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JP7078241B1 - Fence for safety measures of residual formwork construction - Google Patents

Fence for safety measures of residual formwork construction Download PDF

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JP7078241B1
JP7078241B1 JP2021165870A JP2021165870A JP7078241B1 JP 7078241 B1 JP7078241 B1 JP 7078241B1 JP 2021165870 A JP2021165870 A JP 2021165870A JP 2021165870 A JP2021165870 A JP 2021165870A JP 7078241 B1 JP7078241 B1 JP 7078241B1
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formwork
receiving portion
connecting receiving
tool
fitting
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準 伊藤
一人 岡山
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四国ブロック工業株式会社
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Abstract

【課題】板状の残存型枠を用いたコンクリート構造物に係る土木工事において、残存型枠の設置時及びコンクリート打設作業時に連続して、高所作業の作業員の安全を確保しつつ、再利用可能な仮設の安全柵。【解決手段】残存型枠の上部背面若しくは上面に固定する着設受具と、該着設受具と係合して、残存型枠に着設する着設具と、該着設具に装着する取外し容易な連結具と、該連結具に立設する支柱部材と、該支柱部材間に略水平に架設する手摺部材と、を備えた安全柵を提供するものである。【選択図】図1PROBLEM TO BE SOLVED: To ensure the safety of workers working at a high place continuously at the time of installing the residual formwork and the concrete placing work in the civil engineering work relating to the concrete structure using the plate-shaped residual formwork. Reusable temporary safety fence. SOLUTION: A fitting to be fixed to the upper back surface or the upper surface of a residual formwork, a fitting to engage with the fitting and to be attached to the remaining formwork, and to be attached to the fitting. Provided is a safety fence provided with a connecting tool that can be easily removed, a support member that stands on the connection tool, and a handrail member that is erected substantially horizontally between the support members. [Selection diagram] Fig. 1

Description

本発明は、土木構造物構築のための残存型枠を用いた工事の施工時の安全対策に関するものである。 The present invention relates to safety measures at the time of construction using a residual formwork for constructing a civil engineering structure.

コンクリート工事においては、現場作業員の不足や安定した品質確保の観点からプレキャスト製品が頻繁に用いられている。プレキャストコンクリート製品とは、事前に工場で製作した現場に即したコンクリート製品である。土木工事に用いられる残存型枠は、型枠脱型の必要のないコンクリート製の板材で、連結して使用され、背面側に生コンクリートを打設し、打設コンクリートと残存型枠とが一体のコンクリート構造物を構築する。 In concrete works, precast products are frequently used from the viewpoint of shortage of on-site workers and ensuring stable quality. Precast concrete products are concrete products that are manufactured in advance at the factory and are suitable for the site. The residual formwork used for civil engineering work is a concrete plate material that does not need to be demolded, and is used by connecting them. Ready-mixed concrete is placed on the back side, and the cast concrete and the remaining formwork are integrated. Build a concrete structure.

土木工事における残存型枠は、特に、砂防堰堤工事等の高所において、脱型の作業が無いため足場を使用する必要がなく、幅広く利用されている。その場合、残存型枠設置に係る残存型枠の吊り上げやコンクリート投入のためのクレーンの作業等を除き、残存型枠組立やコンクリートの締固め等の打設作業を残存型枠背面側で作業員が進めることとなる。一般に、高さ2m以上の作業床で作業員の墜落の危険がある場合には、作業床の端部に手摺等の設置がなされる。しかしながら、残存型枠は、次々と積上げられ、その都度、仮設の安全対策を効率的に施すのは手間のかかる作業で、高所における作業員の墜落・転落防止等安全対策は、重要な課題となっている。 Remaining formwork in civil engineering work is widely used, especially in high places such as sabo dam construction, because there is no need to use scaffolding because there is no demolding work. In that case, except for the lifting of the remaining formwork related to the installation of the remaining formwork and the work of the crane for putting in concrete, the workers perform the casting work such as assembling the remaining formwork and compacting the concrete on the back side of the remaining formwork. Will proceed. Generally, when there is a risk of a worker falling on a work floor with a height of 2 m or more, a handrail or the like is installed at the end of the work floor. However, the remaining formwork is piled up one after another, and it is a laborious task to efficiently implement temporary safety measures each time, and safety measures such as prevention of workers from falling at high places are important issues. It has become.

図11(1)~図11(4)に残存型枠を用いた工事の施工手順の概略を示す。
図11(1)は、硬化したコンクリート面を基面とし、設置済み残存型枠上に新たな残存型枠を組立ている状態でその残存型枠には、下方の設置済みの残存型枠との連結金具やコンクリート中に埋め込まれたアンカーから残存型枠に架設された残存型枠支持棒材が設置済みの状態である。残存型枠を固定させ、基面上に打設する生コンクリートからの圧力に対抗するためである。
図11(2)は、残存型枠が設置された段階で、残存型枠上に工事用の仮設の安全柵を設けている。次の作業として、基面上から組み立て済みの残存型枠の上面まで生コンクリートを打設する際の作業員の安全を確保するためである。
図11(3)は、生コンクリート打設途上を示すもので、この状態で、作業員は、クレーン等で投入された生コンクリートの敷均しや締固めを足元が不安定な生コンクリート上で行う必要がある。
図11(4)は、計画面まで生コンクリートを打設し、養生作業を行い、コンクリート硬化後、新たな残存型枠を組立てている状態である。コンクリート上面のレイタンスの除去や洗浄作業は、残存型枠設置前に行われるのが一般的である。その後、図11(4)に示すように、安全柵の取り外しや残存型枠の組立て作業が高所で安全柵の無い状態で行われているのが現状である。
11 (1) to 11 (4) show the outline of the construction procedure of the construction using the remaining formwork.
FIG. 11 (1) shows a state in which a new residual formwork is assembled on the installed residual formwork with the hardened concrete surface as the base surface, and the remaining formwork is the same as the lower installed residual formwork. The remaining formwork support rods erected on the remaining formwork from the connecting metal fittings and anchors embedded in the concrete are already installed. This is to fix the remaining formwork and counter the pressure from the ready-mixed concrete placed on the base surface.
In FIG. 11 (2), a temporary safety fence for construction is provided on the remaining formwork at the stage when the remaining formwork is installed. The next task is to ensure the safety of workers when placing ready-mixed concrete from the base surface to the upper surface of the assembled residual formwork.
FIG. 11 (3) shows the ready-mixed concrete being placed in the process. In this state, the worker spreads and compacts the ready-mixed concrete thrown in by a crane or the like on the ready-mixed concrete whose feet are unstable. There is a need to do.
FIG. 11 (4) shows a state in which ready-mixed concrete is placed up to the planned surface, curing work is performed, and after the concrete is hardened, a new residual formwork is assembled. The latency removal and cleaning work on the concrete upper surface is generally performed before the remaining formwork is installed. After that, as shown in FIG. 11 (4), the work of removing the safety fence and assembling the remaining formwork is currently performed at a high place without the safety fence.

図12に示すのが高所での残存型枠工事に一般的に使用されている安全柵である。図12(1)は、隣接する残存型枠間に鉛直方向に円筒上の空間を設け、安全柵の支柱を容易に立て込めるようにしたものである。図12(1-1)は、隣接する残存型枠間の詳細図を示している。図12(2)及び図12(2-1)は、残存型枠上面にコンクリート用インサートナットを埋込み、安全柵の支柱基礎をボルト固定したものである。 Figure 12 shows a safety fence that is generally used for residual formwork work at high altitudes. In FIG. 12 (1), a space on a cylinder is provided in the vertical direction between the adjacent remaining formwork so that the support of the safety fence can be easily erected. FIG. 12 (1-1) shows a detailed view between adjacent remaining formwork. In FIGS. 12 (2) and 12 (2-1), a concrete insert nut is embedded in the upper surface of the remaining formwork, and the pillar foundation of the safety fence is bolted.

