JP7316196B2

JP7316196B2 - Hanging jig and method of constructing a wall member using the hanging jig

Info

Publication number: JP7316196B2
Application number: JP2019205387A
Authority: JP
Inventors: 浩和田; 祐治鎌崎; 悟史久保田
Original assignee: JFE Metal Products and Engineering Inc
Current assignee: JFE Metal Products and Engineering Inc
Priority date: 2019-11-13
Filing date: 2019-11-13
Publication date: 2023-07-27
Anticipated expiration: 2039-11-13
Also published as: JP2021075962A

Description

本発明は、施工現場で用いる吊り治具及び吊り治具を使用した壁面部材の施工方法に関する。 TECHNICAL FIELD The present invention relates to a hanging jig used at a construction site and a method of constructing a wall surface member using the hanging jig.

立坑の土留め壁に用いられるライナープレート等の壁面部材を施工する際には、床堀りと壁面部材の組立てを繰り返し行いながら立坑を掘り進めていく方法が一般的である。この場合、壁面部材の組立作業においては、人手によるボルト留め作業が一般的であり、人手で作業できる重量の壁面部材をチェーンブロック等によって立坑の内部に降ろしながら搬入が進められる。立坑内の現場では、ボルトによる仮固定のためボルト孔芯を合わせて、壁面部材に全て取り付けた後、ボルト締結の本締め作業が行われる（例えば、特許文献１参照）。また、壁面部材の補強を目的として上下方向に配置される壁面部材間にＨ形鋼からなる補強部材（補強リング）を介在させる場合には、立坑内に設置済みの壁面部材の下に補強部材を仮止めした状態でその下に別の壁面部材を配置し、上下の平面部材と補強部材のボルト孔芯を合わせてボルト締結の本締め作業が行われる。 When constructing a wall surface member such as a liner plate used for a retaining wall of a shaft, it is common to excavate the shaft while repeatedly performing floor excavation and assembly of the wall surface member. In this case, in the assembly work of the wall surface members, bolting work is generally performed manually, and the wall surface members of a weight that can be worked manually are lowered into the vertical shaft by chain blocks or the like while being carried in. At the work site in the vertical shaft, after aligning the bolt hole centers for temporary fixing with bolts and attaching all to the wall member, final tightening work of bolting is performed (see, for example, Patent Document 1). In addition, when interposing a reinforcing member (reinforcing ring) made of H-shaped steel between the wall members arranged vertically for the purpose of reinforcing the wall member, is temporarily fixed, another wall member is placed under it, and the bolt hole centers of the upper and lower planar members and the reinforcing member are aligned to perform the final tightening work of bolting.

上記のような場合において、立坑内に壁面部材や補強部材を落とし込む作業は吊り治具を用いて行われる。具体的には、壁面部材に設けられるフランジ部等に吊り治具を引っ掛けたり、補強部材の立設部に吊り治具を引っ掛けたりすることにより壁面部材を吊り上げた状態で、立坑内に設置されている壁面部材との連結位置までそれぞれ移動させ、設置されている壁面部材に対して補強部材、壁面部材を別個に仮止めし、上下の壁面部材と補強部材に設けられるボルト孔の位置を調整して、補強部材を介して壁面部材同士を連結する。 In the case as described above, the work of dropping the wall surface member and the reinforcing member into the shaft is performed using a hanging jig. Specifically, the wall member is lifted by hooking the hanging jig on the flange or the like provided on the wall member or by hooking the hanging jig on the standing portion of the reinforcing member, and the wall member is installed in the shaft. The reinforcing member and the wall member are temporarily attached to the installed wall member, and the positions of the bolt holes provided in the upper and lower wall members and the reinforcing member are adjusted. Then, the wall members are connected to each other via the reinforcing member.

