JPH03172462A - Method for assembling column formwork and trolley for assembling column formwork - Google Patents
Method for assembling column formwork and trolley for assembling column formworkInfo
- Publication number
- JPH03172462A JPH03172462A JP31131189A JP31131189A JPH03172462A JP H03172462 A JPH03172462 A JP H03172462A JP 31131189 A JP31131189 A JP 31131189A JP 31131189 A JP31131189 A JP 31131189A JP H03172462 A JPH03172462 A JP H03172462A
- Authority
- JP
- Japan
- Prior art keywords
- profile
- trolley
- support part
- assembly position
- formwork
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims description 34
- 238000000034 method Methods 0.000 title claims description 12
- 239000000463 material Substances 0.000 claims abstract description 34
- 238000009434 installation Methods 0.000 abstract description 2
- 239000006261 foam material Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 230000005484 gravity Effects 0.000 description 5
- 230000008602 contraction Effects 0.000 description 4
- 239000003566 sealing material Substances 0.000 description 4
- 238000000465 moulding Methods 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229920000877 Melamine resin Polymers 0.000 description 1
- 239000004640 Melamine resin Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、柱の打込型枠の組立方法と、その実施に直
接使用する柱型枠組立用の台車に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for assembling a driving form for a column and a cart for assembling a column form that is directly used for carrying out the method.
従来の柱型枠の組立方法としては、第1に、柱の構築位
置において多数の材木板や金属板からなる板状枠材を組
合せて相互に固定したうえ、その外周にコンクリート圧
に対抗するための縦横の桟を配置する方法や、第2に、
社用の打込型枠をクレーンを用いて上から吊り込め、又
は前記打込型枠をフォークリフトを用いて持ち上げるこ
とにより設置する方法があった。The conventional method of assembling column formwork is, firstly, at the construction position of the column, a large number of plate-shaped frames made of timber plates and metal plates are combined and fixed to each other, and then the outer periphery of the plate-shaped frame members is assembled to resist concrete pressure. Second, how to arrange vertical and horizontal bars for
There has been a method of installing a company-use driving formwork by lifting it from above using a crane, or by lifting the driving formwork using a forklift.
しかしなから、前記第1の方法にあっては、柱を構築す
る現場での工数が大であるという問題があり、また前記
第2の方法にあっては、型枠組立に機械類が必要である
という問題があった。However, the first method has the problem of requiring a large amount of man-hours on site to construct the columns, and the second method requires machinery to assemble the formwork. There was a problem that.
この発明は、前記従来の問題に着目してなされたもので
あり、柱の構築現場での工数を低減するとともに機械を
用いることなく柱型枠を組み立てることを1」的として
いる。This invention has been made in view of the above-mentioned conventional problems, and aims to reduce the number of man-hours at a column construction site and to assemble a column formwork without using a machine.
柱型枠の組立方法は、対向して柱の打込型枠を構成する
ための一方の型材を支持する台車を用い、この台車によ
り前記型材を立てた4Je態で支持し、前記台車の型材
支持部分を後方に倒して型材を傾斜状態で組立位置に搬
送し、組立位置で前記台車の型材支持部分を復元させて
型材を立てるとともに前記台車による支持を解放して前
記型材を組立位置に設置する一方、他方の型材を前記同
様にして前記設置済の型材に対向させて設置し、これら
両型材間をこれらに掛け渡した連結具により連結すると
ともに、対向した両型材の周囲をクランプにより締結す
る方法である。The method for assembling the column formwork is to use a cart that supports one of the formworks facing each other to form the cast formwork of the column, and the formwork is supported by this cart in an upright 4Je state, and the formwork of the cart is The support part is tilted backwards and the form is transported in an inclined state to the assembly position, and at the assembly position, the form support part of the trolley is restored to stand up the form, and the support by the cart is released and the form is installed at the assembly position. On the other hand, install the other mold material in the same manner as above to face the installed mold material, connect these two mold materials with a connecting tool that spans them, and fasten the circumferences of both facing mold materials with a clamp. This is the way to do it.
前記クランプは、連結具の上に係合するなどして支持さ
せた状態で締結するとよい。The clamp may be fastened while being supported by, for example, being engaged with the connector.