このような残存型枠工事の高所作業における安全対策としては、図12に示すような残存型枠上面に設けられた支柱建て込み用孔若しくはインサートナットを利用して支柱を建て、該支柱に手摺を取り付けた安全柵を用いている。関連するコンクリート工事における高所作業に関しては、型枠の横端太材を上下には挟み込んで固定する下部固定部と型枠天端の桟木に取付ける上部抑え金物などによって支柱を取付ける発明が提案されている(特開2014-43678)。これらの安全対策では、型枠に直付けであり、型枠設置、撤去時には、安全柵は設けられていないなど、作業時全体に亘る安全対策としては、不充分である。 As a safety measure in such aerial work of the remaining formwork, a support is built by using a support hole or an insert nut provided on the upper surface of the remaining form as shown in FIG. A safety fence with handrails is used. Regarding high-altitude work in related concrete works, an invention has been proposed in which a support is attached by a lower fixing part that sandwiches and fixes the horizontal end thick material of the formwork above and below and an upper holding metal fitting that is attached to the stile at the top of the formwork. (Japanese Patent Laid-Open No. 2014-43678). These safety measures are directly attached to the formwork, and no safety fence is provided when the formwork is installed or removed, which is insufficient as a safety measure for the entire work.

また、関連する高所作業時における安全対策として、補強土壁工事の施工段階での壁面材に連結して、敷網材を敷設し、壁面材の前面起立部の内面に安全柵支柱支持管を取付ける発明が提案されている(特開2010-112133)。その他、壁面パネル(壁面材)の開口部における安全策として、着脱自在に固定される把持部と開口部前側に設ける水平手摺を備えた発明があり(特開2005-188170号)、開口部を挟んで壁面材の上端部に少なくとも2つの鉤状係止具の鉤部をそれぞれ引掛けて、鉤状係止具に開口部を横切る棒状部材を係止する柵の発明がある(特開2012-154085号)。これらの補強土壁工事に係る安全対策として十分ではない点は、壁面材の組立ての際、壁面材のコネクティブ(補強材連結金具)部分が支障になるため、柵を外さざるを得ない点や安全柵を壁面材前面に設ける提案では、安全柵を撤去する作業に危険を伴うなどの問題がある。 In addition, as a safety measure during related high-altitude work, a net material is laid by connecting to the wall material at the construction stage of reinforced soil wall construction, and a safety fence support pipe is installed on the inner surface of the front upright part of the wall material. An invention to be attached has been proposed (Japanese Patent Laid-Open No. 2010-112133). In addition, as a safety measure in the opening of the wall panel (wall material), there is an invention provided with a grip portion that is detachably fixed and a horizontal handrail provided on the front side of the opening (Japanese Patent Laid-Open No. 2005-188170). There is an invention of a fence that hooks the hooks of at least two hook-shaped locking tools to the upper end of the wall material by sandwiching them, and locks the rod-shaped member that crosses the opening to the hook-shaped locking tool (Japanese Patent Laid-Open No. 2012). -154805). The point that is not sufficient as a safety measure related to these reinforcing soil wall construction is that when assembling the wall material, the connective (reinforcing material connecting metal fittings) part of the wall material becomes an obstacle, so the fence must be removed. In the proposal to install the safety fence in front of the wall material, there is a problem that the work of removing the safety fence is dangerous.

出願人は、補強土壁工事における安全対策として、上記の問題点を解決するため、補強土壁の壁面材に突設されたコネクティブに支柱を有する連結部を装着し、該支柱部間に略水平に架設する手摺部を備えた安全柵を提供する発明を提案した。(特許第6346369号)。 As a safety measure in the reinforced soil wall construction, the applicant attaches a connecting part having a support to the connective projecting from the wall material of the reinforced soil wall, and omits between the support parts. We have proposed an invention that provides a safety fence with a handrail that is erected horizontally. (Patent No. 6346369).

特開2014-43678号公報Japanese Unexamined Patent Publication No. 2014-43678 特開2010-112133号公報Japanese Unexamined Patent Publication No. 2010-112133 特開2005-188170号公報Japanese Unexamined Patent Publication No. 2005-188170 特開2012-154085号公報Japanese Unexamined Patent Publication No. 2012-154085 特許第6346369号公報Japanese Patent No. 6346369

解決しようとする課題は、残存型枠を用いたコンクリート構造物築造工事において、高所で鉛直またはそれに近い勾配の残存型枠付近における作業である残存型枠組立てやコンクリート打設作業等の一連の工程全体において、安全ベルトの着用等作業員の行動に制限を加えることなく安全を図るものである。 The problem to be solved is a series of work such as assembling the remaining formwork and placing concrete, which is the work near the remaining formwork with a vertical or similar gradient at a high place in the concrete structure construction work using the remaining formwork. In the entire process, safety is ensured without restricting the behavior of workers such as wearing safety belts.

本発明は、板状の残存型枠を用いたコンクリート構造物に係る土木工事における安全柵を容易に設置するためのものであって、残存型枠の上部背面若しくは残存型枠の上面に設置する着設受具と、該着設受具と係合して残存型枠に着設する着設具と、該着設具に装着する連結具と、該連結具に立設する支柱部材と、該支柱部材間に略水平に架設する手摺部材と、を備えた安全柵を提供するものである。 The present invention is for easily installing a safety fence in civil engineering work relating to a concrete structure using a plate-shaped residual formwork, and is installed on the upper back surface of the residual formwork or the upper surface of the residual formwork. A fitting, a fitting that engages with the fitting and attaches to the remaining formwork, a connecting tool to be attached to the fitting, and a support member to be erected on the connecting tool. Provided is a safety fence provided with a handrail member erected substantially horizontally between the column members.

残存型枠を用いたコンクリート構造物築造工事における本発明の安全柵は、鉛直またはそれに近い勾配の残存型枠組立時に、作業員の手摺や安全ベルト設置柵となり、作業時の安全対策となる。また、残存型枠背面側へのコンクリート打設工事におけるレイタンス除去、生コンクリートの締固め、その後の養生等の作業時に、作業員が高所から落下等しないよう安全を確保することができる。 The safety fence of the present invention in the concrete structure construction work using the residual formwork becomes a handrail of a worker and a fence for installing a safety belt when assembling the residual formwork with a vertical or a gradient close to it, and is a safety measure during work. In addition, safety can be ensured so that the worker does not fall from a high place during the work of removing the latency in the concrete placing work on the back side of the remaining formwork, compacting the ready-mixed concrete, and subsequent curing.

図1は、本発明の安全柵の設置状況の説明図である。(実施例1)FIG. 1 is an explanatory diagram of an installation state of a safety fence of the present invention. (Example 1) 図2は、安全柵の基礎部を示した説明図である。(実施例1)FIG. 2 is an explanatory diagram showing the foundation of the safety fence. (Example 1) 図3は、着設受具及び着設具の詳細を示した説明図である。(実施例1)FIG. 3 is an explanatory diagram showing the details of the attachment receiver and the attachment. (Example 1) 図4は、連結具の詳細を示した説明図である。(実施例1)FIG. 4 is an explanatory diagram showing the details of the connector. (Example 1) 図5は、本発明の安全柵の設置手順を示した説明図である。(実施例2)FIG. 5 is an explanatory diagram showing an installation procedure of the safety fence of the present invention. (Example 2) 図6は、着設受具を下段型枠上面に設置した説明図である。(実施例3)FIG. 6 is an explanatory view in which the attachment receiver is installed on the upper surface of the lower formwork. (Example 3) 図7は、着設受具と着設具について、滑動可能な係合構造の説明図である。(実施例4)FIG. 7 is an explanatory diagram of a slidable engagement structure for the attachment receiver and the attachment. (Example 4) 図8は、下段型枠上面に着設した取外し可能な着設具の例を示した説明図である。(実施例5)FIG. 8 is an explanatory diagram showing an example of a removable mounting tool mounted on the upper surface of the lower formwork. (Example 5) 図9は、下段型枠と上段型枠の背面勾配が変化する場合における着設具に関する説明図である。(実施例6)FIG. 9 is an explanatory diagram of a mounting tool when the back slopes of the lower formwork and the upper formwork change. (Example 6) 図10は、着設具と連結具をボルト締結する場合の説明図である。(実施例7)FIG. 10 is an explanatory view when bolting the mounting tool and the connecting tool. (Example 7) 図11は、一般的な残存型枠の工事の施工手順等を示した説明図である。FIG. 11 is an explanatory diagram showing a construction procedure and the like for general construction of the remaining formwork. 図12は、一般的な残存工事に用いる安全柵を示した説明図である。FIG. 12 is an explanatory diagram showing a safety fence used for general residual works.

