JP2009121018A - Hanging implement - Google Patents

Hanging implement Download PDF

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JP2009121018A
JP2009121018A JP2007292516A JP2007292516A JP2009121018A JP 2009121018 A JP2009121018 A JP 2009121018A JP 2007292516 A JP2007292516 A JP 2007292516A JP 2007292516 A JP2007292516 A JP 2007292516A JP 2009121018 A JP2009121018 A JP 2009121018A
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hanging
pedestal
opening
floor
hanging jig
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Satoshi Taki
諭 瀧
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Priority to JP2007292516A priority Critical patent/JP2009121018A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an implement which can be simply and easily installed and removed, and which enables the efficient performance of the operation of lifting a load to an upper floor from a lower one. <P>SOLUTION: This hanging implement is applied when the delivery of a conveyed object is performed between the lower and upper floors via an opening 2 which is provided in a floor slab 1 for partitioning the lower and upper floors 3 and 4. The hanging implement comprises: a frame member 40 which is installed at the peripheral edge of the opening 2; a hanging member 30, one end of which is attached to the frame member 40 and the other end of which is suspended on the lower floor through the opening 2; and a base 20 which is suspended and supported in a predetermined height position on the lower floor via the hanging member 30. The conveyed object delivered between the upper and lower floors is temporarily placed on the base. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、建築中の構造物において、上階と下階とを仕切る床スラブに設けた開口部を介して、上階と下階との間で型枠材料等の搬送物の受け渡し作業を行う際に適用される治具に関するものである。   In the structure under construction, the present invention performs a delivery work of a transported material such as formwork material between the upper floor and the lower floor through an opening provided in a floor slab that partitions the upper floor and the lower floor. The present invention relates to a jig applied when performing.

集合住宅等の型枠工事においては、任意階のコンクリートを打設した後、所定の日数や強度を確認した上で、堰板やパイプサポート等の型枠材料を解体する。そして、解体した型枠材料を上階に荷揚げして転用する。この型枠材料の荷揚げ作業は、予め床面に駄目穴と称される開口部を設けておき、この開口部を利用して下階から上階へ荷揚げすることが多い。この開口部を利用した荷揚げの方法としては、図9に示すように、下階の作業者が上階の作業者へ型枠材料を一つずつ手渡す方法、あるいは、特許文献1に示されているように、上階にホイスト等の揚重装置を設置し、この揚重装置に取付けた搬送装置に型枠部材を収容して上階に揚重する方法等がある。   In formwork construction such as apartment buildings, after placing concrete on any floor, after confirming the predetermined number of days and strength, formwork materials such as dam plates and pipe supports are dismantled. Then, the dismantled formwork material is unloaded and transferred to the upper floor. In many cases, the form material is unloaded from the lower floor to the upper floor by previously providing an opening called a useless hole on the floor. As a method of unloading using this opening, as shown in FIG. 9, a method in which a worker on the lower floor hands the formwork material to the worker on the upper floor one by one, or disclosed in Patent Document 1 As described above, there is a method in which a lifting device such as a hoist is installed on the upper floor, and a formwork member is accommodated in a conveying device attached to the lifting device and lifted to the upper floor.

特開平11−50665号公報Japanese Patent Laid-Open No. 11-50665

ところで、下階と上階との間で型枠材料をひとつずつ手渡しする場合、下階の作業者は解体場所から開口位置まで、また、上階の作業者は開口位置から仮置き場所まで、それぞれ型枠材料を運ぶ必要がある。このため、下階の運搬作業が上階の運搬作業よりも時間が掛かる場合には、上階の作業者が開口部位置で手待ちとなる一方、上階の運搬作業が下階の運搬作業よりも時間が掛かる場合には、下階の作業者が型枠材料を持ったままで手待ちとなり、作業効率が悪いという問題がある。   By the way, when handing out formwork materials one by one between the lower floor and the upper floor, the worker on the lower floor is from the dismantling place to the opening position, and the worker on the upper floor is from the opening position to the temporary storage place. Each must carry a formwork material. For this reason, if the lower floor transportation work takes longer than the upper floor transportation work, the upper floor worker waits at the opening position, while the upper floor transportation work becomes the lower floor transportation work. If it takes more time than that, there is a problem that the worker on the lower floor is waiting while holding the formwork material, and the work efficiency is poor.

また、特許文献1のように揚重装置を用いて型枠部材を揚重する場合、揚重装置を取付ける設備や搬送装置の設置・撤収に手間が掛かるため、小規模な構造物の型枠工事には適さないといった問題がある。   In addition, when the formwork member is lifted using a lifting device as in Patent Document 1, it takes time to install and remove the equipment for attaching the lifting device and the transfer device. There is a problem that it is not suitable for construction.

本発明は、上記の点に鑑み、設置や撤収が簡便であり、且つ、下階から上階への荷揚げ作業を効率よく行うことができる治具を提供することを目的とする。   In view of the above points, an object of the present invention is to provide a jig that can be easily installed and removed and that can efficiently carry out unloading work from a lower floor to an upper floor.

本発明の吊下げ治具は、下階と上階とを仕切る床スラブに設けた開口部を介して前記下階と上階との間で搬送物の受け渡しを行う際に適用する治具であって、前記開口部の周縁に設置されるフレーム部材と、一端が前記フレーム部材に取り付けられる一方、他端が前記開口部を通じて前記下階に吊下げられる吊下げ部材と、前記吊下げ部材を介して前記下階の所定高さ位置に吊下げ支持される台座とを備えたことを特徴とする。   The hanging jig of the present invention is a jig that is applied when delivering a conveyed product between the lower floor and the upper floor through an opening provided in a floor slab that divides the lower floor and the upper floor. A frame member installed at a periphery of the opening, a suspension member whose one end is attached to the frame member, and the other end is suspended from the lower floor through the opening, and the suspension member. And a base that is suspended and supported at a predetermined height position on the lower floor.