また、前記組立方法の実施に直接使用する台車として、
次の(a)〜(e)の各構成を備えたものを使用すると
よい。In addition, as a trolley directly used for carrying out the above assembly method,
It is preferable to use one having each of the following configurations (a) to (e).
(a) 前後に車輪を備えた基部。(a) Base with front and rear wheels.
(b) 下部において前記基部に対して傾動自在に支
持されて立設され、打込型枠を構成するための複数の型
材の1つを前面で支持する前面支持部。(b) A front support part that is tiltably supported and erected with respect to the base at the lower part, and supports one of the plurality of mold materials for configuring the driving formwork on the front surface.
(C) この前面支持部の下端にあって左右方向に延
び前記型材を下端から支持する幅狭の板状下端支持部。(C) A narrow plate-shaped lower end support part that is located at the lower end of the front support part, extends in the left-right direction, and supports the profile from the lower end.
(d) 前記前面支持部の上部と前記基部の後部とに
いずれも角度可変に連結され且つ中途に伸縮機構を備え
た伸縮部材。(d) A telescoping member that is angularly connected to both the upper part of the front support part and the rear part of the base part and that is provided with a telescoping mechanism in the middle.
(e) 前記伸縮部月に前記伸縮機構より上部におい
て設けられて人が伸縮部材を伸縮操作するためのハンド
ル。(e) A handle provided above the telescoping mechanism on the telescoping portion for a person to extend and retract the telescoping member.
[作用]
型材を立てた状態で台車の前端に支持させ、且つ台車か
ら取り外すため、台車への着脱が容易となる一方、型材
の搬送時は型材が後方に倒れて傾斜状態にあるから、型
材の重心が台車の中心側に移動するため作業員が台車を
手で押すことにより搬送できる。両型材を対向させて組
立位置に設置した後には両型材を連結具により分離不能
に連結したうえ、これらの周囲をクランプにより締結し
てコンクリートの内圧に対抗させる。[Function] Since the form is supported on the front end of the cart in an upright state and removed from the cart, it is easy to attach and remove the form from the cart. On the other hand, when the form is transported, the form falls backwards and is in an inclined state. Since the center of gravity of the truck moves toward the center of the truck, the worker can transport it by pushing the truck by hand. After the two shapes are placed in the assembly position facing each other, the two shapes are inseparably connected by a connecting tool, and then clamped around them to counteract the internal pressure of the concrete.
前記連結具には型材表面から突出するものを用い、これ
の上面などにクランプを係合すれば、クランプの位置が
固定される。The connector is a connector that protrudes from the surface of the shape material, and when the clamp is engaged with the upper surface of the connector, the position of the clamp is fixed.
前記台車は、前面支持部を立てた状態でその下端の板状
下端支持部を型材の下側に係合する。このとき型材を僅
かに傾けることにより型材の下側に多少の隙間を形成し
、ここに前記板状下端支持部を差し入れるとよい。この
板状下端支持部が型材の下に差し入れられた状態では、
台車の前面支持部が型材に沿って立ち上げられた状態に
なる一方、台車の伸縮部材は伸長状態にある。The lower end of the trolley engages the plate-shaped lower end support portion with the lower side of the profile member in a state in which the front support portion is erected. At this time, it is preferable to slightly tilt the mold material to form a slight gap on the lower side of the mold material, and insert the plate-shaped lower end support portion into this space. When this plate-shaped lower end support part is inserted under the shape material,
While the front support portion of the truck is in an upright state along the profile, the telescopic member of the truck is in an extended state.
ここで、台車のハンドルに作業員の体重を負荷すること
により台車の伸縮部材は縮小し、これに伴って前面支持
部が後方に倒れて傾斜し、型材を前記傾斜した前面支持
部の上に乗せる。この状態では型材の重心が台車の前端
から中心側に移動した状態にあるため、作業員は台車を
容易に移動させることができる。Here, by applying the worker's weight to the handle of the trolley, the telescopic member of the trolley contracts, and the front support section falls backward and tilts, and the profile is placed on top of the inclined front support section. I'll ride it. In this state, the center of gravity of the profile has moved from the front end of the cart toward the center, so the worker can easily move the cart.