高所における残存型枠を使用したコンクリート工事について、本明細書では、安全柵に係る箇所以外は、必要な場合を除いて記載及び図示を省略する。安全柵に係る箇所以外とは、例えば、「0004」に記載した残存型枠連結金具や残存型枠支持棒材などである。以下、本明細書において用いられる用語について、説明する。
上向きに連設する板状の残存型枠を用いたコンクリート構造物に係る土木工事において、前記残存型枠のうち下方の残存型枠を下段型枠とし、該下段型枠に載置する残存型枠を上段型枠とする。
板状の残存型枠とは、前面と背面を有し、上下面及び左右の側面に利用できる程度の面積を有するコンクリート製の型枠である。前面は、コンクリート構造物が空間若しくは土と接する面であり、背面は生コンクリートが投入される面である。直方体であるとは限らない。前面及び背面に勾配を有し、上面を水平面とする平行6面体等も含まれる。また、前面形状が長方形でない異形の形状である場合でも連結することによって前面の上端が水平方向になりうるものは、対象とする。
高所作業における残存型枠の利用例として、堰堤に利用される構造物の構築を主として実施例で示し、前面の勾配は3分~鉛直のものを示す。3分勾配とは、高さ1に対して、水平方向長さ0.3の勾配をいう。即ち、tanθ=1/0.3のθに相当する傾きである。但し、本発明の利用に係る残存型枠の勾配を上記範囲に限定するものではない。
In this specification, the description and illustration of concrete work using the remaining formwork in high places are omitted except for the parts related to the safety fence. The parts other than the portion related to the safety fence are, for example, the residual formwork connecting metal fittings and the residual formwork support rods described in “0004”. Hereinafter, the terms used in the present specification will be described.
In civil engineering work related to concrete structures using plate-shaped residual formwork that is continuously installed upward, the lower remaining formwork of the remaining formwork is used as the lower formwork, and the remaining formwork is placed on the lower formwork. The frame is the upper formwork.
The plate-shaped residual formwork is a concrete formwork having a front surface and a back surface and having an area that can be used on the upper and lower surfaces and the left and right side surfaces. The front surface is the surface where the concrete structure is in contact with the space or soil, and the back surface is the surface where ready-mixed concrete is poured. It is not always a rectangular parallelepiped. A parallelepiped having a slope on the front surface and the back surface and having the upper surface as a horizontal plane is also included. Further, even if the front surface shape is not a rectangular shape but a deformed shape, the upper end of the front surface can be in the horizontal direction by connecting them is targeted.
As an example of using the remaining formwork in aerial work, the construction of the structure used for the dam is mainly shown in the examples, and the slope of the front surface is from 3 minutes to vertical. The 3-minute gradient means a gradient having a horizontal length of 0.3 with respect to a height of 1. That is, the slope corresponds to θ of tan θ = 1 / 0.3. However, the gradient of the remaining formwork according to the use of the present invention is not limited to the above range.

実施例においては、着設受具、着設具、連結具及び支柱部材は、金属製品を想定しており、着設具の接合部及び連結受部並びに連結具の上板部、下板部、側板部は、所定の厚みを有する鋼材で例えば構造用圧延鋼材の曲げ加工したものや溶接構造用圧延鋼材の溶接加工したもの用いている。接合部材ボルト、連結具係止ボルト等の連結金具は12mm~16mmが用いられるため、ボルト挿入孔は15mm~20mm程度の直径である。連結具係止ピンは、鋼棒を加工したものである。本発明は、支柱部材及び手摺部材に関しては、円管を基本とした実施例を示すが、支柱部材に関しては、円管の他、角パイプや溝形鋼、山形鋼等の形鋼など支柱としての強度を有するものであればよい。手摺に関しては、円管以外、棒材等もある。但し、上記全て部材に関して、鋼材や金属であることを限定するものではなく、所定の強度を有するものであればよい。 In the embodiment, the mounting tool, the mounting tool, the connecting tool, and the support member are assumed to be metal products, and the joint portion and the connecting receiving portion of the mounting tool, and the upper plate portion and the lower plate portion of the connecting tool are assumed. As the side plate portion, a steel material having a predetermined thickness, for example, a bent steel material for structural use or a welded steel material for welded structure is used. Since 12 mm to 16 mm is used for the connecting metal fittings such as the joining member bolt and the connecting tool locking bolt, the bolt insertion hole has a diameter of about 15 mm to 20 mm. The connector locking pin is a machined steel rod. The present invention shows an embodiment based on a circular pipe for a support member and a handrail member, but as a support member, as a support such as a square pipe, a channel steel, a shaped steel such as angle steel, in addition to a circular pipe. It suffices as long as it has the strength of. As for handrails, there are also rods, etc. other than circular pipes. However, all of the above members are not limited to being steel or metal, and may have a predetermined strength.

図1は、本発明の安全柵2を、前面及び背面共に鉛直勾配の下段型枠11の背面上部に、設置した状況図である。上段型枠12は、前記下段型枠と同一形状で同一勾配であるが、前記安全柵設置段階で、上段型枠は未設置であるため破線で表示している。上記安全柵の設置状況で、着設受具3、着設具4及び連結具5並びに支柱部材6の下部についての拡大図が図2(1)、図2(2)である。 図2には、各構成部材についての配置を示し、分解した部材構造図若しくは断面図を図3及び図4に示す。
本例での着設受具は、図1に示すように下段型枠背面16上部の2箇所に埋め込まれている埋込雌螺子31である。詳細は、図3(1-1)、(1-2)に示している。図3(1-2)は、図2(1)に表示するA-A方向で、図2(2)の範囲abcdを表したもので、図3(1-1)は、図2(2)に表示するB-B方向で、図2(1)の範囲efghを表示したものである。前記埋込雌螺子は、下段型枠の背面側に挿入部を有し、下段型枠内部中央付近に先端フランジを有する。
FIG. 1 is a situation diagram in which the safety fence 2 of the present invention is installed on the upper part of the back surface of the lower formwork 11 having a vertical gradient on both the front surface and the back surface. The upper formwork 12 has the same shape and the same slope as the lower formwork, but is indicated by a broken line because the upper formwork has not been installed at the safety fence installation stage. 2 (1) and 2 (2) are enlarged views of the lower part of the attachment receiver 3, the attachment tool 4, the connecting tool 5, and the support column member 6 in the installation state of the safety fence. FIG. 2 shows the arrangement of each component, and FIGS. 3 and 4 show a disassembled member structure diagram or a cross-sectional view.
As shown in FIG. 1, the mounting receiver in this example is an embedded female screw 31 embedded in two places on the upper part of the back surface 16 of the lower formwork. Details are shown in FIGS. 3 (1-1) and (1-2). FIG. 3 (1-2) shows the range abcd of FIG. 2 (2) in the direction of AA displayed in FIG. 2 (1), and FIG. 3 (1-1) shows FIG. 2 (2). ) Is displayed in the BB direction, and the range efgh of FIG. 2 (1) is displayed. The embedded female screw has an insertion portion on the back surface side of the lower formwork, and has a tip flange near the center inside the lower formwork.