また、本発明の請求項2の吊下げ治具は、上記請求項1において、前記台座に第1の係合部材を設けるとともに、前記吊下げ部材に第2の係合部材を設け、前記第1の係合部材を前記第2の係合部材に係脱させることによって、前記台座を前記吊下げ部材に対して着脱可能に吊下げ支持させたことを特徴とする。   According to a second aspect of the present invention, the hanging jig according to the first aspect is provided with a first engaging member on the pedestal and a second engaging member on the hanging member. By engaging and disengaging one engaging member with the second engaging member, the pedestal is suspended and supported so as to be detachable from the hanging member.

また、本発明の請求項3の吊下げ治具は、上記請求項2において、前記第2の係合部材を、前記吊下げ部材における高さの異なる複数箇所に設けたことを特徴とする。   The hanging jig according to claim 3 of the present invention is characterized in that, in the above-mentioned claim 2, the second engaging member is provided at a plurality of locations having different heights in the hanging member.

また、本発明の請求項4の吊下げ治具は、上記請求項1において、前記台座の上面にピン部材を突設したことを特徴とする。   According to a fourth aspect of the present invention, there is provided the hanging jig according to the first aspect, wherein a pin member is projected from the upper surface of the pedestal.

また、本発明の請求項5の吊下げ治具は、上記請求項1において、前記台座の上面における周縁部に爪部材を突設したことを特徴とする。   According to a fifth aspect of the present invention, there is provided the hanging jig according to the first aspect, wherein a claw member is projected from a peripheral edge portion on the upper surface of the pedestal.

また、本発明の請求項6の吊下げ治具は、上記請求項1において、前記フレーム部材を長辺部材と短辺部材とで構成し、前記開口部の大きさに応じて、前記長辺部材及び短辺部材とで画定される矩形の辺の長さを調節可能としたことを特徴とする。   A hanging jig according to a sixth aspect of the present invention is the hanging jig according to the first aspect, wherein the frame member is constituted by a long side member and a short side member, and the long side according to the size of the opening. The length of a rectangular side defined by the member and the short side member is adjustable.

また、本発明の請求項7の吊下げ治具は、上記請求項1において、前記フレーム部材に、前記開口部の内周面における複数箇所に当接するガイド部材を設けたことを特徴とする。   According to a seventh aspect of the present invention, there is provided the hanging jig according to the first aspect, wherein the frame member is provided with guide members that contact a plurality of locations on the inner peripheral surface of the opening.

また、本発明の請求項8の吊下げ治具は、上記請求項1において、前記フレーム部材の内周面にピン部材を突設したことを特徴とする。   The hanging jig according to an eighth aspect of the present invention is characterized in that, in the first aspect, a pin member protrudes from the inner peripheral surface of the frame member.

また、本発明の請求項9の吊下げ治具は、上記請求項1において、前記台座上に着脱可能に設置される籠部材と、この籠部材を上階に引揚げる吊部材をさらに備えたことを特徴とする。   Further, the hanging jig according to claim 9 of the present invention further includes a hook member detachably installed on the pedestal and a hanging member for lifting the hook member to the upper floor in the above-mentioned claim 1. It is characterized by that.

本発明の吊下げ治具によれば、下階と上階とを仕切る床スラブに設けた開口部の周縁に設置されるフレーム部材と、一端がフレーム部材に取り付けられる一方、他端が開口部を通じて下階に吊下げられる吊下げ部材と、この吊下げ部材を介して下階の所定高さ位置に吊下げ支持される台座とを備えた構成としたことで、台座に搬送物を一時的に載置させることができる。その結果、各階の作業者の手待ちが低減され、作業効率を向上させることができる。また、フレーム部材、吊り下げ部材及び台座という簡易な構成であるため、開口部への設置及び撤収を簡便に行うことができる。   According to the hanging jig of the present invention, the frame member installed at the periphery of the opening provided in the floor slab separating the lower floor and the upper floor, and one end is attached to the frame member, while the other end is the opening. Through the suspension member, and a pedestal supported by the suspension member at a predetermined height position on the lower floor via the suspension member. Can be placed. As a result, waiting time for workers on each floor is reduced, and work efficiency can be improved. Moreover, since it is the simple structure of a frame member, a suspension member, and a base, installation to an opening part and withdrawal can be performed easily.

以下に、添付図面を参照して、本発明の吊下げ治具における好適な実施の形態について詳細に説明する。   Below, with reference to an accompanying drawing, a suitable embodiment in a hanging jig of the present invention is described in detail.

図1は、建築中の建物の床スラブ1に設けられた矩形状の開口部(駄目穴)2に、本実施の形態である吊下げ治具10を取付けた状態を示す正面図である。なお、以下では、下階3のコンクリートを打設してから所定の日数が経過した後、型枠材料を解体し、これらの型枠材料を開口部2から上階4に荷揚げして転用する場合について説明する。   FIG. 1 is a front view showing a state in which a hanging jig 10 according to the present embodiment is attached to a rectangular opening (dead hole) 2 provided in a floor slab 1 of a building under construction. In the following description, after a predetermined number of days have passed since the concrete of the lower floor 3 has been placed, the formwork materials are disassembled, and these formwork materials are unloaded from the opening 2 to the upper floor 4 and diverted. The case will be described.

荷揚げされる型枠材料は、機能によって堰板、支保工及び付属品に区分される。堰板は、打設したコンクリートに直接接して、コンクリートが硬化するまでコンクリートを支える木製の板状材料であり、その寸法は1800mm×600mm程度である。支保工は、堰板を固定するパイプサポートや単管等の長尺の部材である。パイプサポートの長さは階高よりも若干短いものが多用される。付属品は、型枠締付用ボルトのフォームタイやセパレータ等であり、上記の堰板や支保工よりも小さい寸法を有するものである。   The formwork material to be unloaded is classified into a dam plate, a support work and accessories according to the function. The dam plate is a wooden plate-like material that is in direct contact with the placed concrete and supports the concrete until the concrete is hardened, and its dimensions are about 1800 mm × 600 mm. The support is a long member such as a pipe support or a single pipe for fixing the barrier plate. A pipe support with a length slightly shorter than the floor height is often used. Accessories are form tie bolt form ties, separators, and the like, and have dimensions smaller than the above-described weir plate and support work.