柱の構築位置に至って、ハンドルを上昇させて台車の前
記伸縮部材を伸長させると、前面支持部は傾斜状態から
立ち上がり状態に復帰し、型材の姿勢も同様に復帰して
床上に置かれる。ここで、台車の板状下端支持部を引き
抜くことにより、型材はその建込位置に設置されること
になる。このとき型材を僅かに傾けると、型材と床との
間に隙間ができて、前記板状下端支持部の引き抜きが容
易になる。When the column is in the construction position and the handle is raised to extend the telescopic member of the trolley, the front support returns from the inclined state to the upright state, and the shape material also returns to its position and is placed on the floor. Here, by pulling out the plate-shaped lower end support portion of the truck, the shape material is installed at its erected position. At this time, if the mold material is slightly tilted, a gap will be created between the mold material and the floor, making it easier to pull out the plate-shaped lower end support portion.
〔実施例]
まず第1〜4図に基づいて柱型枠組立用の台車1につい
て説明する。[Example] First, a cart 1 for assembling a column form will be described based on FIGS. 1 to 4.
ずなわち、2が台車1の基部であり、前後方向に延びる
左右の棒3とこれらの間に架設される幅方向に延びる棒
4とからなる枠状をなし、これの後端下部にはキャスタ
輪からなる後輪5が配置され、また、2.1; i’?
++ 2の前端には、前記棒4のうちの管状をなす前端
の棒を貫通している軸6を介して前輪7が回転自在に支
持される。In other words, 2 is the base of the trolley 1, which has a frame shape consisting of left and right bars 3 extending in the front-rear direction and a bar 4 extending in the width direction installed between these bars, and at the bottom of the rear end thereof. A rear wheel 5 consisting of a caster wheel is arranged and also 2.1; i'?
A front wheel 7 is rotatably supported at the front end of the ++ 2 via a shaft 6 passing through the tubular front end of the rods 4.
前記軸6にはブラケット8が旋回自在Gこ支持され、こ
のブラケット8に前面支持部9が固定されて、前記軸6
及びブラケット8を介して前面支持部9が基部2に傾動
自在に支持されている。A bracket 8 is rotatably supported on the shaft 6, and a front support portion 9 is fixed to the bracket 8.
A front support portion 9 is tiltably supported by the base portion 2 via a bracket 8.
前面支持部9は、前記ブラケット8に下端が固定されて
垂直に配置される2本の縦棒11と、これらの間に架設
された横棒12とからなり、中途に水平な係止棒13が
固定されていて、縦棒11と横棒12とで、対向して柱
の打込型枠を構成するための一方の型材14を支持する
。係止棒13両端には、型材14に泡き込んだバックル
付きヘルド15の端部を固定している。The front support part 9 consists of two vertical bars 11 whose lower ends are fixed to the bracket 8 and are arranged vertically, and a horizontal bar 12 installed between them, and a horizontal locking bar 13 in the middle. are fixed, and a vertical bar 11 and a horizontal bar 12 support one of the form members 14 that oppose each other and constitute the driving formwork of the column. At both ends of the locking rod 13, the ends of a heald 15 with a buckle, which is injected into a molded material 14, are fixed.
型材14は打込型枠を構成するための形材であって、熱
硬化性メラミン樹脂を、セメント、微粒シリカ及び他の
添加物を配合した組成物に混入撹拌し、その発生熱によ
り硬化した材料からなるが、公知の材料からなる打込型
枠の形材であっもよいことば勿論である。The shape material 14 is a shape material for constructing a cast formwork, and is made by mixing thermosetting melamine resin into a composition containing cement, particulate silica, and other additives, stirring it, and hardening it by the heat generated. Although it is made of a material, it goes without saying that it may be a cast formwork made of a known material.
前面支持部9をなす縦棒11の下端前面には、前記型材
14を下端から支持する幅狭の板状下端支持部16が固
定される。この下端支持部16は、アングル材の一方の
フランジ部からなり、他方のフランジ部において縦棒1
1に固定されている。A narrow plate-shaped lower end support part 16 is fixed to the front surface of the lower end of the vertical bar 11 constituting the front support part 9, and supports the profile 14 from the lower end. This lower end support part 16 is made of one flange part of an angle material, and a vertical bar 1 is attached to the other flange part.
It is fixed at 1.