本例の着設具4について、図2に示す着設具及び接合部材ボルト44を、接触する部材間に離隔を確保して分離した状態で表したものが図3(2-1)~(2-4)である。図3(2-1)は、図2の範囲ijklを示す着設具を分離した左側面図である。図3(2-2)は、図2の範囲mnopを示す残存型枠背面側からの正面図のであり、図3(2-4)は、接合部材ボルトの正面図である。図3(2-3)は、図2の着設具の平面図である。これらは、先述のように、下段型枠11、上段型枠12との接触面から離隔した状態で、図2に示す連結具5を取り除いた状態を表している。着設具全体としては、図3(2-1)の側面視で示すような逆L型である。
着設具の下部の平板の区間である接合部41は、下段型枠背面16に着接する接合面42と、接合部材挿入孔43を有している。前記着設受具の埋込雌螺子31に螺合する接合部材ボルト44によって締付けられ、着接箇所に作用する摩擦力によって下段型枠背面に鉛直上方を長手方向に着設されている。請求項1及び請求項2に記載の「該着設受具に係合し」とは、本例においては、着設受具の埋込雌螺子と該雌螺子に螺合する接合部材ボルト及び接合部材挿入孔との係合をいう。
連結受部45は、下段型枠と上段型枠の境界の上方で、上段型枠背面に対して略直角方向に曲折した後の平板区間であり、中央部に連結具を係止するための連結受部係止孔46が設けられている。前記の連結受部の上段型枠背面に対して略直角方向であることに関しては、支柱部材6及び手摺部材7等を取り付けた状態での形状である。支柱部材及び手摺部材の重量を考慮する必要があるからである。略直角方向に設置しているのは、連結具5に立設する前記支柱部材6及び手摺部材7が上段型枠設置の支障になることなく、安全柵2として高所作業の端部での安全を確保するためである。
Regarding the mounting tool 4 of this example, the mounting tool and the joining member bolt 44 shown in FIG. 2 are shown in a state of being separated by ensuring a separation between the contacting members from FIGS. 3 (2-1) to (2). 2-4). FIG. 3 (2-1) is a left side view of the fittings showing the range ijkl of FIG. 2 separated. FIG. 3 (2-2) is a front view from the back surface side of the remaining formwork showing the range mnop of FIG. 2, and FIG. 3 (2-4) is a front view of the joint member bolt. FIG. 3 (2-3) is a plan view of the mounting tool of FIG. These represent a state in which the connecting tool 5 shown in FIG. 2 is removed while being separated from the contact surface with the lower formwork 11 and the upper formwork 12 as described above. The entire mounting tool has an inverted L shape as shown in the side view of FIG. 3 (2-1).
The joint portion 41, which is a section of the flat plate at the lower part of the fitting, has a joint surface 42 that is in contact with the back surface 16 of the lower formwork and a joint member insertion hole 43. It is tightened by a joint member bolt 44 screwed into the embedded female screw 31 of the attachment receiving tool, and is vertically attached vertically upward to the back surface of the lower formwork by the frictional force acting on the attachment portion. The "engagement with the mounting receiver" described in claims 1 and 2 means, in this example, the embedded female screw of the mounting receiver and the joint member bolt screwed to the female screw. Engagement with the joint member insertion hole.
The connecting receiving portion 45 is a flat plate section above the boundary between the lower form and the upper form and bent in a direction substantially perpendicular to the back surface of the upper form, and is for locking the connecting tool to the central portion. A connecting receiving portion locking hole 46 is provided. Regarding the direction substantially perpendicular to the back surface of the upper form of the connecting receiving portion, it is a shape in a state where the support column member 6, the handrail member 7, and the like are attached. This is because it is necessary to consider the weight of the support column member and the handrail member. The reason why they are installed in the substantially right angle direction is that the support member 6 and the handrail member 7 standing on the connector 5 do not interfere with the installation of the upper formwork, and are installed at the end of the work at a high place as the safety fence 2. This is to ensure safety.

本例の連結具5の詳細は、図4(1)~(6)に示す。図4(2)のA-A断面図、4(3)の正面図及び4(4)のB-B断面図に示すように、前記着設具4の連結受部45が連結具の上板部51、下板部52及び側板部53の囲まれた空間に挿入する状態で、連結受部の上面は、上板部と下面と接している。連結具が連結受部上に載置され、着設具と連結具が連結具係止ピン57によって軸止されている。
図4(5)の模式の斜視図で説明すると、前記連結具係止ピンで軸止前の状態では、連結受部上を連結具は、前後(長手方向)、左右(短手方向)、上下に動き得る状態であるが、摺動可能な左右の短手方向の動きに対しては、上板部の両端部から垂設されている側板部によって制限され、支柱部材6からの荷重に係る上下方向の動きは、上板部及び横板部から横設されている下板部によって制限されている。本例では、下板部が左右の両側板部と連結した状態で連続した1枚の板になっているが、上板が上に動くことを制限できれば良いので、例えば両横板部から帯状に横設されていても良いし、片方からの横設によっても連結具が連結受部から落下しない程度の幅で充分である。また、図4(2)に示す上板孔及び下板孔を通じて連結受部を貫通する連結具係止ピンは、連結受部上で連結部を軸止し、前後(長手方向)の動きを止めており、図4(6)に示すように軸止部を形成している。本例では、下板孔が必要になるが、先述の理由で下板孔の形状によっては、必ずしも必要なものではない。
本例では、連結受部が連結具の上板部、下板部及び側板部に囲まれた状態は、遊挿状態であるが、前記の様に連結受部上での連結具の動きが制限され、連結具係止ピンの軸止と連結受部上面と連結具の上板部下面の摩擦に加え、支柱部材間を架設する手摺部材7の効果が加わり、安定した連結状態となっている。連結具が着設具に対して着脱容易で独立した部材としているのは、連結具を下段型枠11に着設された着設具から取外し、上段型枠12に着設された着設具に容易に装着させることができることを目指したためである。また、安全柵2の用途上の本体部分に相当する支柱部材及び手摺部材に関しては、支柱部材は、前記連結具上に立設されており、連結具の着設具への装着によって、同時に支柱部材が必要な箇所に設置される。本例において、手摺部材7は、図1(1)U字の取付け金具である手摺取付け部材71によって支柱部材間を水平方向に架設されている。従って、必要な人員若しくは吊り機器の配置によって、所定の支柱間に架設された手摺部材をも同時に設置することが可能となっている。手順については、実施例2で説明する。
Details of the connector 5 of this example are shown in FIGS. 4 (1) to 4 (6). As shown in the cross-sectional view taken along the line AA of FIG. 4 (2), the front view of FIG. The upper surface of the connecting receiving portion is in contact with the upper plate portion and the lower surface in a state of being inserted into the space surrounded by the plate portion 51, the lower plate portion 52, and the side plate portion 53. The connecting tool is placed on the connecting receiving portion, and the fitting and the connecting tool are pivotally fixed by the connecting tool locking pin 57.
Explaining with a schematic perspective view of FIG. 4 (5), in the state before the shaft stop with the connector locking pin, the connector is placed on the coupling receiving portion in the front-rear direction (longitudinal direction), left-right (short direction), and Although it is in a state where it can move up and down, the slidable left and right movements in the lateral direction are restricted by the side plate portions suspended from both ends of the upper plate portion, and the load from the support member 6 is applied. The vertical movement thereof is restricted by the lower plate portion laterally provided from the upper plate portion and the horizontal plate portion. In this example, the lower plate is connected to the left and right side plates to form a continuous plate, but it is sufficient if the upper plate can be restricted from moving upward, so for example, a strip shape is formed from both horizontal plates. It may be installed horizontally, or it is sufficient that the connecting tool does not fall from the connecting receiving portion even if it is installed horizontally from one side. Further, the connecting tool locking pin penetrating the connecting receiving portion through the upper plate hole and the lower plate hole shown in FIG. 4 (2) pivotally stops the connecting portion on the connecting receiving portion and moves back and forth (longitudinal direction). It is stopped and forms a shaft stop as shown in FIG. 4 (6). In this example, a lower plate hole is required, but it is not always necessary depending on the shape of the lower plate hole for the reason described above.
In this example, the state in which the connecting receiving portion is surrounded by the upper plate portion, the lower plate portion, and the side plate portion of the connecting tool is a free insertion state, but the movement of the connecting tool on the connecting receiving portion is as described above. In addition to the friction between the shaft stop of the coupling tool locking pin, the upper surface of the coupling receiving portion, and the lower surface of the upper plate portion of the coupling tool, the effect of the handrail member 7 erection between the column members is added, resulting in a stable connection state. There is. The connecting tool is an independent member that is easy to attach and detach to the fitting, because the connecting tool is removed from the fitting attached to the lower formwork 11 and attached to the upper formwork 12. This is because we aimed to make it easy to install. Further, regarding the strut member and the handrail member corresponding to the main body portion in the application of the safety fence 2, the strut member is erected on the connecting tool, and when the connecting tool is attached to the fitting, the strut member is simultaneously supported. Members are installed where they are needed. In this example, the handrail member 7 is erected horizontally between the column members by the handrail mounting member 71, which is a U-shaped mounting bracket in FIG. 1 (1). Therefore, it is possible to simultaneously install the handrail member erected between the predetermined columns by arranging the necessary personnel or suspension equipment. The procedure will be described with reference to Example 2.