特開２００２－２９５１７０号公報Japanese Patent Application Laid-Open No. 2002-295170

上記のように吊り治具等を用いて補強部材を介して壁面部材同士を連結する場合には、立坑内に壁面部材や補強部材を落とし込む際の作業の確実性に課題があった。特に、Ｈ形鋼からなる補強部材は、その吊り上げ作業において安定した姿勢に保持することが難しく、施工作業においてその取扱いに課題があった。また、補強部材を介して壁面部材同士を連結する作業において、壁面部材及び補強部材をボルトで仮固定する際に、ボルト孔の芯合わせに手間が掛かるという課題があった。 When the wall members are connected to each other via the reinforcing member using a hanging jig or the like as described above, there is a problem in the reliability of the work when dropping the wall member and the reinforcing member into the shaft. In particular, it is difficult to maintain the reinforcing member made of H-shaped steel in a stable posture during lifting work, and there is a problem in handling it during construction work. Moreover, in the operation of connecting the wall surface members via the reinforcing member, there is a problem that it takes time and effort to align the bolt holes when temporarily fixing the wall surface member and the reinforcing member with bolts.

そこで、本発明は、上記課題に鑑みてなされたものであり、波形鋼板等の壁面部材の施工において、壁面部材及び補強部材の落とし込み等の作業の確実性を向上させるとともに、補強部材を介して壁面部材同士の連結時の作業性を向上させる吊り治具及び吊り治具を用いた施工方法を提供することを目的とする。 Therefore, the present invention has been made in view of the above problems, and in the construction of a wall surface member such as a corrugated steel plate, while improving the reliability of work such as dropping the wall surface member and the reinforcing member, through the reinforcing member It is an object of the present invention to provide a hanging jig that improves workability when connecting wall surface members together, and a construction method using the hanging jig.

上記課題を解決するため、本発明に係る第１の態様は、第１の壁面部材と第２の壁面部材とを補強部材を介して連結するために、前記第１の壁面部材と前記補強部材とを一定姿勢で支持するとともに、前記第１の壁面部材と前記補強部材と前記第２の壁面部材とのそれぞれに設けられ各部材を上下方向に貫通して形成された貫通孔に挿通されることにより前記第１の壁面部材と前記第２の壁面部材と前記補強部材との連結位置を調整する吊り治具であって、治具本体と、前記治具本体の一端側に設けられ、前記補強部材を固定する固定部と、前記治具本体若しくは前記固定部から延設されるフック部とを備え、前記フック部は、前記治具本体若しくは前記固定部から延設され、前記第１の壁面部材と前記補強部材とを支持する支持部と、前記支持部から延設され、前記第１の壁面部材と前記第２の壁面部材と前記補強部材との貫通孔が互いに上下方向に連通した状態において、これらの貫通孔に挿通される挿通部とを有する。 In order to solve the above-mentioned problems, a first aspect of the present invention provides the first wall surface member and the reinforcing member for connecting the first wall surface member and the second wall surface member via the reinforcing member. are supported in a fixed posture, and are inserted through through-holes provided in each of the first wall member, the reinforcing member, and the second wall member and vertically penetrating each member. A hanging jig for adjusting the connection position between the first wall member, the second wall member, and the reinforcing member, comprising: a jig body; a fixing portion for fixing a reinforcing member; and a hook portion extending from the jig main body or the fixing portion, wherein the hook portion extends from the jig main body or the fixing portion and extends from the first a supporting portion that supports the wall surface member and the reinforcing member; and through holes extending from the supporting portion, the through holes of the first wall surface member, the second wall surface member, and the reinforcing member communicating with each other in a vertical direction. and insertion portions that are inserted through these through holes in the state.

また、前記治具本体から、前記支持部が延設される方向以外の方向に延設される把持部を更に備えることが好ましい。 Moreover, it is preferable to further include a grip portion extending in a direction other than the direction in which the support portion extends from the jig body.

また、前記挿通部は、前記支持部の延設方向に対して略垂直の方向に設けられていることが好ましい。 Moreover, it is preferable that the insertion portion is provided in a direction substantially perpendicular to the extending direction of the support portion.

また、前記補強部材が一対の立設部と該一対の立設部間を繋ぐ連結部とを有する断面Ｈ形の部材からなり、前記固定部は、前記補強部材の一対の立設部の少なくとも一方を収容することにより前記補強部材を固定することが好ましい。 Further, the reinforcing member comprises a member having an H-shaped cross section having a pair of standing portions and a connecting portion connecting the pair of standing portions, and the fixing portion is at least one of the pair of standing portions of the reinforcing member. Preferably, said reinforcing member is fixed by housing one side.