かくして下端支持部16は左右方向に延在するとともに
、前後方向の寸法は小さくなっている。Thus, the lower end support portion 16 extends in the left-right direction, and its dimensions in the front-back direction are small.
前記前面支持部9の上部には左右の伸縮部材17の上端
が枢着され、また基部2の左右の後部には2本の伸縮部
材17の下端が個別に枢着されている。この伸縮部材1
7の中途には伸縮機構18が形成される。この伸縮機構
18は、伸縮部材17の−F部をなす上軸17a内に、
伸縮部材17の下部をなす下軸17bが摺動自在に入れ
子穴に嵌入されてなるが、伸縮部材17か伸縮可能にな
っていれば伸縮機構18としては他の構造のものであっ
てもよい。The upper ends of the left and right telescopic members 17 are pivotally attached to the upper part of the front support portion 9, and the lower ends of the two telescopic members 17 are individually pivotally attached to the left and right rear portions of the base 2. This telescopic member 1
A telescopic mechanism 18 is formed in the middle of 7. This telescopic mechanism 18 includes an upper shaft 17a forming the -F portion of the telescopic member 17.
The lower shaft 17b forming the lower part of the telescoping member 17 is slidably fitted into the nesting hole, but the telescoping mechanism 18 may have another structure as long as the telescoping member 17 is expandable. .
前記伸縮部材17の伸縮によって前面支持部9が前後に
傾斜可能になっていて、伸縮部材17の伸縮量により、
垂直状態から前後に夫々15度の角度まで傾斜できるよ
うにしである。これ以」二の角度は伸縮部材17の図示
しないストンバ機構によって(頃斜しない構成をとって
いる。The front support part 9 can be tilted back and forth by the expansion and contraction of the expansion and contraction member 17, and depending on the amount of expansion and contraction of the expansion and contraction member 17,
It is designed to be able to tilt up to an angle of 15 degrees both forward and backward from the vertical position. After this, the second angle is determined by a not-illustrated strike mechanism of the telescopic member 17 (it is configured not to be tilted).
前記両伸縮部月17の各上軸17aにおける伸縮機構1
8をなす部分にはハンドル19が架設されている。この
実施例のハンドル19は上軸17a間に固定されて後方
に突出した枠状をなし、各上軸17aの中途との間のス
テー21により補強されていて、ハンドル19全体が上
軸17aと一体をなしている。また左右の伸縮部材17
の各上軸17a間には、下端においてペダル22が架設
固定されて後方に突出し、これも上軸]7aと一体をな
している。Telescopic mechanism 1 in each upper shaft 17a of both telescopic portions 17
A handle 19 is installed in the portion forming the 8. The handle 19 of this embodiment has a frame shape that is fixed between the upper shafts 17a and protrudes rearward, and is reinforced by a stay 21 between the middle of each upper shaft 17a, so that the entire handle 19 is connected to the upper shaft 17a. They form one body. In addition, the left and right telescopic members 17
A pedal 22 is installed and fixed at the lower end between each upper shaft 17a and protrudes rearward, and is also integral with the upper shaft 7a.
かくして構成された台車1を用いて柱型枠の組立方法を
次に説明する。Next, a method of assembling a column form using the trolley 1 constructed in this way will be described.
柱型枠23は、この実施例では平断面四角形の柱を構築
するための型枠であって、この柱型枠23は平断面溝形
の2つの型材14を対向させて構成される。而して台車
1を用いて型材14を柱構築位置に設置する手順につい
て説明する。In this embodiment, the column formwork 23 is a formwork for constructing a column having a rectangular planar cross section, and this column formwork 23 is constructed by opposing two mold members 14 each having a groove-shaped planar cross section. The procedure for installing the profile 14 at the column construction position using the trolley 1 will now be described.
まず、床面に立てられた型材14の背部から、前面支持
部9を垂直状態にした台車1を近づけて、型材14の背
面に台車1の前面支持部9を当てる。First, the trolley 1 with the front support part 9 in a vertical position is brought close to the back of the profile 14 that is erected on the floor, and the front support part 9 of the carrier 1 is brought into contact with the back of the profile 14.