本例の着設受具3は、図3(1-1)に示すように、下段型枠11の背面上部に埋め込まれた埋込雌螺子31で、図3(1-2)に示すように型枠背面16に設置されている。着設受具は、着設具4の接合部41を下段型枠の面に接合させる接合部と係合する部材であればよいので埋込雌螺子に限らない。但し、着設具は、着設受具から取外して再利用できるためには、取り外し可能な接合部材と着設受具でなければならない。また、型枠背面若しくは上面をスライドさせて、着設させる着設受具は、実施例4で説明する。 As shown in FIG. 3 (1-1), the mounting receiver 3 of this example is an embedded female screw 31 embedded in the upper part of the back surface of the lower formwork 11, as shown in FIG. 3 (1-2). It is installed on the back surface 16 of the formwork. The attachment receiver is not limited to the embedded female screw as long as it is a member that engages with the joint portion that joins the joint portion 41 of the attachment tool 4 to the surface of the lower formwork. However, the fitting must be a removable joining member and a fitting to be able to be removed from the fitting and reused. Further, a mounting receiver to be mounted by sliding the back surface or the upper surface of the formwork will be described in the fourth embodiment.

本例の着設具4に関して、図3の(2-1)~(2-3)に示すように、接合部41は、下段型枠11背面に接し、鉛直方向を長手に有し、上段型枠12背面下部に達する。上段型枠背面に直角方向に折曲し、長手方向先端までが連結受部45である。本例の着設具は、上記のように逆L型の形状に鋼板を曲げ加工をし、接合部の接合部材挿入孔43と連結受部の連結受部係止孔46とを穴抜き加工を施したものである。この着設具には、該着設具に装着される連結具5及び支柱等の安全柵本体の荷重を支持する強度が必要であり、材質SS400、厚さ6mm、幅50mm、接合部長さ25cm、連結部長さ8cmの鋼材を曲げ加工した部材で、前記連結具及び該連結具に立設し、載荷された高さ80cmで質量約10kg/1箇所の安全柵の重量等に耐えうる部材であることを確認した。 Regarding the mounting tool 4 of this example, as shown in FIGS. 3 (2-1) to (2-3), the joint portion 41 is in contact with the back surface of the lower formwork 11 and has a vertical direction in the longitudinal direction, and is in the upper stage. It reaches the lower part of the back of the formwork 12. The connecting receiving portion 45 is bent in the direction perpendicular to the back surface of the upper formwork and extends to the tip in the longitudinal direction. In the mounting tool of this example, the steel plate is bent into an inverted L shape as described above, and the joint member insertion hole 43 of the joint portion and the connection receiving portion locking hole 46 of the connection receiving portion are punched. Is given. This fitting must have strength to support the load of the safety fence body such as the connecting tool 5 and the support column to be mounted on the fitting, and the material is SS400, the thickness is 6 mm, the width is 50 mm, and the joint length is 25 cm. , A member made by bending a steel material with a length of 8 cm, which is a member that can withstand the weight of a safety fence at a weight of about 10 kg / place at a height of 80 cm, which is erected on the connector and the connector. I confirmed that there was.

本例の連結具5は、図4(1)図4(6)に示すように、上板部51、下板部52及び側板部53で前記着設具4の連結受部45を囲み、上下板孔55、56と連通する連結受部係止孔46を貫通する連結具係止ピン57によって、着設具と連結している。また、上板部には、支柱部材6が立設している。このような着設具に関しては、上板部と側板部は、材質SS400、厚さ6mm、幅120mmを曲げ加工し、上板部の幅80mmで左右の側板部の高さを20mmの鋼材に対して、下板部として幅80mm、厚さ6mmの平板を溶接し、支柱として外径60mm、厚み2mmの円管を溶接加工したものを用いた。また、連結具係止ピンに関しては、13mmの丸鋼を加工したものを用いた。 In the connecting tool 5 of this example, as shown in FIGS. 4 (1) and 4 (6), the upper plate portion 51, the lower plate portion 52, and the side plate portion 53 surround the connecting receiving portion 45 of the attachment tool 4. It is connected to the mounting tool by a connecting tool locking pin 57 penetrating the connecting receiving portion locking hole 46 communicating with the upper and lower plate holes 55 and 56. Further, a support member 6 is erected on the upper plate portion. For such fittings, the upper plate and side plates are made of SS400, 6 mm thick, 120 mm wide, and the width of the upper plate is 80 mm, and the height of the left and right side plates is 20 mm. On the other hand, a flat plate having a width of 80 mm and a thickness of 6 mm was welded as the lower plate portion, and a circular pipe having an outer diameter of 60 mm and a thickness of 2 mm was welded as a support. As the connector locking pin, a 13 mm round steel machine was used.

本発明の安全柵2にかかる残存型枠1によるコンクリート工事の実施状況を図5(1)~図5(4)に示す。施工状況を4つの段階に分けて説明する。工事は、高さ2m以上の高所における両側垂直勾配の堰堤築造工程である。
(1)第1ステージは、図5(1)に示す。本発明の下段型枠11に係る工事が了した段階を第1ステージとする。前記下段型枠背面側のコンクリートが硬化した段階である。左側残存型枠1Lに対して、右側残存型枠1Rの天端高さが低いのは、コンクリート表面のレイタンス除去や表面洗浄に水を用い、排水処理を容易にするため、排水処理側の残存型枠天端をコンクリート打設高さにしているためである。一方の左側残存型枠は、コンクリート打設高さが本発明の着設具4下面より低い位置になるようにしている。これは、左側への排水を防ぐとともに、本発明の安全柵に関して、着設受具3を除くすべての部材を再利用可能なものとしている。左右で残存型枠の高さは異なるが、安全柵の上側手摺の高さは同じであり、コンクリート打設面から約85cmとしている。
(2)第2ステージは、図5(2)に示す。左側の上段型枠12の設置途上の様子を示すものであるが、下段型枠の安全柵を残した状態のままで、下段型枠上面に着設具が着設済みの上段型枠をクレーンによって吊り下げ、組み立てている。その後下段型枠と上段型枠とを連結する残存型枠連結金具13や上段型枠の残存型枠支持棒材14を設置することとなる。次に左側の全ての上段型枠が組み立てられた後、安全柵のスパン毎に、下段型枠の連結具係止ピン57を抜き取り、取外された連結具を上段型枠に着設された着設具の着設受部45に嵌め込み、前記抜き取った連結具係止ピンを挿入し、上段型枠の着接具に、下段型枠に連結されていた連結具を装着する。また、右側の残存型枠に関しては、既に上段型枠を設置し、ステージ1に対して新たな残存型枠及び安全柵を設置した状態を示している。
このステージが前記「0004」で示した従来型の安全柵と全く異なることを示している。即ち、新たな残存型枠の設置には、既存安全柵を残した状態で作業を行うことができ、既存安全柵の撤去の際には、上段型枠が安全柵として機能していることが理解できる。
(3)第3ステージは、図5(3)に示すように、クレーン等で運搬された生コンクリートを打設する段階で、この段階で作業員はコンクリートの敷均し、締固めを行っている。
(4)第4ステージは、図5(4)に示すように、上段型枠に係る所定の位置までコンクリートを打設し、養生作業を了した状態を示しており、前記第1段階に対して、残存型枠の高さ分高い状態まで施工されたことを示している。
FIGS. 5 (1) to 5 (4) show the implementation status of the concrete work by the remaining formwork 1 on the safety fence 2 of the present invention. The construction situation will be explained in four stages. The construction is a dam construction process with vertical slopes on both sides at a height of 2 m or more.
(1) The first stage is shown in FIG. 5 (1). The stage at which the construction related to the lower form 11 of the present invention is completed is referred to as the first stage. This is the stage where the concrete on the back side of the lower formwork has hardened. The reason why the top height of the right residual formwork 1R is lower than that of the left residual formwork 1L is that water is used for removing the latency of the concrete surface and cleaning the surface, and the residual on the wastewater treatment side is to facilitate the wastewater treatment. This is because the top of the formwork is set to the concrete casting height. On the other hand, the left remaining formwork is set so that the concrete casting height is lower than the lower surface of the mounting tool 4 of the present invention. This prevents drainage to the left side and makes it possible to reuse all the members except the attachment receiver 3 for the safety fence of the present invention. The height of the remaining formwork is different on the left and right, but the height of the upper handrail of the safety fence is the same, and it is about 85 cm from the concrete placement surface.
(2) The second stage is shown in FIG. 5 (2). It shows how the upper formwork 12 on the left side is in the process of being installed, but the upper formwork with the attachment tool installed on the upper surface of the lower formwork is craned while leaving the safety fence of the lower formwork. Suspended and assembled by. After that, the residual formwork connecting metal fitting 13 for connecting the lower formwork and the upper formwork and the residual formwork support rod 14 for the upper formwork will be installed. Next, after all the upper formwork on the left side was assembled, the connector locking pin 57 of the lower formwork was pulled out for each span of the safety fence, and the removed formwork was attached to the upper formwork. The fitting is fitted into the fitting receiving portion 45 of the fitting, the extracted connecting tool locking pin is inserted, and the connecting tool connected to the lower form is attached to the fitting of the upper formwork. As for the remaining formwork on the right side, the upper formwork has already been installed, and a new remaining formwork and safety fence have been installed for stage 1.
It shows that this stage is completely different from the conventional safety fence shown in "0004". That is, when installing a new remaining formwork, it is possible to work with the existing safety fence left, and when removing the existing safety fence, the upper formwork functions as a safety fence. It can be understood.
(3) As shown in Fig. 5 (3), the third stage is the stage where ready-mixed concrete transported by a crane or the like is placed, and at this stage, the workers spread the concrete and compact it. There is.
(4) As shown in FIG. 5 (4), the fourth stage shows a state in which concrete is poured to a predetermined position related to the upper formwork and the curing work is completed. It shows that the construction was done up to the height of the remaining formwork.

