) provided on the first wedge plate (5), and the wedge plate (5). The second wedge plate (6) having the inclined surface (6a) in the opposite direction is provided with a tapered long hole (52, 62) which is tapered from the thick end side of both wedge plates (5, 6) toward the thin end side. ) Is provided, and the inclined surfaces (5a, 6a) are in contact with each other, from the minimum wedge pair thickness (t) with which the long hole small diameter portions ( r1, r2) communicate, to the long hole large diameter portions (R1, R2). ) Can be slid up to the maximum wedge pair thickness (t) in which the bolt (7) communicates, and the bolt (7) is between the head portion (7a) and the male screw portion (7d) due to the screw diameter (φ2). Circular body of diameter and (7b),
A conical portion (7c) tapering from the body portion (7b) toward the male screw portion (7d), and the second wedge plate (6) is lengthened by the conical portion (7c) in accordance with the screwing of the bolt (7). Small diameter part (r
A two-steel material fastening structure characterized by sliding from the 2) side to the large-diameter portion (R2) side of the long hole, increasing the wedge pair thickness (t), and frictionally joining the steel materials (P1, P2).
【請求項2】 少なくとも第二楔板(6)は、テーパー
長孔(62)にボルト円錐部(7c)の傾斜角度(θ)
と一致する傾斜周面(62a)を設け、ボルト(7)の
雄ねじ部(7d)は第一楔板(5)の長孔小径部(r
1)より小径であり、円形胴部(7b)は前記長孔小径
(r1)より大径で、長孔大径部(R1)より小径で
あり、円錐部(7c)と傾斜周面(62a)とを面接触
し得るようにしたことを特徴とする請求項1記載の二鋼
材締結構造。
2. At least the second wedge plate (6) has an angle of inclination (θ) of the bolt conical portion (7c) in the tapered elongated hole (62).
Is provided with an inclined peripheral surface (62a), and the male screw part (7d) of the bolt (7) is a long hole small diameter part (r of the first wedge plate (5).
1) has a smaller diameter, and the circular body (7b) has the smaller diameter of the long hole.
The diameter is larger than that of the portion (r1) and smaller than that of the large diameter portion (R1) of the long hole , and the conical portion (7c) and the inclined peripheral surface (62a) can be brought into surface contact with each other. The two steel material fastening structure described in 1.
【請求項3】 ボルト円錐部(7c)が第二楔板(6)
のテーパー長孔(62)を貫通し、第一楔板(5)のテ
ーパー長孔(52)内まで挿入することで、第一楔板
(5)も円錐部(7c)の挿入に従って長孔大径部(R
1)側にスライドし、楔対偶厚さ(t)を更に拡厚し得
るようにしたことを特徴とする請求項2記載の二鋼材締
結構造。
3. The bolt wedge (7c) has a second wedge plate (6).
Of the first wedge plate (5) according to the insertion of the conical portion (7c) by penetrating the tapered long hole (62) of the first wedge plate (5) and inserting it into the tapered long hole (52) of the first wedge plate (5). Large diameter part (R
The two-steel material fastening structure according to claim 2, wherein the wedge pair thickness (t) can be further increased by sliding to the 1) side.
【請求項4】 第一楔板(5)と第二楔板(6)とに、
傾斜面(5a,6a)を相対する状態に保持しながらテ
ーパー長孔(52,62)の長手方向へのスライドを可
能にする楔ガイド(54,64)を備えていることを
特徴とする請求項1,2または3記載の二鋼材締結構
造。
4. The first wedge plate (5) and the second wedge plate (6),
It is characterized in that it is provided with wedge guide portions (54, 64) which allow the tapered elongated holes (52, 62) to slide in the longitudinal direction while holding the inclined surfaces (5a, 6a) in a facing state. The two-steel material fastening structure according to claim 1, 2, or 3.
【請求項5】 第一楔板(5)と第二楔板(6)との何
れか一方の鋼材当接側にナット係合部(56)を、ナッ
ト機能部(1)の第二鋼材(P2)側にナット係合部
(56)に係合する楔保持部(33)を設け、該楔保持
部(33)に楔対偶(4)を予め係合しておけるように
したことを特徴とする請求項4記載の二鋼材締結構造。
5. A nut engaging portion (56) is provided on a steel material contacting side of one of the first wedge plate (5) and the second wedge plate (6), and the second steel material of the nut function portion (1). A wedge holding portion (33) that engages with the nut engaging portion (56) is provided on the (P2) side, and the wedge pair (4) can be previously engaged with the wedge holding portion (33). The two-steel material fastening structure according to claim 4.