このとき型材14の背面下端に、台車1の下端支持部1
6の厚み寸法より少し大きい空間ができるまで、型材1
4を僅かに傾斜させると、その空間に台車1の下端支持
部16を容易に挿入することができる。ここで傾斜した
型材14を復元させると台車Iの下端支持部1G上に型
材I4の背面下端部が乗る。At this time, the lower end support portion 1 of the trolley 1 is attached to the lower end of the back surface of the profile 14.
1 until there is a space slightly larger than the thickness dimension of 6.
By slightly tilting 4, the lower end support portion 16 of the truck 1 can be easily inserted into the space. When the inclined profile 14 is restored, the lower end of the back surface of the profile I4 rests on the lower end support portion 1G of the truck I.
ごの状態では、型材14の下端全体のうし背面の下端部
のみか下端支持部16に乗っているため、型材14は僅
かに傾斜した状態にあるから、前面支持部9を僅かに前
に傾斜させると、前面支持部9が型材14の背面に沿っ
て接することになる。In this state, only the lower end of the rear surface of the entire lower end of the section 14 rests on the lower end support section 16, so the section section 14 is in a slightly inclined state, so the front support section 9 is tilted slightly forward. Then, the front support portion 9 comes into contact with the back surface of the profile 14.
次に・・・ルト15を型)A14の回りに締めて型材1
4を台車1に固定した後、作業者がハンl°ル19に手
を掛けるとともにペダル22に足を掛けてこれらを押し
下げる。これにより伸縮機構18が縮小して伸縮部材1
7が縮小し、以て上軸17aが下降するから前面支持部
9が後方に傾斜(第2図に鎖線で示す)し、これと一体
に型材14も後方に傾斜する。Next...Tighten the bolt 15 around the mold A14 and mold material 1.
4 to the trolley 1, the worker puts his hand on the handle 19 and puts his foot on the pedal 22 to push them down. As a result, the telescoping mechanism 18 contracts and the telescoping member 1
7 is reduced and the upper shaft 17a is lowered, so that the front support portion 9 inclines rearward (as shown by the chain line in FIG. 2), and the profile 14 also inclines rearward together with this.
前面支持部9と型材14の前記傾斜により、型材14の
重心が型材14の中心側に移動するから、この状態でハ
ンドル19を用いて台車1を押し又は引いて柱構築位置
まで移動させる。柱構築位置には、すでに鉄骨や補強筋
等からなる補強部材24が柱の形状に配置されている。Due to the above-mentioned inclination of the front support part 9 and the profile 14, the center of gravity of the profile 14 moves toward the center of the profile 14, so in this state, the handle 19 is used to push or pull the trolley 1 to move it to the column construction position. At the column construction position, a reinforcing member 24 made of a steel frame, reinforcing bars, etc. is already arranged in the shape of a column.
ここに移動した状態が第5図において傾斜して示される
型材14である。The state in which it has been moved is the shape member 14 shown tilted in FIG.
柱の構築位置にまで移動した後には、前記とは逆に前面
支持部9を垂直状態又はそれよりさらムこ前側に僅かに
傾斜した状態に戻して型材14の前端下部を床」二に乗
せ、ヘルド15を解いてから台車1を後退さ−Uる。前
面支持部9を前記のように戻すときには、ペダル22に
足を掛iJで体重を負荷することで型材14を床に緩や
かに置くことができる。また台車1の下端支持部16は
前後方向には短い寸法となっているから、これを型材1
4の下側へ挿入し、また引き抜(作業は容易となる。After moving to the column construction position, contrary to the above, return the front support part 9 to a vertical state or a state slightly inclined to the front side of the frame, and place the lower part of the front end of the shape member 14 on the floor. , release the heald 15 and then move the trolley 1 backward. When returning the front support portion 9 as described above, the shape member 14 can be placed gently on the floor by placing the foot on the pedal 22 and applying the weight at iJ. In addition, since the lower end support portion 16 of the truck 1 has a short dimension in the front-rear direction, it is
4, and then pull it out again (the work becomes easier).
台車Iを後退させる前記作業によって型材14は所定位
置に配置されることになる。By the above-mentioned operation of reversing the truck I, the profile 14 is placed in a predetermined position.