本実施例では、着設受具3を下段型枠11上面に設置する安全柵2について説明する。図6(1)及び(2)の例では、着設具4の接合部41が前記下段型枠上面17に着設し、上段型枠12との境界には、図6(2)の正面視で下段型枠上面を底辺とする台形状で、図6(1)の左側断面図に示すように上段型枠中央部に及ぶ着設具設置空間33を設けている。着設具は、下段型枠上面に設置された着設受具3である埋込雌螺子31に螺合する接合部材ボルト44によって、着設されている。着設具の連結受部45は、実施例1と異なり、折曲することなく延設され、連結具5と連結されている。その連結方法は、実施例1と同じである。
図6(3)及び(4)の例では、下段型枠上面に形成された凹部の面上に着設具の接合部が着設されている。この下段型枠中央部に及ぶ凹部が着設具設置空間になっている。その他は、前記図6(1)及び(2)の例と同様である。
In this embodiment, the safety fence 2 in which the attachment receiver 3 is installed on the upper surface of the lower formwork 11 will be described. In the examples of FIGS. 6 (1) and 6 (2), the joint portion 41 of the fitting 4 is attached to the upper surface 17 of the lower formwork, and the front surface of FIG. 6 (2) is at the boundary with the upper formwork 12. Visually, it has a trapezoidal shape with the upper surface of the lower formwork as the bottom, and as shown in the left sectional view of FIG. 6 (1), a fitting installation space 33 extending to the center of the upper formwork is provided. The attachment tool is attached by a joining member bolt 44 screwed into the embedded female screw 31 which is the attachment receiver 3 installed on the upper surface of the lower formwork. Unlike the first embodiment, the connecting receiving portion 45 of the fitting is extended without bending and is connected to the connecting tool 5. The connection method is the same as that of the first embodiment.
In the examples of FIGS. 6 (3) and 6 (4), the joint portion of the fitting is mounted on the surface of the recess formed on the upper surface of the lower formwork. The recess extending to the center of the lower formwork is the space for installing the fittings. Others are the same as the examples of FIGS. 6 (1) and 6 (2).

着設受具3と着設具4の接合部41の係合構造に関しては、実施例1に埋め込み雌螺子とボルト(雄螺子)による係合について記しているが、その他、実施例4及び実施例5では、着設受具と着設具が滑動可能な係合構造である場合を説明する。
図7に示す実施例4は、着設受具と着設具が鉛直方向に滑動可能な構造である。図7(1)は、着設受具としての滑動着設受具35と着設具の接合部41の係合構造を示す左側断面図である。下段型枠11に設置された着設受具である滑動着設受具35は、下段型枠内部に複数のアンカーが取り付けられた底板を有する滑動着設受具基礎部36と図7(2)及び(3)に示す前記底板に横設され、着設具の接合部41を左右から拘束する左右拘束部37と前記底板の下端部に設置され、接合部の下方向への滑り止めとなる滑動係止部38を備えている。この着設受具と着設具との係合の場合は、着設具は、その接合部の平板部を着設受具の前記左右拘束部に落し込んで挿入するのみで、容易に型枠背面に接合させることができる。本例では、滑動着設受具の滑動着設受具基礎部の底板の上面を下段型枠の背面と同一面とし、着設具を型枠背面に接合するとしている。この底板が下段型枠背面に着設した状態であっても、着設具が接合する底版上面は、下段型枠背面上と見做す。
Regarding the engagement structure of the joint portion 41 between the attachment receiver 3 and the attachment tool 4, the engagement between the embedded female screw and the bolt (male screw) is described in the first embodiment, but in addition, the fourth and the implementation In Example 5, a case where the attachment receiver and the attachment have a sliding engaging structure will be described.
The fourth embodiment shown in FIG. 7 has a structure in which the attachment receiver and the attachment tool can slide in the vertical direction. FIG. 7 (1) is a left sectional view showing an engagement structure between a sliding landing receiver 35 as a landing tool and a joint portion 41 of the landing tool. The sliding mounting receiver 35, which is a mounting receiver installed in the lower formwork 11, has a sliding mounting receiver base portion 36 having a bottom plate to which a plurality of anchors are attached inside the lower formwork and FIG. 7 (2). ) And (3), it is installed horizontally on the bottom plate and is installed at the left and right restraint portions 37 that restrain the joint portion 41 of the fitting from the left and right and the lower end portion of the bottom plate to prevent the joint portion from slipping downward. The sliding locking portion 38 is provided. In the case of engagement between the fitting and the fitting, the fitting can be easily molded by simply dropping the flat plate portion of the joint into the left and right restraining portions of the fitting and inserting the fitting. It can be joined to the back of the frame. In this example, the upper surface of the bottom plate of the sliding mounting receiver base of the sliding fitting is flush with the back surface of the lower formwork, and the fitting is joined to the back surface of the formwork. Even when this bottom plate is attached to the back surface of the lower formwork, the upper surface of the bottom plate to which the attachment tool is joined is regarded as above the back surface of the lower formwork.