【請求項6】 第一楔板(5)と第二楔板(6)との何
れか一方が、第一鋼材(P1)又は第二鋼材(P2)に
固着する固定楔板(15)で、他方が固定楔板(15)
の傾斜面(5a)に沿ってスライドする可動楔板(1
6)であり、固定楔板(15)にテーパー長孔(52)
と、可動楔板(16)のテーパー長孔(62)に連通す
る円錐孔(53)との一方を設けていることを特徴とす
る請求項1,2または4記載の二鋼材締結構造。
6. One of the first wedge plate (5) and the second wedge plate (6) is a fixed wedge plate (15) fixed to the first steel material (P1) or the second steel material (P2). , The other is a fixed wedge plate (15)
The movable wedge plate (1) that slides along the inclined surface (5a) of
6), the fixed wedge plate (15) has a tapered long hole (52).
And a conical hole (53) communicating with the tapered elongated hole (62) of the movable wedge plate (16).
【請求項7】 締付けリング(8)を介してボルト
(7)を締付け、締付けリング(8)の座面側に設けた
反力受け(18)を、第二鋼材(P2)に摩擦接合して
いることを特徴とする請求項1〜6記載の何れか一に記
載の二鋼材締結構造。
7. A bolt (7) is tightened via a tightening ring (8), and a reaction force receiver (18) provided on the bearing surface side of the tightening ring (8) is frictionally joined to the second steel material (P2). The two-steel material fastening structure according to any one of claims 1 to 6, characterized in that.
【請求項8】 ナット機能部(1)を、第一鋼材貫通穴
(p1)に一方側から取付ける筒状のナット止金具
(2)と、該金具(2)内に第一鋼材(P1)の他方側
から取付ける固定ナット(3)とで構成し、ナット止金
具(2)と固定ナット(3)との少なくとも一方を螺合
手段にて取付け、ナット止金具(2)の挿入制限鍔(2
2)を第二鋼材(P2)に当設していることを特徴とす
請求項1〜7記載の何れか一に記載の二鋼材締結構
造。
8. A tubular nut stopper fitting (2) for mounting the nut function part (1) in the first steel material through hole (p1) from one side, and a first steel material (P1) in the fitting (2). And a fixing nut (3) which is attached from the other side of the nut, and at least one of the nut stopper (2) and the fixing nut (3) is attached by a screwing means, and an insertion limiting collar ( Two
The second steel material fastening structure according to any one of claims 1 to 7 , wherein 2) is provided on the second steel material (P2).
【請求項9】 ナット機能部(1)を、第一鋼材貫通穴
(p1)に一方側から取付ける筒状のナット止金具
(2)と、該金具(2)内に第一鋼材(P1)の他方側
から取付ける固定ナット(3)とで構成し、ナット止金
具(2)と固定ナット(3)との少なくとも一方を圧入
手段で取付け、ナット止金具(2)の挿入制限鍔(2
2)を第二鋼材(P2)に当設していることを特徴とす
請求項1〜7記載の何れか一に記載の二鋼材締結構
造。
9. A tubular nut stopper fitting (2) for mounting a nut function part (1) in a first steel through hole (p1) from one side, and a first steel material (P1) in the fitting (2). And a fixing nut (3) attached from the other side of the nut, and at least one of the nut stopper (2) and the fixing nut (3) is attached by a press-fitting means, and the insertion stopper flange (2) of the nut stopper (2) is attached.
The second steel material fastening structure according to any one of claims 1 to 7 , wherein 2) is provided on the second steel material (P2).
【請求項10】 ナット止金具(2)は、挿入方向の全
長を小径方向に弾性変形可能な割型胴部(2b)とし、
割型胴部(2b)を小径に弾性変形して鋼材貫通穴(p
1)内へ挿通し、復元力で鋼材貫通穴(p1)に内接し
ていることを特徴とする請求項9記載の二鋼材締結構
造。
10. The nut stopper (2) is a split-type body portion (2b) that is elastically deformable in the small-diameter direction along the entire length in the insertion direction,
The split body (2b) is elastically deformed to a small diameter and the steel through hole (p
1) The two-steel material fastening structure according to claim 9 , wherein the two-steel material fastening structure is inserted into the inside of the steel material and inscribed in the steel material through hole (p1) by a restoring force.