また、前記固定部は、前記治具本体と同軸上に設けられる基端部と、該基端部と略平行に設けられる先端部と、前記基端部と前記先端部とをつなぐ屈曲部とを有する略Ｕ字状の部材からなるとともに、前記基端部と前記先端部と前記屈曲部との内周面によって形成される収容部を有することが好ましい。 Further, the fixed portion includes a base end portion provided coaxially with the jig main body, a tip portion provided substantially parallel to the base end portion, and a bent portion connecting the base end portion and the tip portion. It is preferable to have an accommodating portion formed by inner peripheral surfaces of the proximal end portion, the distal end portion, and the bent portion.

また、前記支持部は、前記連結部を支持することが好ましい。 Moreover, it is preferable that the support portion supports the connecting portion.

また、前記第１の壁面部材と前記第２の壁面部材とは、前記貫通孔が形成されたフランジ部を有し、前記支持部は、前記第１の壁面部材のフランジ部と前記補強部材の連結部とを支持し、前記挿通部は、前記第１の壁面部材のフランジ部と前記補強部材の連結部と前記第２の壁面部材のフランジ部とが重なった状態で、これら部材の貫通孔に挿通されることが好ましい。 Further, the first wall member and the second wall member each have a flange portion in which the through hole is formed, and the support portion is a portion between the flange portion of the first wall member and the reinforcing member. The inserting portion is formed in a through hole of the first wall member, the connecting portion of the reinforcing member, and the flange of the second wall member in a state where the flange portion of the first wall member, the connecting portion of the reinforcing member, and the flange portion of the second wall member overlap each other. is preferably inserted into the

また、前記第１の壁面部材及び前記第２の壁面部材は、波形鋼板であることが好ましい。 Moreover, it is preferable that the first wall surface member and the second wall surface member are corrugated steel plates.

また、本発明に係る第２の態様は、上記いずれかに記載の吊り治具を用いた壁面部材の施工方法であって、前記第１の壁面部材の貫通孔に前記挿通部を挿通した状態で、前記第１の壁面部材を前記支持部により支持する工程と、前記補強部材の貫通孔に前記挿通部を挿通し前記補強部材を前記第１の壁面部材上に載置した状態で、前記補強部材を前記固定部によって固定するとともに前記支持部によって支持する工程と、前記第１の壁面部材と前記補強部材とを前記第２の壁面部材の下に配置する工程と、前記第２の壁面部材の貫通孔に前記挿通部を挿通した状態で前記第１の壁面部材と前記補強部材と前記第２の壁面部材との連結位置を調整する工程と、前記第１の壁面部材と前記第２の壁面部材と前記補強部材とを連結する工程とを備える。 A second aspect of the present invention is a method for constructing a wall surface member using the hanging jig according to any one of the above, wherein the insertion portion is inserted through the through hole of the first wall surface member. a step of supporting the first wall surface member by the supporting portion; fixing the reinforcing member by the fixing portion and supporting it by the supporting portion; arranging the first wall surface member and the reinforcing member under the second wall surface member; a step of adjusting a connecting position of the first wall surface member, the reinforcing member, and the second wall surface member in a state where the insertion portion is inserted through the through hole of the member; and connecting the wall member and the reinforcing member.

本発明に係る態様によれば、波形鋼板等の壁面部材の施工において、吊り作業を安定且つ確実に行うことができ、補強部材を介した壁面部材同士の連結作業において高い精度で連結位置（ボルト孔の位置）を合わせることができる。 According to the aspect of the present invention, in the construction of a wall member such as a corrugated steel plate, the hanging work can be performed stably and reliably, and in the work of connecting the wall members via the reinforcing member, the connection position (bolt position of the hole) can be matched.