図8に、着設受具3を下段型枠11上面に設置する場合における取外し可能な着設具4の例を示す。図6に示す着設具4については、接合部材ボルト44による下段型枠11への締着であるが着設具設置空間からの取外しは困難である。図8(1)及び(2)に示すような着設具3として係止ピン着設具32を用い、接合取外し部43-2を有する該係止ピン挿入孔43-1によって、着設具を取外すことができる。本例における接合取外し部は、連結具5を取外し後、着設具の接合部41を下段型枠上面の右奥に押し込むことによって取り外し可能となるように、着設具設置空間33を正面右方向に広く確保している。また、連結具及び支柱等の安全柵本体の設置時における安定を確保するため、連結具の着設具側先端部下方の2箇所にブラケットを設置し、着設具係止補助34としている。係止補助に関しては、本例のような連結具に設置するものに限らない。着設具が残存型枠の中央部へ滑動するのを防止するために着設具にピンとその貫入孔を設けて、下段型枠上面で係止するようにし、必要な時に該ピンを取外すことによって、着設具の取り外しが可能となる。 FIG. 8 shows an example of a removable mounting tool 4 when the mounting tool 3 is installed on the upper surface of the lower formwork 11. The fitting 4 shown in FIG. 6 is fastened to the lower form 11 by the joining member bolt 44, but it is difficult to remove it from the fitting installation space. The locking pin mounting tool 32 is used as the mounting tool 3 as shown in FIGS. 8 (1) and 8 (2), and the mounting tool is provided by the locking pin insertion hole 43-1 having the joining / removing portion 43-2. Can be removed. The joint removal portion in this example has the fitting installation space 33 on the front right so that it can be removed by pushing the joint portion 41 of the fitting tool into the right back of the upper surface of the lower formwork after removing the connecting tool 5. Widely secured in the direction. Further, in order to ensure stability when the safety fence main body such as the connecting tool and the support is installed, brackets are installed at two places below the tip of the connecting tool on the mounting tool side to serve as a mounting tool locking assist 34. The locking assist is not limited to the one installed in the connector as in this example. In order to prevent the fitting from sliding to the center of the remaining formwork, the fitting should be provided with a pin and its penetration hole so that it can be locked on the upper surface of the lower formwork, and the pin should be removed when necessary. Allows the attachment to be removed.

図9に下段型枠11と上段型枠12の背面勾配が異なる場合の着設具について、説明する。図9(1)は、下段型枠背面が3分勾配で上段型枠背面が鉛直の場合を示す。この場合は、着設具4接合部41から連結受部45への曲折角度を90度より小さくし、上段型枠背面に対して直角方向に連結受部を設けている。
図9(2)は、下段型枠背面が鉛直で上段型枠背面が3分勾配である。この場合、下段型枠と上段型枠の境界付近で型枠背面勾配の変化に併せて、着設具の接合部に曲折部47を設けている。従って、連結受部への曲折は実施例1と同じように90度の曲折を設け、上段型枠背面に対して直角方向を確保している。この場合、支柱の立設方向が3分勾配となるが、上段型枠設置のためである。安全柵として確保すべき高さに関しては、調整を要する。
先の図9(1)の例では、上段型枠背面と支柱間の離隔距離が大きくなるが、接合部上部の長手方向の距離によって調整している。必要な場合には、図9(2)に示した型枠背面勾配の変化に併せて、着設具の接合部に曲折部を設けることもできる。
FIG. 9 describes a mounting tool when the back slopes of the lower formwork 11 and the upper formwork 12 are different. FIG. 9 (1) shows a case where the back surface of the lower formwork has a 3-minute gradient and the back surface of the upper formwork is vertical. In this case, the bending angle from the fitting 4 joint 41 to the connecting receiving portion 45 is made smaller than 90 degrees, and the connecting receiving portion is provided in a direction perpendicular to the back surface of the upper formwork.
In FIG. 9 (2), the back surface of the lower formwork is vertical and the back surface of the upper formwork has a three-minute gradient. In this case, a bent portion 47 is provided at the joint portion of the fitting in accordance with the change in the back slope of the formwork near the boundary between the lower formwork and the upper formwork. Therefore, the bending to the connecting receiving portion is provided at 90 degrees as in the first embodiment, and the direction perpendicular to the back surface of the upper formwork is secured. In this case, the erection direction of the columns is a three-minute gradient, but this is because the upper formwork is installed. Adjustment is required for the height that should be secured as a safety fence.
In the example of FIG. 9 (1) above, the separation distance between the back surface of the upper formwork and the column is large, but it is adjusted by the distance in the longitudinal direction of the upper part of the joint. If necessary, a bent portion may be provided at the joint portion of the fitting in accordance with the change in the back slope of the formwork shown in FIG. 9 (2).

図10に着設具4と連結具5の結合を止着部材として連結具係止ボルト58で締結し、止着部59を形成している例を示す。請求項2の具体例である。図10(1)~(6)に示すように、連結具は下板部52を備えていない。連結具の上板部51は、着設具の連結受部上に載置され、連結受部係止孔と上板孔を貫通する連結具係止ボルトが連結受部下面のナットによって締結されることによって、連結受部に着設されている。連結具の左右の側板部53は、連結受部に着設作業の際に、連結具を連結受部上で前後方向に誘導し、左右への滑り止めとして設けられているが、不可欠なものではない。この例による着設具と連結具の連結は、極めて安定した連結方法であるが、連結に時間を要するという欠点も有しており、現場の条件によって必要な場合もあると思われる。 FIG. 10 shows an example in which the coupling between the fitting 4 and the coupling 5 is fastened with the coupling locking bolt 58 as a fastening member to form the fastening portion 59. This is a specific example of claim 2. As shown in FIGS. 10 (1) to 10 (6), the connector does not include the lower plate portion 52. The upper plate portion 51 of the connecting tool is placed on the connecting receiving portion of the fitting, and the connecting receiving portion locking hole and the connecting tool locking bolt penetrating the upper plate hole are fastened by the nut on the lower surface of the connecting receiving portion. By doing so, it is attached to the connecting receiving part. The left and right side plate portions 53 of the connector are provided as anti-slip to the left and right by guiding the connector in the front-rear direction on the connector when the connector is attached to the connector, but they are indispensable. is not. The connection between the attachment tool and the connection tool according to this example is an extremely stable connection method, but it also has a drawback that it takes time to connect, and it may be necessary depending on the conditions of the site.

1 残存型枠(左側1L、右側1Rと表示する)、11 下段型枠、12 上段型枠、13 残存型枠連結金具、14 残存型枠支持棒材、16 残存型枠背面、17残存型枠上面、18 コンクリート若しくは生コンクリート
2 安全柵
3 着設受具、31 埋込雌螺子、32 係止ピン着設具、33 着設具設置空間、34 着設具係止補助、35 滑動着設受具、36 滑動着設受具基礎部、37 左右拘束部、38 滑動係止部
4 着設具、41 接合部、42 接合面、43 接合部材挿入孔、43-1 着設具係止ピン挿入孔、43-2 接合取外し部、44 接合部材ボルト、45 連結受部、46 連結受部係止孔、47 接合部曲折部
5 連結具、51 上板部、52 下板部、53 側板部、54 軸止部、55 上板孔、56 下板孔、57 連結具係止ピン、58 止着部材(連結具係止ボルト及びナット) 59 止着部
6 支柱部材
7 手摺部材、71 手摺取付け部材
1 Remaining formwork (indicated as 1L on the left side and 1R on the right side), 11 Lower formwork, 12 Upper formwork, 13 Remaining formwork connecting metal fittings, 14 Remaining formwork support rod, 16 Remaining formwork back, 17 Remaining formwork Top surface, 18 concrete or ready-mixed concrete 2 Safety fence
3 Mounting tool, 31 Embedded female screw, 32 Locking pin mounting tool, 33 Mounting tool installation space, 34 Mounting tool locking assistance, 35 Sliding mounting device, 36 Sliding mounting device base , 37 Left and right restraint part, 38 Sliding locking part
4 Mounting tool, 41 Joint part, 42 Joint surface, 43 Joining member insertion hole, 43-1 Mounting tool locking pin insertion hole, 43-2 Joint removal part, 44 Joint member bolt, 45 Connection receiving part, 46 Connection Receiving part locking hole, 47 joint bent part
5 Connector, 51 Upper plate, 52 Lower plate, 53 Side plate, 54 Shaft stop, 55 Upper plate hole, 56 Lower plate hole, 57 Connector locking pin, 58 Fastener (connector locking bolt) And nuts) 59 Fasteners 6 Strut members 7 Handrail members, 71 Handrail mounting members