【請求項11】 ナット止金具(2)は、少なくとも挿
入側を小径方向に弾性変形可能な溝付き胴部(2c)と
し、その挿入側を小径に弾性変形して鋼材貫通穴(p
1)内へ挿通し、弾性変形部の復元力で鋼材貫通穴(p
1)に内接していることを特徴とする請求項9記載の二
鋼材締結構造。
11. The nut stopper (2) has a grooved body portion (2c) that is elastically deformable in a small diameter direction at least on the insertion side, and the insertion side is elastically deformed to a small diameter so that a steel material through hole (p) is formed.
1) Insert into the inside of the steel material and use the restoring force of the elastic
The two-steel material fastening structure according to claim 9, which is inscribed in 1).
【請求項12】 楔保持部(33)をナット止金具
(2)の第二鋼材(P2)側に設け、楔保持部(33)
に楔対偶(4)を予め係合しておけるようにしたことを
特徴とする請求項5,8,9,10または11記載の二
鋼材締結構造。
12. The wedge holding part (33) is provided on the second steel material (P2) side of the nut stopper (2), and the wedge holding part (33) is provided.
The two-steel material fastening structure according to claim 5, 8 , 9 , 10, or 11 , characterized in that the wedge pair (4) can be engaged in advance with.
【請求項13】 楔保持部(33)を固定ナット(3)
の第二鋼材(P2)側に設け、楔保持部(33)に楔対
偶(4)を予め係合しておけるようにしたことを特徴と
する請求項5,8,9,10または11記載の二鋼材締
結構造。
13. The wedge holding portion (33) is fixed to the fixing nut (3).
Provided in the second steel (P2) side of claim 5, characterized in that as definitive engaged previously engaging the wedge contraposition (4) the wedge holder (33), 8,9,10 or 11, wherein Two steel fastening structure.
【請求項14】 所定トルクの締付けにより変形する締
付け確認シール(9)を介してボルト(7)を締付け、
締付け確認シール(9)の状態を外部から目視し得るよ
うにしていることを特徴とする請求項1〜13記載の何
れか一に記載の二鋼材締結構造。
14. The bolt (7) is tightened through a tightening confirmation seal (9) which is deformed by tightening with a predetermined torque,
The two-steel material fastening structure according to any one of claims 1 to 13 , characterized in that the state of the tightening confirmation seal (9) can be visually observed from the outside.
【請求項15】 請求項1による締結構造に用いる締結
部品のボルト(7)であり、ボルト(7)は頭部(7
a)と雄ねじ部(7d)と間に、ねじ部径(φ2)より
大径の円形胴部(7b)と、該胴部(7b)より雄ねじ
部(7d)に向けて先細と成る円錐部(7c)とを備え
ていることを特徴とする締結部品。
15. Fastening used in the fastening structure according to claim 1.
The bolt (7) of the component , the bolt (7) is the head (7)
Between a) and the male screw portion (7d), a circular barrel portion (7b) having a diameter larger than the screw portion diameter (φ2), and a conical portion tapering from the barrel portion (7b) toward the male screw portion (7d). (7c) is provided, The fastening component characterized by the above-mentioned.
【請求項16】 請求項1による締結構造に用いる締結
部品の楔対偶(4)であり、楔対偶(4)は傾斜面(5
a)を有する第一楔板(5)と、該楔板(5)と反対方
向の傾斜面(6a)を有する第二楔板(6)とに、両楔
板(5,6)の肉厚端側から肉薄端側に向けて先細とな
るテーパー長孔(52,62)を備え、傾斜面(5a,
6a)を相互に面接した状態で、長孔小径部(r1,r
2)が連通する最小楔対偶厚さ(t)から、長孔大径部
(R1,R2)が連通する最大楔対偶厚さ(t)までの
範囲でスライド自在となることを特徴とする締結部品。
16. Fastening used in the fastening structure according to claim 1.
It is a wedge pair (4) of the parts , and the wedge pair (4) is an inclined surface (5).
the first wedge plate (5) having a) and the second wedge plate (6) having an inclined surface (6a) in the direction opposite to the wedge plate (5), the meat of both wedge plates (5, 6). The tapered long holes (52, 62) tapering from the thick end side to the thin end side are provided, and the inclined surface (5a,
6a) are face-to-face with each other, the long hole small diameter portion ( r1, r
Fastening characterized by being slidable within a range from the minimum wedge pair thickness (t) through which 2) communicates to the maximum wedge pair thickness (t) through which the large hole large diameter portions (R1, R2) communicate. parts.