同様にして、もう一方の型材14も、すでに配置された
型材14に対向させて配置し、両型材14間をアングル
材からなる連結具25により連結する。Similarly, the other molded material 14 is also placed opposite to the molded material 14 that has already been placed, and both molded materials 14 are connected by a connector 25 made of an angle material.
連結具25は、第8図に示すように2つのポル1
ト孔26を開設してあり、その一方は長孔をなして両型
材14の間隔を調整可能にしである。型材14には表面
に突出するボルト28を支持するインサート部材(ナラ
1−)27を埋設してあり、このボルト28を前記孔2
6に挿通させて連結具25を取付けたうえインサート部
材(ナンド)27に螺合する。29は発泡合成樹脂から
なるシール材であり、柱型枠23内打設したコンクリ−
1・の硬化後には撤去し、1」地相を充填する。As shown in FIG. 8, the connector 25 has two port holes 26, one of which is an elongated hole so that the distance between the two molded members 14 can be adjusted. An insert member (Nara 1-) 27 that supports a bolt 28 protruding from the surface is embedded in the shape material 14, and this bolt 28 is inserted into the hole 2.
6 and attach the connector 25, and then screw it onto the insert member (NAND) 27. 29 is a sealing material made of foamed synthetic resin, which is used to seal the concrete poured inside the column formwork 23.
After 1. is cured, it is removed and filled with 1” geological formation.
連結具25は、アングル材の一方のフランジ部が上面を
向くように設置し、このフランジ部の上面に支持させて
クランプ31を配置する。このクランプ31は、対向し
た両型材14を囲んで複数配置され、各クランプ31間
はクサビ等の固定具32によって固定されて、柱型枠2
3内部に打設されるコンクリートの内圧に耐えるように
しである。第6図においては、上下複数の各クランプ3
1が同一の間隔により配置されているが、第5図に示す
左側の柱型枠23に示すように内圧の高くなる下部の上
下間隔を狭くし、上部の間隔を広く2
してもよい。なお、両型材14の間で前記シール材29
は前記連結材25により部分的に欠落するが、ここから
内部コンクリ−1・の充填状態や骨材分離状態等を観察
することができる。The connector 25 is installed so that one flange of the angle member faces upward, and the clamp 31 is supported on the upper surface of this flange. A plurality of clamps 31 are arranged surrounding both of the opposing shapes 14, and each clamp 31 is fixed with a fixture 32 such as a wedge, and the column formwork 14 is
3. It is designed to withstand the internal pressure of concrete placed inside. In FIG. 6, each of the upper and lower clamps 3
1 are arranged at the same spacing, but as shown in the column frame 23 on the left side of FIG. 5, the vertical spacing in the lower part where the internal pressure is high may be narrower, and the spacing in the upper part may be wider. Note that the sealing material 29 is
Although it is partially missing due to the connecting material 25, it is possible to observe the filling state of the internal concrete 1, the state of aggregate separation, etc. from here.
柱型枠23の内部に打設したコンクリートの硬化後には
、前記クランプ31と連結具25とを撤去するとともに
、インサート部材(ナツト)27に螺合していたボルト
28を撤去し、さらに前記のようにシール材29も撤去
し、その跡には充填材や仕上げ材を用いて表面の仕上げ
を施す。After the concrete poured inside the column formwork 23 has hardened, the clamp 31 and the connector 25 are removed, the bolt 28 screwed into the insert member (nut) 27 is removed, and the above-mentioned The sealing material 29 is also removed, and the surface is finished using filler or finishing material in its place.
なお、この実施例にあっては、柱型枠23を平断面四角
形とし、その結果型材14を溝形としたが、柱型枠23
が円形その他の平断面を有する場合には、その形状に対
応した型材14の形状とし、台車1はこれに対応した前
面支持部9及び下端支持部16の形状とし、さらに連結
具25及びクランプ31の形状もこれに対応させればよ
い。In addition, in this embodiment, the column formwork 23 has a flat cross-sectional square shape, and as a result, the mold member 14 has a groove shape; however, the column formwork 23
If it has a circular or other flat cross section, the shape 14 is shaped to correspond to that shape, the front support part 9 and the lower end support part 16 of the truck 1 are shaped accordingly, and the connector 25 and the clamp 31 are shaped accordingly. The shape of should also correspond to this.