本実施の形態である吊下げ治具10は、図1に示すように、台座20、吊下げ部材30及びフレーム部材40とを備えて構成してある。   As shown in FIG. 1, the hanging jig 10 according to the present embodiment includes a pedestal 20, a hanging member 30, and a frame member 40.

台座20は、図1に示すように、後述する吊下げ部材30及びフレーム部材40を介して床スラブ1から吊下げられた状態で、形状や寸法が様々な型枠材料を一時的に載置・保持するためのものである。図2−1は、台座20の平面図、図2−2は、図2−1のA−A断面図、図2−3は、図2−1のB−B断面図である。この台座20は、所定の間隔をあけて配設された複数の縦フレーム21と、縦フレーム21間の中央部分に配設された複数の横フレーム22と、爪部材23と、ピン部材24及びフック25とから構成されるものである。   As shown in FIG. 1, the pedestal 20 is temporarily placed with formwork materials having various shapes and dimensions in a state of being suspended from the floor slab 1 via a suspension member 30 and a frame member 40 described later.・ For holding. 2A is a plan view of the pedestal 20, FIG. 2B is a cross-sectional view taken along line AA of FIG. 2A, and FIG. 2C is a cross-sectional view taken along line BB of FIG. The pedestal 20 includes a plurality of vertical frames 21 disposed at predetermined intervals, a plurality of horizontal frames 22 disposed in a central portion between the vertical frames 21, a claw member 23, a pin member 24, The hook 25 is constituted.

本実施の形態では、図2−1に示すように、台座20を4本の縦フレーム21と3本の横フレーム22とで構成し、これらを適宜な手段により一体化させてある。この縦フレーム21と横フレーム22の材料としては鋼材等を適用することができる。   In this embodiment, as shown in FIG. 2A, the pedestal 20 includes four vertical frames 21 and three horizontal frames 22, which are integrated by appropriate means. As the material of the vertical frame 21 and the horizontal frame 22, a steel material or the like can be applied.

図2−1〜図2−3に示すように、複数の縦フレーム21の上面の両端(周縁)部分には、上方に向けて突出した平板上の爪部材23が設けてある。この爪部材23は、台座20に堰板等の板状部材を載置した場合に、堰板が水平方向に移動するのを規制し、堰板が台座20から脱落するのを防止するものである。   As shown in FIGS. 2-1 to 2-3, claw members 23 on a flat plate projecting upward are provided at both ends (peripheries) of the upper surfaces of the plurality of vertical frames 21. The claw member 23 restricts the dam plate from moving in the horizontal direction when a plate-like member such as a dam plate is placed on the pedestal 20, and prevents the dam plate from falling off the pedestal 20. is there.

一方、複数の横フレーム22の上面中央部分には、上方に向けて突出したピン部材24が設けてある。このピン部材24は、台座20上にパイプサポートや単管等の管状部材を載置する場合に、パイプサポート等の下端部に差し込むことによって、パイプサポート等が水平方向にずれるのを規制するものである。   On the other hand, a pin member 24 protruding upward is provided at the center of the upper surface of the plurality of horizontal frames 22. The pin member 24 restricts the pipe support and the like from being displaced in the horizontal direction by being inserted into a lower end portion of the pipe support or the like when a tubular member such as a pipe support or a single pipe is placed on the base 20. It is.

また、台座20の4角、すなわち、台座20の両端に位置する2本の縦フレーム21の両端4箇所には、図2−2に示すようにフック25が設けてある。これらのフック25は、後述する吊下げ部材30に設けた第1係合リング33又は第2係合リング34に係合することによって、台座20を吊下げ部材30に取り付けるものである。   Further, hooks 25 are provided at four corners of the pedestal 20, that is, at four positions on both ends of the two vertical frames 21 located at both ends of the pedestal 20, as shown in FIG. These hooks 25 attach the base 20 to the suspension member 30 by engaging with a first engagement ring 33 or a second engagement ring 34 provided on the suspension member 30 described later.

吊下げ部材30は、図1に示すように上記の台座20を吊下げ支持するものである。図3−1は吊下げ部材30の正面図、図3−2は吊下げ部材30の側面図である。図3−1に示すように、この吊下げ部材30は、ナイロン、ポリエステル等から構成される長尺のベルト部材31と、フック32と、第1係合リング33及び第2係合リング34とから構成されるものである。本実施の形態では、この吊下げ部材30を4本1組で用いる。フック32は、ベルト部材31の上端部に止金具35を介して取り付けられ、後述するフレーム部材40のベルト結合用リング43に係合することによって、吊下げ部材30をフレーム部材40に取り付けるものである。   The suspending member 30 suspends and supports the pedestal 20 as shown in FIG. FIG. 3A is a front view of the hanging member 30, and FIG. 3B is a side view of the hanging member 30. As shown in FIG. 3A, the suspension member 30 includes a long belt member 31 made of nylon, polyester, or the like, a hook 32, a first engagement ring 33, and a second engagement ring 34. It is comprised from. In the present embodiment, four hanging members 30 are used as one set. The hook 32 is attached to the upper end portion of the belt member 31 via a fastener 35 and attaches the suspension member 30 to the frame member 40 by engaging with a belt coupling ring 43 of the frame member 40 described later. is there.