本発明の実施の形態に係る吊り治具の構成を表す図である。It is a figure showing the structure of the hanging jig which concerns on embodiment of this invention. 本発明の実施の形態に係る吊り治具が適用される壁面部材の構成を表す図である。It is a figure showing the structure of the wall surface member to which the hanging jig which concerns on embodiment of this invention is applied. 本発明の実施の形態に係る吊り治具が適用される補強部材の構成を表す図である。It is a figure showing the structure of the reinforcement member to which the suspension jig|tool which concerns on embodiment of this invention is applied. 図２及び図３に示す壁面部材及び補強部材の連結部分の構成を表す図である。It is a figure showing the structure of the connection part of the wall surface member and reinforcement member which are shown in FIG.2 and FIG.3. 本実施の形態に係る壁面部材の施工方法において、（ａ）第１の壁面部材に吊り治具を挿通させる前の状態を表す図であり、（ｂ）第１の壁面部材に吊り治具を挿通させ、補強部材に吊り治具を挿通さえる前の状態を表す図であり、（ｃ）補強部材に吊り治具を挿通させ、第１の壁面部材及び補強部材が吊り治具により指示された状態を表す図である。In the construction method of the wall surface member according to the present embodiment, (a) is a diagram showing a state before the hanging jig is inserted into the first wall surface member, and (b) the hanging jig is inserted into the first wall surface member. (c) The hanging jig is inserted through the reinforcing member, and the first wall member and the reinforcing member are indicated by the hanging jig. It is a figure showing a state. 本実施の形態に係る壁面部材の施工方法において、（ｄ）第１の壁面部材及び補強部材を第２の壁面部材の下に配置した状態を表す図であり、（ｅ）第２の壁面部材に吊り治具を挿通させた状態を表す図であり、（ｆ）第１の壁面部材と第２の壁面部材とを連結具を用いて連結した状態を表す図である。(d) A diagram showing a state in which the first wall member and the reinforcing member are arranged below the second wall member, and (e) the second wall member in the wall member construction method according to the present embodiment. (f) is a diagram showing a state in which the first wall member and the second wall member are connected using a connector.

本発明の好ましい実施の形態について、図面を参照しながら説明する。なお、以下に示す実施の形態は一つの例示であり、本発明の範囲において、種々の形態をとり得る。 Preferred embodiments of the present invention will be described with reference to the drawings. It should be noted that the embodiment shown below is merely an example, and can take various forms within the scope of the present invention.

＜吊り治具の構成＞
図１を用いて、本実施の形態に係る吊り治具の構成について説明する。吊り治具１は、例えば断面円形状の鋼材により構成され、後述する壁面部材２及び補強部材３に取り付けられ、壁面部材２及び補強部材３を吊り上げた状態で支持する。吊り治具１は、治具本体１１と、固定部１２と、フック部１３と、把持部１４と、掛止部１５とを有する。 <Configuration of hanging jig>
The configuration of the hanging jig according to the present embodiment will be described with reference to FIG. The hanging jig 1 is made of, for example, a steel material having a circular cross section, is attached to the wall surface member 2 and the reinforcing member 3 to be described later, and supports the wall surface member 2 and the reinforcing member 3 in a lifted state. The hanging jig 1 has a jig body 11 , a fixing portion 12 , a hook portion 13 , a grip portion 14 and a hook portion 15 .

治具本体１１は、例えば略直線状に延伸する円柱状の長尺体から構成されている。
固定部１２は、治具本体１１の一端から延設されており、略Ｕ字状に形成されている。すなわち、固定部１２は、治具本体１１と同軸上に設けられる基端部１２ａと基端部１２ａと略平行に設けられる先端部１２ｂと基端部１２ａと先端部１２ｂの一端同士をつなぐ略Ｕ字状の屈曲部１２ｃとを有している。ここで、固定部１２の基端部１２ａは治具本体１１の一部を構成している。また、固定部１２は、基端部１２ａと先端部１２ｂと屈曲部１２ｃとの内周面によって形成される収容部１２１を有する。収容部１２１には、後述する補強部材３の一部（立設部３１）が収容される。固定部１２は、補強部材３の一部を収容することにより、補強部材３を一定姿勢で固定する。 The jig main body 11 is composed of, for example, a cylindrical long body extending substantially linearly.
The fixing portion 12 extends from one end of the jig body 11 and is formed in a substantially U shape. In other words, the fixing portion 12 includes a base end portion 12a provided coaxially with the jig main body 11, a tip end portion 12b provided substantially parallel to the base end portion 12a, and one ends of the base end portion 12a and the tip end portion 12b. and a U-shaped bent portion 12c. Here, the base end portion 12 a of the fixing portion 12 constitutes a part of the jig main body 11 . The fixing portion 12 also has a housing portion 121 formed by inner peripheral surfaces of the proximal end portion 12a, the distal end portion 12b, and the bent portion 12c. A portion (upright portion 31 ) of the reinforcing member 3 to be described later is accommodated in the accommodating portion 121 . The fixing part 12 fixes the reinforcing member 3 in a fixed posture by accommodating a part of the reinforcing member 3 .