〔発明の効果]
以上説明したように、この発明の柱型枠組立方法によれ
ば、型材を立てた状態で台車の前端に支持させ、且つ台
車から取り外すため、台車への着脱が容易となる一方、
型材の搬送時は型材が後方に倒れて傾斜状態にあるから
、型材の重心が台車の中心側に移動するため作業員が台
車を手で押すことにより搬送できる。このため、クレー
ンやフォークリフト等の動力を用いた搬送機械を使用す
ることなく、打込型枠の型材を人力により容易に1般送
して所定位置に設置することができる。[Effects of the Invention] As explained above, according to the column form assembly method of the present invention, the form is supported on the front end of the truck in an upright state and removed from the truck, making it easy to attach and detach from the truck. on the other hand,
When transporting the moldings, the moldings fall backwards and are in an inclined state, so the center of gravity of the moldings moves toward the center of the trolley, allowing the worker to transport them by pushing the trolley by hand. Therefore, without using a powered conveyance machine such as a crane or a forklift, the material of the cast formwork can be easily transported manually and installed at a predetermined position.
また、この発明の柱型枠組立用の台車によれば、前記の
ようにクレーンやフォークリフト等の動力を用いた搬送
機械を使用することなく、打込型枠の型材を人力により
容易に1般jail、設置することができるほか、前面
支持部の下側にある下端支持部が左右方向に延びている
ために、型材の幅方向にわたって充分に支持できるとと
もに、下端支持部の前後方向の幅が小さいため、型材の
台車への搭載及び台車から設置位置への設置を容易に行
うことができ、また搬送時には伸縮部材の縮小により前
面支持部を後方に傾斜させて型材の重心を台車中心側に
移動さセることがてきるから搬送も容易になる。Further, according to the trolley for assembling column formwork of the present invention, it is possible to easily assemble the formwork of the cast formwork by hand without using a powered conveyance machine such as a crane or forklift as described above. In addition to being able to be installed in a jail, the lower end support section on the underside of the front support section extends in the left-right direction, so it can be sufficiently supported across the width of the shape material, and the width of the lower end support section in the front-rear direction can be reduced. Because of its small size, it is easy to load the profile onto the trolley and install it from the trolley to the installation location.Also, during transportation, the front support part is tilted backwards due to the shrinkage of the telescopic member, and the center of gravity of the profile is moved toward the center of the trolley. Since it can be moved, transportation becomes easier.
第1図は台車の前面支持部と下端支持部の正面図、第2
図は台車の側面図、第3図は台車の伸縮部材と基部の背
面図、第4図は台車の伸縮部材を省略した平面図、第5
図は柱構築現場の説明図、第6図は柱型枠の正面図、第
7図は第6図の平断面図、第8図は連結具の正面図、第
9図は第8図のIX−IX線断面図、第10図は第9図
のX−X線断面図である。
■・・・台車、2・・・基部、5・・・後輪、7・・・
前輪、9・・・前面支持部、14型材、16・・・下端
支持部、17・・・伸縮部材、18・・・伸縮機構、1
9・・・ハンドル、22・・・ペダル、23・・・柱型
枠、25・・連結具、29・・・シール材、31・・・
クランプ。
第
3
図
461−Figure 1 is a front view of the front support part and lower end support part of the trolley;
The figure is a side view of the trolley, Figure 3 is a back view of the telescopic member and base of the trolley, Figure 4 is a plan view with the telescopic member of the trolley omitted, and Figure 5
The figure is an explanatory diagram of the column construction site, Figure 6 is a front view of the column formwork, Figure 7 is a cross-sectional plan view of Figure 6, Figure 8 is a front view of the connector, and Figure 9 is the same as Figure 8. FIG. 10 is a cross-sectional view taken along line IX--IX, and FIG. 10 is a cross-sectional view taken along line X--X in FIG. ■...Dolly, 2...Base, 5...Rear wheel, 7...