第1係合リング33及び第2係合リング34は、ベルト部材31の高さの異なる位置にそれぞれ止金具36を介して取り付けられたもので、いずれも上述した台座20のフック25と係合するものである。台座20のフック25を吊下げ部材30に取り付ける場合、台座20に載置する型枠材料の種類に応じて、第1係合リング33と第2係合リング34のどちらか一方を選択することで、台座20の吊下げ高さ位置(すなわち、下階の床スラブ5から台座20までの距離)を調節することができる。例えば、台座20にパイプサポート等の長尺部材を載置する場合には、第2係合リング34に台座20のフック25を取り付ける。一方、パイプサポートよりも寸法の短い堰板や付属品等を台座20に載置する場合には、第1係合リング33に台座20のフック25を取り付けることで、台座20の吊下げ位置をパイプサポートの場合よりも高くすることができる。以下の説明では、第1係合リング33にフック25を係合させた場合の台座20の位置を第1位置、第2係合リング34にフック25を係合させた場合の台座20の位置を第2位置という。   The first engagement ring 33 and the second engagement ring 34 are attached to the belt member 31 at different heights via fasteners 36, and both engage with the hook 25 of the pedestal 20 described above. To do. When attaching the hook 25 of the pedestal 20 to the suspension member 30, one of the first engagement ring 33 and the second engagement ring 34 is selected according to the type of formwork material placed on the pedestal 20. Thus, the hanging height position of the pedestal 20 (that is, the distance from the floor slab 5 on the lower floor to the pedestal 20) can be adjusted. For example, when a long member such as a pipe support is placed on the pedestal 20, the hook 25 of the pedestal 20 is attached to the second engagement ring 34. On the other hand, when placing a dam plate or an accessory with dimensions shorter than the pipe support on the pedestal 20, the hook 25 of the pedestal 20 is attached to the first engagement ring 33 so that the suspending position of the pedestal 20 is set. It can be higher than with pipe support. In the following description, the position of the pedestal 20 when the hook 25 is engaged with the first engagement ring 33 is the first position, and the position of the pedestal 20 when the hook 25 is engaged with the second engagement ring 34. Is called the second position.

なお、台座20の吊下げ高さ位置は、台座20にパイプサポートや堰板を載置した場合にこれらの上端部分が開口部から突出する程度に設定する。   The suspending height position of the pedestal 20 is set to such an extent that when the pipe support or the dam plate is placed on the pedestal 20, these upper end portions protrude from the opening.

フレーム部材40は、開口部2の周縁部に設置される矩形状の枠部材であり、図1に示すように、開口部2を通じて上述した吊下げ部材30及び台座40を吊下げ支持するものである。図4−1は、フレーム部材40の平面図、図4−2は、図4−1のC−C断面図である。このフレーム部材40は、図4−1に示すように、長辺部材41及び短辺部材42と、ベルト結合用リング43と、ガイド部材44及びピン部材45とを備えて構成してある。   The frame member 40 is a rectangular frame member installed on the peripheral edge of the opening 2, and supports the suspension member 30 and the pedestal 40 described above through the opening 2 as shown in FIG. 1. is there. 4A is a plan view of the frame member 40, and FIG. 4B is a cross-sectional view taken along the line CC of FIG. 4A. As shown in FIG. 4A, the frame member 40 includes a long side member 41 and a short side member 42, a belt coupling ring 43, a guide member 44 and a pin member 45.

長辺部材41及び短辺部材42は、それぞれ単管から構成されるものであり、互いの端部同士がクランプ(緊結金具)46によって締結されることによって、矩形状の枠体を構成している。この長辺部材41及び短辺部材42とクランプ46との締結を緩めることで、長辺部材41及び短辺部材42とクランプ46とで画定される長方形の辺の長さを変えることができる。上記構成とすることにより、開口部2の大きさに応じて、フレーム部材40の大きさを調節することが可能である。また、本実施の形態では、堰板やパイプサポート等の長さ寸法の大きい型枠材料を台座20に載置する場合に、これら型枠部材の上端部分を長辺部材41及び短辺部材42に立て掛けて保持するようにしている。   The long side member 41 and the short side member 42 are each constituted by a single tube, and each end is fastened by a clamp (tightening fitting) 46 to form a rectangular frame. Yes. By loosening the fastening between the long side member 41 and the short side member 42 and the clamp 46, the length of the rectangular side defined by the long side member 41 and the short side member 42 and the clamp 46 can be changed. By setting it as the said structure, according to the magnitude | size of the opening part 2, it is possible to adjust the magnitude | size of the frame member 40. FIG. In this embodiment, when a mold material having a large length such as a dam plate or a pipe support is placed on the pedestal 20, the upper end portions of these mold members are used as the long side member 41 and the short side member 42. It is intended to hold it against.

ベルト結合用リング43は、図4−1に示すように、短辺部材42の両端に止金具47を介して取り付けられており、上述した吊下げ部材30のフック32を係合させるものである。   As shown in FIG. 4A, the belt coupling ring 43 is attached to both ends of the short side member 42 via fasteners 47, and engages the hook 32 of the suspension member 30 described above. .

ガイド部材44は、フレーム部材40の枠内の4角に設置された4本の棒状部材から構成されるものである。図4−2に示すように、4本の棒状部材は、開口部2の内周面に当接している。すなわち、フレーム部材40を開口部2に設置した場合に、向かい合う棒状部材の配置間隔が、開口部2の向かい合う2辺の間隔とほぼ等しくなるように配置してある。上記構成とすることにより、フレーム部材40が開口部2に対して水平方向に移動するのを規制し、フレーム部材44が開口部2からずれることを防止している。   The guide member 44 is composed of four rod-like members installed at four corners in the frame of the frame member 40. As shown in FIG. 4B, the four rod-shaped members are in contact with the inner peripheral surface of the opening 2. That is, when the frame member 40 is installed in the opening 2, the arrangement interval of the opposing bar-like members is arranged so as to be substantially equal to the interval between the two opposing sides of the opening 2. With the above configuration, the frame member 40 is restricted from moving in the horizontal direction with respect to the opening 2, and the frame member 44 is prevented from being displaced from the opening 2.

ピン部材44は、長辺部材41の内周面に突設されたものである。このピン部材44は、パイプサポート等の長さ寸法の大きい型枠部材を台座20上に載置し、その上端部を長辺部材41に立て掛けた際に、パイプサポートの上端部が水平方向に移動するのを規制するものである。   The pin member 44 protrudes from the inner peripheral surface of the long side member 41. The pin member 44 is configured such that when a mold member having a large length such as a pipe support is placed on the pedestal 20 and the upper end portion of the pin member leans against the long side member 41, the upper end portion of the pipe support is horizontally oriented. It restricts movement.