フック部１３は、固定部１２の先端部１２ｂの端縁から延設されている。フック部１３は、略Ｌ字状に形成され、支持部１３１と挿通部１３２とを有する。支持部１３１は、治具本体１１の延伸方向に対して略垂直の方向に延設されている。支持部１３１は、吊り治具１が後述する壁面部材２を吊り上げる際に、壁面部材２のフランジ部２１２が載置された状態で壁面部材２を一定姿勢で支持する。挿通部１３２は、支持部１３１の先端側の端縁から支持部１３１の延設方向に対して略垂直の方向且つ治具本体１１と略平行な方向に延設されている。挿通部１３２は、吊り治具１が壁面部材２及び補強部材３を吊り上げる際に、壁面部材２のフランジ部２１２に形成される貫通孔２１３及び補強部材３の連結部３１に形成される貫通孔３３にそれぞれ挿通される。 The hook portion 13 extends from the edge of the tip portion 12b of the fixed portion 12. As shown in FIG. The hook portion 13 is formed in a substantially L shape and has a support portion 131 and an insertion portion 132 . The support portion 131 extends in a direction substantially perpendicular to the extending direction of the jig body 11 . The support portion 131 supports the wall member 2 in a fixed posture with the flange portion 212 of the wall member 2 placed thereon when the hanging jig 1 lifts the wall member 2 described later. The insertion portion 132 extends from the end edge of the support portion 131 on the distal end side in a direction substantially perpendicular to the extending direction of the support portion 131 and in a direction substantially parallel to the jig body 11 . The insertion part 132 is a through hole 213 formed in the flange part 212 of the wall surface member 2 and a through hole formed in the connecting part 31 of the reinforcement member 3 when the hanging jig 1 lifts the wall surface member 2 and the reinforcing member 3. 33, respectively.

把持部１４は、例えば治具本体１１（若しくは固定部１２の基端部１２ａ）から支持部１３１が延設される方向とは反対側に向けて略直線状に延設されている。把持部１４は、吊り治具１が取り付けられた壁面部材２及び補強部材３を所望の位置に移動させたり或いは壁面部材２及び補強部材３を一定の姿勢に変更したりする場合に、作業者が吊り治具１を操作するために把持する部分である。なお、把持部１４は、上記態様に限られず、治具本体１１から支持部１３１が延設される方向以外の方向に延設されるものであればいかなる態様のものが適用されてもよい。
掛止部１５は、治具本体１１の他端側に設けられ、環形状を有する。掛止部１５は、ワイヤ等が掛け止めされるための孔１５１を有する。吊り治具１は、掛止部１４に掛け止めされるワイヤ等を介して吊り状態で保持される。なお掛止部１５は、ワイヤ等が掛け止めされる形状であればよく、環形状のものに限られず、矩形、曲形などあらゆる形状のものが適用されてもよい。 The grip portion 14 extends, for example, in a substantially straight line from the jig body 11 (or the base end portion 12a of the fixing portion 12) toward the side opposite to the direction in which the support portion 131 extends. The grasping part 14 is used by the operator when moving the wall surface member 2 and the reinforcing member 3 to which the hanging jig 1 is attached to a desired position or when changing the posture of the wall surface member 2 and the reinforcing member 3 to a certain posture. is a portion to be gripped in order to operate the hoisting jig 1 . Note that the gripping portion 14 is not limited to the above aspect, and any aspect may be applied as long as it extends in a direction other than the direction in which the support portion 131 extends from the jig body 11 .
The hooking portion 15 is provided on the other end side of the jig body 11 and has a ring shape. The hooking portion 15 has a hole 151 for hooking a wire or the like. The hanging jig 1 is held in a suspended state via a wire or the like that is hooked to the hook portion 14 . The hooking portion 15 may have any shape as long as the wire or the like can be hooked thereon, and the hooking portion 15 is not limited to a ring shape, and may be of any shape such as a rectangle or a curved shape.