Front wheel, 9... Front support part, 14 Shape member, 16... Lower end support part, 17... Telescopic member, 18... Telescopic mechanism, 1
9... Handle, 22... Pedal, 23... Column formwork, 25... Connector, 29... Sealing material, 31...
clamp. 3rd figure 461-
Claims (3)
材を支持する台車を用い、この台車により前記型材を立
てた状態で支持し、前記台車の型材支持部分を後方に倒
して型材を傾斜状態で組立位置に搬送し、組立位置で前
記台車の型材支持部分を復元させて型材を立てるととも
に前記台車による支持を解放して前記型材を組立位置に
設置する一方、他方の型材を前記同様にして前記設置済
の型材に対向させて設置し、これら両型材間をこれらに
掛け渡した連結具により連結するとともに、対向した両
型材の周囲をクランプにより締結することを特徴とする
とする柱型枠の組立方法。(1) Use a truck that supports one of the shapes for composing the driving formwork of the column facing each other, and use this truck to support the said shape in an upright state, and then tilt the shape support part of the truck backwards. The profile is conveyed in an inclined state to the assembly position, and at the assembly position, the profile support part of the trolley is restored to stand the profile, and the support by the carrier is released to install the profile in the assembly position, while the other profile is placed in the assembly position. is installed opposite to the already installed shape material in the same manner as above, and the two shape materials are connected by a connecting tool that spans them, and the peripheries of the two opposed shape materials are fastened with a clamp. How to assemble column formwork.
とを特徴とする第1請求項記載の柱型枠の組立方法。(2) The method for assembling a column form according to claim 1, characterized in that the clamps are fastened while being supported by the connectors.
れて立設され、打込型枠を構成するための複数の型材の
1つを前面で支持する前面支持部と、 (c)この前面支持部の下端にあって左右方向に延び前
記型材を下端から支持する幅狭の板状下端支持部と、 (d)前記前面支持部の上部と前記基部の後部とにいず
れも角度可変に連結され且つ中途に伸縮機構を備えた伸
縮部材と、 (e)前記伸縮部材に前記伸縮機構より上部において設
けられて人が伸縮部材を伸縮操作するためのハンドルと
、 を備えたことを特徴とする柱型枠組立用の台車。(3) (a) A base with wheels on the front and rear; (b) One of a plurality of shapes that are tiltably supported and erected with respect to the base at the lower part and constitute a driving formwork. (c) a narrow plate-shaped lower end support part that is located at the lower end of the front support part and extends in the left-right direction and supports the profile from the lower end; (d) the front support part (e) a telescopic member provided above the telescopic mechanism to allow a person to extend and retract the telescopic member; A trolley for assembling column formwork, characterized by having a handle for operation and the following.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31131189A JPH07103686B2 (en) | 1989-11-30 | 1989-11-30 | Method for assembling pillar formwork and trolley for assembling pillar formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31131189A JPH07103686B2 (en) | 1989-11-30 | 1989-11-30 | Method for assembling pillar formwork and trolley for assembling pillar formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03172462A true JPH03172462A (en) | 1991-07-25 |
| JPH07103686B2 JPH07103686B2 (en) | 1995-11-08 |
Family
ID=18015611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31131189A Expired - Lifetime JPH07103686B2 (en) | 1989-11-30 | 1989-11-30 | Method for assembling pillar formwork and trolley for assembling pillar formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07103686B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0762864A (en) * | 1993-06-15 | 1995-03-07 | Toda Constr Co Ltd | Pillar formwork equipment |
| JP2013185321A (en) * | 2012-03-06 | 2013-09-19 | Ohbayashi Corp | System form and installation method thereof |
| CN111075480A (en) * | 2019-12-31 | 2020-04-28 | 上海市机械施工集团有限公司 | A self-tilting side wall formwork trolley, device and using method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779257B (en) * | 2018-12-25 | 2021-05-18 | 浙江华临建设集团有限公司 | Novel construction device and construction method for filler wall constructional column for building construction |
-
1989
- 1989-11-30 JP JP31131189A patent/JPH07103686B2/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0762864A (en) * | 1993-06-15 | 1995-03-07 | Toda Constr Co Ltd | Pillar formwork equipment |
| JP2013185321A (en) * | 2012-03-06 | 2013-09-19 | Ohbayashi Corp | System form and installation method thereof |
| CN111075480A (en) * | 2019-12-31 | 2020-04-28 | 上海市机械施工集团有限公司 | A self-tilting side wall formwork trolley, device and using method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07103686B2 (en) | 1995-11-08 |
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