また、フォームタイやセパレータ等の付属品を荷揚げする際には、別途、荷揚げ用籠50を利用する。図5−1は荷揚げ用籠50の平面図、図5−2は図5−1のD−D断面図、図5−3は図5−1のE−E断面図である。図5−1に示すように、荷揚げ用籠50は、フレーム部51と金網52とから構成される籠部53と、籠部53に取り付けられた引揚げ用金具54及び引揚げ用リング55とから構成されるものである。   In addition, when unloading accessories such as foam ties and separators, a lifting basket 50 is separately used. 5A is a plan view of the unloading basket 50, FIG. 5-2 is a DD cross-sectional view of FIG. 5-1, and FIG. 5-3 is an EE cross-sectional view of FIG. As shown in FIG. 5A, the lifting cage 50 includes a flange portion 53 including a frame portion 51 and a wire mesh 52, a lifting metal fitting 54 and a lifting ring 55 attached to the flange portion 53. It is comprised from.

次に、上記構成を有する吊下げ治具10を用いて、型枠部材を下階から上階へ荷揚げする作業について説明する。図6−1は、パイプサポート61を吊下げ治具10の台座20上に載置した状態を示す正面図であり、図6−2は、図6−1を側方から見た図である。なお、図6−2ではフレーム部材40の手前側の短辺部材42を省略している。   Next, an operation for unloading the formwork member from the lower floor to the upper floor using the hanging jig 10 having the above-described configuration will be described. 6-1 is a front view showing a state in which the pipe support 61 is placed on the base 20 of the hanging jig 10, and FIG. 6-2 is a view of FIG. 6-1 seen from the side. . In FIG. 6B, the short side member 42 on the near side of the frame member 40 is omitted.

型枠材料を荷揚げするにあたり、まず、上階の床スラブ1の開口部2の大きさに応じて、フレーム部材40の枠(長辺部材41及び短辺部材42)の大きさを調節し、フレーム部材40を開口部2に設置する。フレーム部材40は、ガイド部材44によって水平方向への移動が規制されるため、開口部2からずれることはない。次いで、フレーム部材40のベルト結合用リング43に、吊下げ部材30のフック32を係合させることにより、吊下げ部材30を吊下げる。   In unloading the formwork material, first, the size of the frame (long side member 41 and short side member 42) of the frame member 40 is adjusted according to the size of the opening 2 of the floor slab 1 on the upper floor, The frame member 40 is installed in the opening 2. Since the movement of the frame member 40 in the horizontal direction is restricted by the guide member 44, the frame member 40 is not displaced from the opening 2. Next, the suspension member 30 is suspended by engaging the hook 32 of the suspension member 30 with the belt coupling ring 43 of the frame member 40.

パイプサポートのように長さ寸法の大きい型枠材料を台座20上に載置する場合、台座20のフック25を、吊下げ部材30の第2係合リング34に係合させ、台座20を第2位置に配置しておく。作業者は、下階3の解体箇所から吊下げ治具10の設置位置までパイプサポート61を搬送し、このパイプサポート61の下端部を台座20のピン部材24に差込み、上端部をフレーム部材40に設けた複数のピン部材45の間に立て掛ける。図6−1及び図6−2に示すように、台座20上に載置された複数本のパイプサポート61は、それぞれの下端部が台座20のピン部材24によって保持され、上端部がフレーム部材40のピン部材45によって水平方向の移動が規制される。従って、複数本のパイプサポート61は、台座20から脱落するといったことがなく、吊下げ治具10によって保持されることになる。吊下げ治具10に一時的に載置されたパイプサポート61は、上階にいる作業者によって順次引揚げられ、仮置き場所まで搬送される。   When a mold material having a large length such as a pipe support is placed on the pedestal 20, the hook 25 of the pedestal 20 is engaged with the second engagement ring 34 of the suspension member 30, and the pedestal 20 is Arranged in two positions. The operator conveys the pipe support 61 from the dismantling part of the lower floor 3 to the installation position of the hanging jig 10, inserts the lower end portion of the pipe support 61 into the pin member 24 of the base 20, and the upper end portion of the frame member 40. It leans between a plurality of pin members 45 provided in the. As shown in FIGS. 6A and 6B, the plurality of pipe supports 61 placed on the pedestal 20 are held at their lower ends by the pin members 24 of the pedestal 20, and the upper ends are frame members. The horizontal movement is restricted by the 40 pin members 45. Therefore, the plurality of pipe supports 61 are held by the hanging jig 10 without falling off the pedestal 20. The pipe support 61 temporarily placed on the hanging jig 10 is sequentially lifted by an operator on the upper floor and transported to a temporary place.

次に、図7−1は、堰板62を吊下げ治具10の台座20上に載置した状態を示す正面図、図7−2は図7−1を側方から見た図である。なお、図7−2ではフレーム部材40の手前側の短辺部材42を省略している。   Next, FIG. 7-1 is a front view showing a state where the dam plate 62 is placed on the pedestal 20 of the hanging jig 10, and FIG. 7-2 is a view of FIG. . 7B, the short side member 42 on the near side of the frame member 40 is omitted.

堰板62を台座20上に載置する場合、台座20のフック25を、吊下げ部材30の第1係合リング33に係合させ、台座20を第1位置に配置しておく。作業者は、下階3の解体箇所から吊下げ治具10まで堰板62を搬送し、この堰板62を台座20上に載置し、堰板62の上端部をフレーム部材40に立て掛ける。図7−1及び図7−2に示すように、台座20上に載置された複数枚の堰板62は、台座20の爪部材23により水平方向の移動が規制されるため、台座20から脱落することがなく、吊下げ治具10によって保持される。吊下げ治具10に一時的に載置された堰板62は、上階にいる作業者によって順次引揚げられ、仮置き場所まで搬送される。   When placing the weir plate 62 on the pedestal 20, the hook 25 of the pedestal 20 is engaged with the first engagement ring 33 of the suspension member 30, and the pedestal 20 is disposed at the first position. The operator conveys the weir plate 62 from the dismantling part of the lower floor 3 to the hanging jig 10, places the weir plate 62 on the pedestal 20, and leans the upper end portion of the weir plate 62 against the frame member 40. As shown in FIGS. 7A and 7B, the plurality of barrier plates 62 placed on the pedestal 20 are restricted from moving in the horizontal direction by the claw members 23 of the pedestal 20. It is held by the hanging jig 10 without falling off. The dam plate 62 temporarily placed on the hanging jig 10 is sequentially lifted by an operator on the upper floor and transported to a temporary place.