＜壁面部材及び補強部材の構成＞
図２～図４を用いて本実施の形態に係る吊り治具が適用される壁面部材及び補強部材の構成について説明する。 <Configuration of wall surface member and reinforcing member>
The configurations of the wall surface member and the reinforcing member to which the hanging jig according to the present embodiment is applied will be described with reference to FIGS. 2 to 4. FIG.

（壁面部材）
図２に示すように、壁面部材２としては、例えば、円弧状の波形鋼板２１が適用される。この波形鋼板２１は、壁面部２１１と、フランジ部２１２と、貫通孔２１３、２１４とを有する。
壁面部２１１は、波形鋼板２１の上下方向において曲面状の山部と谷部とを交互に繰り返しており、波形鋼板２１の長手方向に沿って延在している。なお波形鋼板２１は、円弧状のほか、直形やＬ字状等のものが適用されてもよい。
フランジ部２１２は、壁面部２１１の端縁を囲うように設けられている。フランジ部２１２の上下方向における両端側は円弧状に湾曲されて形成されており、フランジ部２１２の長手方向における両端側は矩形状に形成されている。後述するように、フランジ部２１２は、吊り治具１を構成するフック部１３の支持部１３１上に載置される（図４参照）。
貫通孔２１３は、波形鋼板２１の長手方向に沿ったフランジ部２１２において、フランジ部２１２を上下方向に貫通して形成された例えば円形状の孔であり、長手方向に沿って一定間隔をあけて複数形成されている。図４に示すように、波形鋼板２１と他の波形鋼板２２とを上下に配置した状態で両部材を連結するための連結具４（例えばボルト４１）が挿通される。また、後述するように、貫通孔２１３には、吊り治具１を構成するフック部１３の挿通部１３２が挿通される（図４参照）。一方、左右方向（長手方向）に貫通する貫通孔２１４は、波形鋼板２１の上下方向に沿ったフランジ部２１２において、フランジ部２１２を左右方向に貫通して形成された円形状の孔であり、上下方向に沿って一定間隔をあけて複数形成されている。この貫通孔２１４には、波形鋼板２１と他の波形鋼板（図示しない）とを左右方向に配置した状態で両部材を連結するための連結具（図示しない）が挿通される。なお、貫通孔２１３に挿通される連結具４はボルト４１に限定されず種々の連結具が適用されてもよい。 (Wall material)
As shown in FIG. 2, for example, an arc-shaped corrugated steel plate 21 is applied as the wall surface member 2 . This corrugated steel plate 21 has a wall surface portion 211 , a flange portion 212 , and through holes 213 and 214 .
The wall surface portion 211 alternately repeats curved peaks and valleys in the vertical direction of the corrugated steel plate 21 and extends along the longitudinal direction of the corrugated steel plate 21 . The corrugated steel plate 21 may have a straight shape, an L shape, or the like, in addition to the arc shape.
The flange portion 212 is provided so as to surround the edge of the wall surface portion 211 . Both ends of the flange portion 212 in the vertical direction are curved in an arc shape, and both ends of the flange portion 212 in the longitudinal direction are formed in a rectangular shape. As will be described later, the flange portion 212 is placed on the support portion 131 of the hook portion 13 constituting the hanging jig 1 (see FIG. 4).
The through-holes 213 are, for example, circular holes formed vertically through the flange portion 212 along the longitudinal direction of the corrugated steel plate 21, and are spaced apart at regular intervals along the longitudinal direction. Multiple are formed. As shown in FIG. 4, a corrugated steel plate 21 and another corrugated steel plate 22 are arranged vertically, and a connector 4 (for example, a bolt 41) is inserted to connect the two members. As will be described later, the insertion portion 132 of the hook portion 13 constituting the hanging jig 1 is inserted through the through hole 213 (see FIG. 4). On the other hand, the through hole 214 penetrating in the left-right direction (longitudinal direction) is a circular hole formed in the flange portion 212 along the vertical direction of the corrugated steel plate 21 and penetrating the flange portion 212 in the left-right direction. A plurality of them are formed at regular intervals along the vertical direction. A connector (not shown) for connecting the corrugated steel plate 21 and another corrugated steel plate (not shown) arranged in the left-right direction is inserted into the through hole 214 . Note that the connector 4 inserted through the through hole 213 is not limited to the bolt 41, and various connectors may be applied.