Claims (4)

上向きに連設する板状の残存型枠を用いたコンクリート構造物に係る土木工事において、前記残存型枠のうち下方の残存型枠(以下、下段型枠とし、該下段型枠に載置する残存型枠を上段型枠とする。)に設置する仮設の安全柵であって、
前記下段型枠の上部背面若しくは上面に固定する着設受具と、
該着設受具に係合し、前記下段型枠の上部背面若しくは上面に着設する板材である接合部と、該接合部から延設し、前記下段型枠と前記上段型枠の境界の上方にあり、該上段型枠背面に略直角方向の板材である連結受部と、該連結受部を貫通する連結受部係止孔と、を備えた着設具と、
該着設具の連結受部に載置され、該連結受部の上面を摺動することができる面を下面とする上板部と、該上板部の短手方向の両端部から垂設され、前記上板部の前記連結受部上での短手方向の滑り止めとなる側板部と、該側板部から横設され、前記上板部が前記連結受部から上方へ動くことを制限する下板部と、前記連結受部係止孔に連通できる前記上板部に設けられた上板孔と該上板孔及び前記連結受部係止孔を挿通する軸止ピンとを備えた軸止部と、を備え、前記連結受部から取外し可能な連結具と、
該連結具の上板部の上面に立設する支柱部材と、
該支柱部間に略水平に架設する手摺部材と、
を備えた安全柵。
In civil engineering work related to concrete structures using plate-shaped residual formwork that is continuously installed upward, the lower remaining formwork (hereinafter referred to as the lower formwork) is placed on the lower formwork. The remaining formwork is the upper formwork.) It is a temporary safety fence to be installed.
The attachment receiver fixed to the upper back or upper surface of the lower formwork,
A joint portion that is a plate material that engages with the attachment receiver and is attached to the upper back surface or the upper surface of the lower formwork, and extends from the joint portion to form a boundary between the lower formwork and the upper formwork. A mounting tool that is located above and has a connecting receiving portion that is a plate material in a substantially perpendicular direction to the back surface of the upper formwork, and a connecting receiving portion locking hole that penetrates the connecting receiving portion.
An upper plate portion having a surface that is mounted on the connecting receiving portion of the fitting and is capable of sliding the upper surface of the connecting receiving portion as a lower surface, and an upper plate portion that is vertically suspended from both ends in the lateral direction of the upper plate portion. A side plate portion that prevents the upper plate portion from slipping in the lateral direction on the connecting receiving portion, and a side plate portion that is laterally installed from the side plate portion to restrict the upper plate portion from moving upward from the connecting receiving portion. A shaft provided with a lower plate portion, an upper plate hole provided in the upper plate portion that can communicate with the connecting receiving portion locking hole, and a shaft stop pin for inserting the upper plate hole and the connecting receiving portion locking hole. A connecting tool provided with a stop and removable from the connecting receiving part,
A strut member erected on the upper surface of the upper plate portion of the connector, and
A handrail member erected substantially horizontally between the columns and
Safety fence with.
上向きに連設する板状の残存型枠を用いたコンクリート構造物に係る土木工事において、前記残存型枠のうち下方の残存型枠(以下、下段型枠とし、該下段型枠に載置する残存型枠を上段型枠とする。)に設置する仮設の安全柵であって、
前記下段型枠の上部背面若しくは上面に固定する着設受具と、
該着設受具に係合し、前記下段型枠の上部背面若しくは上面に着設する板材である接合部と、該接合部から延設し、前記下段型枠と前記上段型枠の境界の上方にあり、該上段型枠背面に略直角方向の板材である連結受部と、該連結受部を貫通する連結受部係止孔と、を備えた着設具と、
該着設具の連結受部に載置される上板部と、前記連結受部係止孔に連通する前記上板部に設けられた上板孔と該上板孔及び前記連結受部係止孔を挿通し前記上板部を前記連結受部に止着する止着部材とを備えた止着部と、を備え、前記連結受部から取外し可能な連結具と、
該連結具の上板部の上面に立設する支柱部材と、
該支柱部間に略水平に架設する手摺部材と、
を備えた安全柵。
In civil engineering work related to concrete structures using plate-shaped residual formwork that is continuously installed upward, the lower remaining formwork (hereinafter referred to as the lower formwork) is placed on the lower formwork. The remaining formwork is the upper formwork.) It is a temporary safety fence to be installed.
The attachment receiver fixed to the upper back or upper surface of the lower formwork,
A joint portion that is a plate material that engages with the attachment receiver and is attached to the upper back surface or the upper surface of the lower formwork, and extends from the joint portion to form a boundary between the lower formwork and the upper formwork. A mounting tool that is located above and has a connecting receiving portion that is a plate material in a substantially perpendicular direction to the back surface of the upper formwork, and a connecting receiving portion locking hole that penetrates the connecting receiving portion.
The upper plate portion placed on the connecting receiving portion of the fitting, the upper plate hole provided in the upper plate portion communicating with the connecting receiving portion locking hole, the upper plate hole, and the connecting receiving portion. A connecting tool provided with a fastening member provided with a fastening member for inserting the stop hole and fastening the upper plate portion to the connecting receiving portion, and a connecting tool that can be removed from the connecting receiving portion.
A strut member erected on the upper surface of the upper plate portion of the connector, and
A handrail member erected substantially horizontally between the columns and
Safety fence with.
前記着設受具が下段型枠に埋め込まれた埋込雌螺子であり、前記着設具が前記埋込雌螺子に螺合する接合部材ボルトと該接合部材ボルトが貫通する接合部材挿入孔とを備えた板材の接合部を備えた着設具である請求項1若しくは請求項2の安全柵。 The attachment receiver is an embedded female screw embedded in the lower formwork, and the joint member bolt into which the attachment tool is screwed into the embedded female screw and the joint member insertion hole through which the joint member bolt penetrates. The safety fence according to claim 1 or 2, which is a mounting tool provided with a joint portion of a plate material provided with the above. 前記着設受具が前記下段型枠内部に複数のアンカーが取り付けられた底板を有する滑動着設受具基礎部と、前記着設具の接合部を左右から拘束する左右拘束部と、前記底板の下端部に設置され、前記接合部の下方向への滑り止めとなる滑動係止部と、を備えた、前記着設具の取外しが可能な請求項1若しくは請求項2の安全柵。

The sliding mounting receiver base portion in which the mounting receiver has a bottom plate to which a plurality of anchors are attached inside the lower formwork, the left and right restraining portions that restrain the joint portion of the mounting tool from the left and right, and the bottom plate. The safety fence according to claim 1 or 2, wherein the fitting is removable and is provided with a sliding locking portion which is installed at the lower end portion of the joint portion to prevent the joint portion from slipping downward .

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990002860A1 (en) * 1988-09-13 1990-03-22 Cornelis Johannes Griek Improvements in or relating to posts
JPH1088551A (en) * 1996-09-13 1998-04-07 Fujita Corp Construction method of concrete structure using PCa wall form
JP2003336273A (en) * 2002-03-12 2003-11-28 Wako Concrete Kogyo Kk Structure of l-shaped retaining wall block equipped with guard fence
US20060108178A1 (en) * 2004-11-24 2006-05-25 Ted Barrack Fall protection system
JP2019108701A (en) * 2017-12-17 2019-07-04 四国ブロック工業株式会社 Fence for safety measures of reinforced soil wall construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990002860A1 (en) * 1988-09-13 1990-03-22 Cornelis Johannes Griek Improvements in or relating to posts
JPH1088551A (en) * 1996-09-13 1998-04-07 Fujita Corp Construction method of concrete structure using PCa wall form
JP2003336273A (en) * 2002-03-12 2003-11-28 Wako Concrete Kogyo Kk Structure of l-shaped retaining wall block equipped with guard fence
US20060108178A1 (en) * 2004-11-24 2006-05-25 Ted Barrack Fall protection system
JP2019108701A (en) * 2017-12-17 2019-07-04 四国ブロック工業株式会社 Fence for safety measures of reinforced soil wall construction

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