次に、図8−1は、付属品(図示せず)を収納した荷揚げ用籠50を吊下げ治具10の台座20上に載置した状態を示す正面図、図8−2は図8−1を側方から見た図である。なお、図8−2ではフレーム部材40の手前側の短辺部材42を省略している。   Next, FIG. 8-1 is a front view showing a state in which the lifting rod 50 containing accessories (not shown) is placed on the base 20 of the hanging jig 10, and FIG. It is the figure which looked at -1 from the side. In FIG. 8B, the short side member 42 on the near side of the frame member 40 is omitted.

荷揚げ用籠50を台座20上に載置する場合、上述した堰板62の場合と同様に、台座20のフック25を、吊下げ部材30の第1係合リング33に係合させ、台座20を第1位置に配置しておく。作業者は、下階3の解体箇所から吊下げ治具10まで付属品を搬送し、付属品を荷揚げ用籠50に収納し、この荷揚げ用籠50を台座20上に載置する。台座20上に載置された荷揚げ用籠50は、台座20の爪部材23により水平方向の移動が規制されるため、台座20から脱落することがなく、吊下げ治具10によって保持される。次いで、図8−1に示すように、吊上げロープの先端部分のフック(図示を省略)を荷揚げ用籠50の引揚げ用リング55に掛けた後、上階の作業員がこの吊上げロープを引揚げ、引揚げ用籠50を上階に引き揚げる。   When the unloading basket 50 is placed on the pedestal 20, the hook 25 of the pedestal 20 is engaged with the first engagement ring 33 of the suspension member 30 in the same manner as the dam plate 62 described above, and the pedestal 20 Is placed in the first position. The operator conveys the accessory from the dismantling part of the lower floor 3 to the hanging jig 10, stores the accessory in the unloading basket 50, and places the unloading basket 50 on the pedestal 20. The lifting rod 50 placed on the pedestal 20 is held by the hanging jig 10 without falling off from the pedestal 20 because the movement in the horizontal direction is restricted by the claw member 23 of the pedestal 20. Next, as shown in FIG. 8A, after hooking the hook (not shown) of the lifting rope to the lifting ring 55 of the lifting rod 50, an operator on the upper floor pulls the lifting rope. Raise the fried and raised salmon 50 to the upper floor.

なお、上記の説明では、荷揚げ作業を下階と上階の作業者2人で行うようにしたが、作業者ひとりで荷揚げ作業を行うことも可能である。この場合、作業者は、まず下階の解体場所から複数の型枠材料を吊下げ治具10の設置位置まで搬送し、これらを吊下げ治具10に載置した後、上階に移動して、吊下げ治具10に載置された型枠材料を引揚げ、これらを仮置き場所まで搬送する。   In the above description, the unloading work is performed by two workers on the lower floor and the upper floor. However, the unloading work can be performed by one worker. In this case, the worker first transports a plurality of formwork materials from the dismantling location on the lower floor to the installation position of the hanging jig 10, places them on the hanging jig 10, and then moves to the upper floor. Then, the formwork material placed on the hanging jig 10 is pulled up and conveyed to a temporary place.

以上説明したように、本実施の形態の吊下げ治具10は、上階と下階とを仕切る床スラブ1に設けた開口部2の周縁に設置されるフレーム部材40と、一端がフレーム部材40に取付けられることにより、開口部2を通じて床スラブ1から吊下げられる吊下げ部材30と、この吊下げ部材30を介して、下階の所定高さの位置に吊下げ支持される台座20とを備えた構成とし、台座20に型枠材料を一時的に載置させるようにした。その結果、各階の作業者の手待ちが低減され、作業効率を向上させることができる。また、フレーム部材、吊り下げ部材及び台座という簡易な構成であるため、開口部への設置及び撤収が簡便であるとともに、上階への持ち運びも容易である。また、開口部から吊下げる構成としたことで、例えば開口部の直下の床スラブ上に他の建築材料が積まれているような場合であっても、荷揚げ作業を行うことが可能である。   As described above, the hanging jig 10 of the present embodiment includes the frame member 40 installed at the periphery of the opening 2 provided in the floor slab 1 that partitions the upper floor and the lower floor, and one end of the frame jig 40. 40, the suspension member 30 that is suspended from the floor slab 1 through the opening 2, and the pedestal 20 that is suspended and supported at a predetermined height on the lower floor via the suspension member 30. The formwork material was temporarily placed on the pedestal 20. As a result, waiting time for workers on each floor is reduced, and work efficiency can be improved. Moreover, since it is a simple structure of a frame member, a suspending member, and a pedestal, it can be easily installed and removed from the opening, and can be easily carried to the upper floor. Moreover, since it was set as the structure suspended from an opening part, even if it is a case where other building materials are piled up on the floor slab directly under an opening part, for example, it is possible to perform unloading work.

また、本実施の形態の吊下げ治具によれば、下階の作業者から上階の作業者へ型枠材料を手渡ししていた従来の荷揚げ作業と比べ、各階の作業者が型枠材料を保持する時間が短縮されるため、作業者の疲労を軽減することができる。また、従来の荷揚げ作業では、下階と上階にそれぞれ作業者が必要であったが、本実施の形態の吊下げ治具を用いた場合、作業者ひとりで下階から上階への荷揚げ作業を行うことが可能となる。   In addition, according to the hanging jig of the present embodiment, the worker on each floor has the formwork material compared to the conventional unloading work in which the formwork material is handed over from the worker on the lower floor to the worker on the upper floor. Since the time for holding is reduced, operator fatigue can be reduced. In addition, in the conventional unloading work, an operator is required for each of the lower floor and the upper floor. However, when the hanging jig according to the present embodiment is used, the worker alone unloads from the lower floor to the upper floor. Work can be performed.