【請求項17】 楔対偶(4)において、少なくとも第
二楔板(6)のテーパー長孔(62)に、請求項15
よるボルト円錐部(7c)の傾斜角度(θ)と一致する
傾斜周面(62a)を設け、傾斜周面(62a)に円錐
部(7c)が面接触し得るようにしたことを特徴とする
請求項16記載の締結部品。
17. In the wedge pair (4), at least in the tapered long hole (62) of the second wedge plate (6), an inclined circumference corresponding to the inclination angle (θ) of the bolt cone portion (7c) according to claim 15. A surface (62a) is provided so that the conical portion (7c) can come into surface contact with the inclined peripheral surface (62a).
The fastening component according to claim 16 .
【請求項18】 楔対偶(4)において、第一楔板
(5)と第二楔板(6)とに、両楔板(5,6)を相対
するように保持しながらテーパー長孔(52,62)の
長手方向へのスライドを可能にする楔ガイド部(54,
64)を備えていることを特徴とする請求項16または
17記載の締結部品。
18. In a wedge pair (4), a taper elongated hole (5) is held by a first wedge plate (5) and a second wedge plate (6) while holding them so as to face each other. 52, 62) wedge guides (54, 54) that allow sliding in the longitudinal direction.
64) or 16).
The fastening part according to item 17 .
【請求項19】 楔対偶(4)において、第一楔板
(5)と第二楔板(6)との一方に、楔対偶装着鋼材に
設けたナット機能部(1)に係合するナット係合部(5
6)を備えていることを特徴とする請求項16,17ま
たは18記載の締結部品。
19. In the wedge pair (4), a nut that engages with a nut function portion (1) provided on the wedge pair mounting steel material on one of the first wedge plate (5) and the second wedge plate (6). Engagement part (5
6. The method according to claim 16, further comprising 6).
Or the fastening part described in 18 .
【請求項20】 請求項9による締結構造のナット機能
部(1)に用いる締結部品のナット止金具(2)であ
り、ナット止金具(2)は第一鋼材貫通穴(p1)に挿
通する筒状胴部(2a)の内周側に、固定ナット(3)
に螺合する雌ねじ(21)と、固定ナット(3)に係止
するナット係止爪(24)との何れか一方を備え、少な
くとも後部外周側に挿入制限鍔(22)を備えているこ
とを特徴とする締結部品。
20. A nut stopper (2) for a fastening part used in a nut function portion (1) of a fastening structure according to claim 9 , wherein the nut stopper (2) is inserted into the first steel material through hole (p1). On the inner peripheral side of the tubular body (2a), a fixing nut (3)
Either one of a female screw (21) that is screwed to the fixed nut (3) and a nut locking claw (24) that locks to the fixed nut (3), and an insertion limiting flange (22) at least on the rear outer peripheral side. Fastening parts characterized by.
【請求項21】 ナット止金具(2)において、ナット
止金具(2)は挿入方向の全長に割溝(26)を有する
割型胴部(2b)を備え、鋼材貫通穴(p1)内への挿
通時に、割型胴部(2b)を鋼材貫通穴(p1)より小
径に弾性変形し得ることを特徴とする請求項20記載の
締結部品。
21. In the nut stopper (2), the nut stopper (2) is provided with a split body (2b) having a split groove (26) along the entire length in the insertion direction, and is inserted into the steel material through hole (p1). 21. The fastening component according to claim 20 , wherein the split body portion (2b) can be elastically deformed to have a smaller diameter than the steel material through hole (p1) when it is inserted.
【請求項22】 ナット止金具(2)において、ナット
止金具(2)は、少なくとも挿入側に挿入方向に平行す
るスリット(27)を有する溝付き胴部(2c)を備
え、鋼材貫通穴(p1)内への挿通時に、スリット(2
7)の形成範囲を鋼材貫通穴(p1)より小径に弾性変
形し得ることを特徴とする請求項20記載の締結部品。
22. In the nut stopper (2), the nut stopper (2) has a grooved body portion (2c) having a slit (27) parallel to the insertion direction at least on the insertion side, and a steel through hole ( p1), the slit (2
21. The fastening component according to claim 20 , wherein the forming range of 7) can be elastically deformed to a smaller diameter than the steel through hole (p1).