さらに、本実施の形態の吊下げ治具によれば、台座20にフック25を設けるとともに、吊下げ部材30にフック25と係合する係合リング33,34を設け、フック25を係合リング33,34のいずれかに係脱させることによって、台座20を吊下げ部材30に対して着脱可能に吊下げ支持させた構成としたことで、吊下げ部材30への台座20の連結・取り外しを容易に行うことができる。また、係合リング33,34を、吊下げ部材30の高さの異なる位置に設けたことで、型枠材料の寸法や形状に応じて、台座20の吊下げ高さ位置を調節することができる。   Furthermore, according to the hanging jig of the present embodiment, the hook 20 is provided on the pedestal 20, the engagement rings 33 and 34 that engage with the hook 25 are provided on the hanging member 30, and the hook 25 is engaged with the engagement ring. The base 20 is detachably supported with respect to the suspension member 30 by being engaged with or disengaged from any one of 33 and 34, so that the base 20 can be connected to and detached from the suspension member 30. It can be done easily. Further, by providing the engagement rings 33 and 34 at positions where the height of the suspension member 30 is different, the suspension height position of the pedestal 20 can be adjusted according to the size and shape of the formwork material. it can.

さらに、本実施の形態の吊下げ治具によれば、台座20上面及びフレーム部材40内周面に、型枠材料の水平方向の移動を規制するピン部材24,45をそれぞれ設けたことで、パイプサポートや単管等の長さ寸法の大きい型枠材料を台座20上に安定させて載置することができる。また、台座20の上面における周縁部に、型枠材料の水平方向の移動を規制する爪部材23を設けたことで、堰板等の平板状の型枠材料を台座20上に安定させて載置することができる。   Furthermore, according to the hanging jig of the present embodiment, the pin members 24 and 45 for restricting the horizontal movement of the mold material are provided on the upper surface of the base 20 and the inner peripheral surface of the frame member 40, respectively. A mold material having a large length such as a pipe support or a single pipe can be stably placed on the base 20. Further, by providing a claw member 23 for restricting the horizontal movement of the mold material at the peripheral edge on the upper surface of the pedestal 20, a plate-shaped mold material such as a dam plate is stably placed on the pedestal 20. Can be placed.

加えて、本実施の形態の吊下げ治具によれば、フレーム部材40を長辺部材と短辺部材とで構成し、開口部の大きさに応じて、長辺部材及び短辺部材とで画定される矩形の辺の長さを調節可能としたことで、開口部の大きさによってフレーム部材40を別途用意する必要がない。また、フレーム部材40に、開口部の内周面の複数箇所に当接するガイド部材44を設けたので、フレーム部材40が開口部からずれるのを防止することができる。   In addition, according to the hanging jig of the present embodiment, the frame member 40 is composed of a long side member and a short side member, and depending on the size of the opening, the long side member and the short side member Since the length of the defined rectangular side can be adjusted, there is no need to separately prepare the frame member 40 depending on the size of the opening. In addition, since the frame member 40 is provided with the guide member 44 that contacts a plurality of locations on the inner peripheral surface of the opening, it is possible to prevent the frame member 40 from being displaced from the opening.

なお、上記実施の形態では、台座20にフック25を設け、吊下用ベルト30に係合リング33,34を設けた構成としたが、台座20に係合リングを設け、吊下用ベルト30にフックを設けてもよい。同様に、上記実施の形態では、吊下用ベルト30にフック32を、支持フレーム40にベルト連結用リング43を設けた構成としたが、吊下用ベルト30に連結用リングを設け、支持フレーム40にフックを設けてもよい。   In the above embodiment, the hook 20 is provided on the base 20 and the engagement rings 33 and 34 are provided on the suspension belt 30. However, the engagement belt 33 is provided on the base 20 and the suspension belt 30 is provided. You may provide a hook in. Similarly, in the above embodiment, the suspension belt 30 is provided with the hook 32 and the support frame 40 is provided with the belt connection ring 43. However, the suspension belt 30 is provided with the connection ring, and the support frame is provided with the support frame 40. 40 may be provided with a hook.

また、上記実施の形態では、下階から上階への型枠材料の荷揚げを想定しているが、上階から下階への型枠材料の移動(例えば地下階への搬入)にも、適用することができる。   In the above embodiment, it is assumed that the formwork material is unloaded from the lower floor to the upper floor, but the movement of the formwork material from the upper floor to the lower floor (for example, carrying into the basement floor) Can be applied.

床スラブに設けられた開口部に、本実施の形態である吊下げ治具を取付けた状態を示す正面図である。It is a front view which shows the state which attached the hanging jig | tool which is this Embodiment to the opening part provided in the floor slab. 本実施の形態である吊下げ治具における台座の平面図である。It is a top view of the base in the hanging jig | tool which is this Embodiment. 図2−1のA−A断面図である。It is AA sectional drawing of FIGS. 図2−1のB−B断面図である。It is BB sectional drawing of FIGS. 本実施の形態である吊下げ治具における吊下げ部材の正面図である。It is a front view of the hanging member in the hanging jig which is this Embodiment. 図3−1の側面図である。It is a side view of FIGS. 本実施の形態である吊下げ治具におけるフレーム部材の平面図である。It is a top view of the frame member in the hanging jig which is this Embodiment. 図4−1のC−C断面図である。It is CC sectional drawing of FIG. 4-1. 本実施の形態である吊下げ治具における荷揚げ用籠の平面図である。It is a top view of the lifting kite in the hanging jig which is this Embodiment. 図5−1のD−D断面図である。It is DD sectional drawing of FIGS. 図5−1のE−E断面図である。It is EE sectional drawing of FIGS. 本実施の形態である吊下げ治具にパイプサポートが載置された状態を説明する図である。It is a figure explaining the state by which the pipe support was mounted in the hanging jig | tool which is this Embodiment. 図6−1を側方から見た図である。It is the figure which looked at FIG. 6-1 from the side. 本実施の形態である吊下げ治具に堰板が載置された状態を説明する図である。It is a figure explaining the state by which the dam plate was mounted in the hanging jig | tool which is this Embodiment. 図7−1を側方から見た図である。It is the figure which looked at FIG. 7-1 from the side. 本実施の形態である吊下げ治具に荷揚げ用籠が載置された状態を説明する図である。It is a figure explaining the state by which the lifting kite was mounted in the hanging jig | tool which is this Embodiment. 図8−1を側方から見た図である。It is the figure which looked at FIG. 8-1 from the side. 従来の型枠材料の荷揚げ作業を説明する図である。It is a figure explaining the loading work of the conventional formwork material.

符号の説明Explanation of symbols

1 上階の床スラブ
2 開口部
3 下階
4 上階
5 下階の床スラブ
10 吊下げ治具
20 台座
21 縦フレーム
22 横フレーム
23 爪部材
24 ピン部材
25 フック
30 吊下げ部材
31 ベルト部材
32 フック(第1係合部材)
33 第1係合リング(第2係合部材)
34 第2係合リング(第2係合部材)
35,36 止金具
40 フレーム部材
41 長辺部材
42 短辺部材
43 ベルト結合用リング
44 ガイド部材
45 ピン部材
46 クランプ
47 止金具
50 荷揚げ用籠(籠部材)
51 フレーム部
52 金網
53 籠部
54 引揚げ用金具
55 引揚げ用リング
61 パイプサポート
62 堰板
DESCRIPTION OF SYMBOLS 1 Upper floor slab 2 Opening part 3 Lower floor 4 Upper floor 5 Lower floor slab 10 Hanging jig 20 Base 21 Vertical frame 22 Horizontal frame 23 Claw member 24 Pin member 25 Hook 30 Hanging member 31 Belt member 32 Hook (first engaging member)
33 First engagement ring (second engagement member)
34 Second engagement ring (second engagement member)
35, 36 Fastener 40 Frame member 41 Long side member 42 Short side member 43 Belt coupling ring 44 Guide member 45 Pin member 46 Clamp 47 Fastener 50 Lifting rod
51 Frame part 52 Wire mesh 53 Gutter part 54 Lifting metal fitting 55 Lifting ring 61 Pipe support 62 Dam plate

Claims (9)

下階と上階とを仕切る床スラブに設けた開口部を介して前記下階と上階との間で搬送物の受け渡しを行う際に適用する治具であって、
前記開口部の周縁に設置されるフレーム部材と、
一端が前記フレーム部材に取り付けられる一方、他端が前記開口部を通じて前記下階に吊下げられる吊下げ部材と、
前記吊下げ部材を介して前記下階の所定高さ位置に吊下げ支持される台座とを備えたことを特徴とする吊下げ治具。
A jig to be applied when delivering a transported object between the lower floor and the upper floor through an opening provided in a floor slab that partitions the lower floor and the upper floor,
A frame member installed at the periphery of the opening;
A suspension member having one end attached to the frame member and the other end suspended from the lower floor through the opening;
A hanging jig comprising: a base that is suspended and supported at a predetermined height position on the lower floor via the hanging member.
前記台座に第1の係合部材を設けるとともに、前記吊下げ部材に第2の係合部材を設け、前記第1の係合部材を前記第2の係合部材に係脱させることによって、前記台座を前記吊下げ部材に対して着脱可能に吊下げ支持させたことを特徴とする請求項1に記載の吊下げ治具。   The first engaging member is provided on the base, the second engaging member is provided on the suspension member, and the first engaging member is engaged with and disengaged from the second engaging member. The hanging jig according to claim 1, wherein the pedestal is suspended and supported so as to be detachable from the hanging member. 前記第2の係合部材を、前記吊下げ部材における高さの異なる複数箇所に設けたことを特徴とする請求項2に記載の吊下げ治具。   The hanging jig according to claim 2, wherein the second engaging member is provided at a plurality of locations having different heights in the hanging member. 前記台座の上面にピン部材を突設したことを特徴とする請求項1に記載の吊下げ治具。   The hanging jig according to claim 1, wherein a pin member protrudes from the upper surface of the pedestal. 前記台座の上面における周縁部に爪部材を突設したことを特徴とする請求項1に記載の吊下げ治具。   The hanging jig according to claim 1, wherein a claw member projects from a peripheral edge portion of the upper surface of the pedestal. 前記フレーム部材を長辺部材と短辺部材とで構成し、前記開口部の大きさに応じて、前記長辺部材及び短辺部材とで画定される矩形の辺の長さを調節可能としたことを特徴とする請求項1に記載の吊下げ治具。   The frame member is composed of a long side member and a short side member, and the length of a rectangular side defined by the long side member and the short side member can be adjusted according to the size of the opening. The hanging jig according to claim 1. 前記フレーム部材に、前記開口部の内周面における複数箇所に当接するガイド部材を設けたことを特徴とする請求項1に記載の吊下げ治具。   The suspension jig according to claim 1, wherein the frame member is provided with a guide member that contacts a plurality of locations on the inner peripheral surface of the opening. 前記フレーム部材の内周面にピン部材を突設したことを特徴とする請求項1に記載の吊下げ治具。   The hanging jig according to claim 1, wherein a pin member projects from an inner peripheral surface of the frame member. 前記台座上に着脱可能に設置される籠部材と、この籠部材を上階に引揚げる吊部材をさらに備えたことを特徴とする請求項1に記載の吊下げ治具。   The hanging jig according to claim 1, further comprising a hook member that is detachably installed on the pedestal, and a hanging member that lifts the hook member to an upper floor.
JP2007292516A 2007-11-09 2007-11-09 Hanging implement Pending JP2009121018A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publication Number Publication Date
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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018071096A (en) * 2016-10-26 2018-05-10 株式会社 ヤ マ コ ン Method for inserting columnar member into slab opening portion and guide member for slab opening
CN114109024A (en) * 2021-10-29 2022-03-01 中国一冶集团有限公司 Pre-buried binding tape device for floor opening suspended formwork plugging and construction method
JP2023053898A (en) * 2021-10-01 2023-04-13 三協立山株式会社 Method of manufacturing simple structure having shingle roof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018071096A (en) * 2016-10-26 2018-05-10 株式会社 ヤ マ コ ン Method for inserting columnar member into slab opening portion and guide member for slab opening
JP2023053898A (en) * 2021-10-01 2023-04-13 三協立山株式会社 Method of manufacturing simple structure having shingle roof
JP7357129B2 (en) 2021-10-01 2023-10-05 三協立山株式会社 Method for manufacturing a simple structure with a folded plate roof
CN114109024A (en) * 2021-10-29 2022-03-01 中国一冶集团有限公司 Pre-buried binding tape device for floor opening suspended formwork plugging and construction method

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