【請求項23】 請求項9による締結構造のナット機能
部(1)に用いる締結部品の固定ナット(3)であり、
固定ナット(3)は請求項20のナット止金具(2)内
に螺入するナット胴部(3b)と、第一鋼材(P1)の
後面に当接するナット頭部(3a)と備え、ナット胴部
(3b)をナット止金具(2)に螺入していることを特
徴とする締結部品。
23. A fixing nut (3) for a fastening part used in a nut function part (1) of a fastening structure according to claim 9 ,
The fixing nut (3) comprises a nut body (3b) screwed into the nut stopper (2) according to claim 20 , and a nut head (3a) abutting on the rear surface of the first steel material (P1). A fastening part characterized in that the body portion (3b) is screwed into the nut stopper (2).
【請求項24】 請求項9による締結構造のナット機能
部(1)に用いる締結部品の固定ナット(3)であり、
固定ナット(3)は請求項21,22のナット止金具
(2)内に挿入するナット胴部(3b)と、第一鋼材
(P1)の後面に当接するナット頭部(3a)とを備
え、ナット止金具(2)に取付けた時、ナット胴部(3
b)に請求項20のナット止金具(2)のナット係止爪
(24)に係止する金具係止部(34)を備えている
とを特徴とする締結部品。
24. A fixing nut (3) for a fastening component used in a nut function portion (1) of the fastening structure according to claim 9 ,
The fixing nut (3) comprises a nut body (3b) to be inserted into the nut stopper (2) according to claims 21 and 22 , and a nut head (3a) which comes into contact with the rear surface of the first steel material (P1). When mounted on the nut stopper (2), the nut body (3
Nut locking claw of the nut stopper (2 ) according to claim 20, in b).
A fastening part comprising a metal fitting locking part (34) for locking to (24) .
【請求項25】 固定ナット(3)において、固定ナッ
ト(3)はナット止金具(2)に取付けた時、第二鋼材
(P2)側に露出する楔保持部(33)を備え、該楔保
持部(33)に請求項19の楔対偶(4)を係合し得る
ようにしたことを特徴とする請求項23または24記載
の締結部品。
25. In the fixing nut (3), the fixing nut (3) is provided with a wedge holding portion (33) which is exposed to the second steel material (P2) side when attached to the nut stopper (2). 25. Fastening component according to claim 23 or 24 , characterized in that the retaining part (33) is adapted to engage the wedge pair (4) according to claim 19 .
【請求項26】 請求項7による締結構造に用いる締結
部品の締付けリング(8)であり、締付けリング(8)
は鋼材より硬質の金属材で形成され、座面側にボルト
(7)の締付けに応じて鋼材に食い込んだり摩擦接合す
る反力受け(18)を備えていることを特徴とする締結
部品。
26. Fastening used in the fastening structure according to claim 7.
A tightening ring (8) for a part, and a tightening ring (8)
Is a metal material that is harder than steel material, and is provided with a reaction force receiver (18) on the bearing surface side that bites into the steel material and frictionally joins in accordance with the tightening of the bolt (7).
【請求項27】 請求項7による締結構造に用いる締結
部品の締付けリング(8)であり、締付けリング(8)
は鋼材より軟質の金属材で形成され、座面側にボルト
(7)の締付けに応じて鋼材に湾曲当接したり摩擦接合
する反力受け(18)を備えていることを特徴とする締
結部品。
27. Fastening used in the fastening structure according to claim 7.
A tightening ring (8) for a part, and a tightening ring (8)
Is formed of a metal material that is softer than steel material, and is provided with a reaction force receiver (18) on the seating surface side that makes curved contact with the steel material or frictionally joins to the steel material according to the tightening of the bolt (7). .
【請求項28】 締付けリング(8)において、締付け
リング(8)は回転工具(D)の工具係合部(8b)を
備えていることを特徴とする請求項26または27記載
の締結部品。
28. Fastening part according to claim 26 or 27 , characterized in that the fastening ring (8) comprises a tool engaging part (8b) of the rotary tool (D).
【請求項29】 請求項14による締結構造に用いる締
結部品の締付け確認シール(9)であり、確認シール
(9)は表面板(9a)と裏面板(9b)との間に、一
定のトルクで押し潰されて両面板(9a,9b)から外
周に飛び出す変形層(9c)を備えていることを特徴と
する締結部品。
29. Tightening used in the fastening structure according to claim 14.
It is a tightening confirmation seal (9) for the fastening parts , and the confirmation seal (9) is crushed between the front surface plate (9a) and the rear surface plate (9b) with a constant torque to remove the double-sided plates (9a, 9b). A fastening component comprising a deformation layer (9c) protruding to the outer periphery.
JP2003056999A 2002-12-20 2003-03-04 Two steel fastening structure and fastening parts used for the fastening structure Expired - Fee Related JP3502892B1 (en)

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