（補強部材）
図３に示すように、補強部材３は、断面Ｈ形状の鋼材（Ｈ形鋼）からなり長手方向に沿って円弧状に湾曲して形成されている。補強部材３は、上下方向に配置される２つの波形鋼板２１、２２間に設置される（図４参照）。２つの波形鋼板２１、２２が補強部材３を介して連結されることにより、波形鋼板２１、２２間の波形鋼板の強度が補強される。なお補強部材３は、円弧状のほか、直形やＬ字状等のものが適用されてもよい。
補強部材３は、一対の立設部３１と、連結部３２と、貫通孔３３、３４とを有する。
一対の立設部３１は、互いに略平行に配置され、長手方向に沿って湾曲して形成されている。後述するように、立設部３１はその一部が吊り治具１を構成する固定部１２の収容部に収容される（図４参照）。
連結部３２は、一対の立設部３１の上下方向のそれぞれの中間位置において、立設部３１と略垂直な方向に延設されている。後述するように、連結部３２は、吊り治具１を構成するフック部１３の支持部１３１上に載置される（図４参照）。
貫通孔３３は、連結部３２において、連結部３２の長手方向に沿って一定間隔をあけて複数形成されている。後述するように、貫通孔３３には、吊り治具１を構成するフック部１３の挿通部１３２が挿通される（図４参照）。
貫通孔３４は、立設部３１の長手方向の両端部に複数形成されている。貫通孔３４は、補強部材同士の接合時に介在させる添接板（図示しない）を補強部材３の端部に取り付ける際に、添接板と補強部材との連結に使用される連結具（図示しない）が挿通される。 (reinforcing member)
As shown in FIG. 3, the reinforcing member 3 is made of a steel material (H-shaped steel) having an H-shaped cross section and is curved in an arc shape along the longitudinal direction. The reinforcing member 3 is installed between two corrugated steel plates 21 and 22 arranged vertically (see FIG. 4). By connecting the two corrugated steel plates 21 and 22 via the reinforcing member 3, the strength of the corrugated steel plates between the corrugated steel plates 21 and 22 is reinforced. The reinforcing member 3 may have a straight shape, an L shape, or the like, in addition to the arc shape.
The reinforcing member 3 has a pair of standing portions 31 , a connecting portion 32 , and through holes 33 and 34 .
The pair of standing portions 31 are arranged substantially parallel to each other and curved along the longitudinal direction. As will be described later, part of the standing portion 31 is housed in a housing portion of the fixing portion 12 constituting the hanging jig 1 (see FIG. 4).
The connecting portion 32 extends in a direction substantially perpendicular to the standing portions 31 at intermediate positions between the pair of standing portions 31 in the vertical direction. As will be described later, the connecting portion 32 is placed on the supporting portion 131 of the hook portion 13 constituting the hanging jig 1 (see FIG. 4).
A plurality of through holes 33 are formed in the connecting portion 32 at regular intervals along the longitudinal direction of the connecting portion 32 . As will be described later, the insertion portion 132 of the hook portion 13 constituting the hanging jig 1 is inserted through the through hole 33 (see FIG. 4).
A plurality of through holes 34 are formed at both longitudinal end portions of the standing portion 31 . The through hole 34 is a connector (not shown) used for connecting the splicing plate (not shown) interposed when the reinforcing members are joined to the end portion of the reinforcing member 3 when attaching the splicing plate (not shown) to the reinforcing member. ) is inserted.

（補強部材を介した壁面部材の連結構造）
上記波形鋼板２１及び補強部材３に吊り治具１を適用する場合には、波形鋼板２１と補強部材３とが上下方向に配置された状態において、波形鋼板２１の上端側のフランジ部２１２に形成され貫通孔２１３及び補強部材３の連結部３２に形成される貫通孔３３に吊り治具１の挿通部１３２が挿通される。波形鋼板２１を吊り治具１によって吊り上げる作業においては、図２に示すように、２箇所の貫通孔２１３にそれぞれ挿通部１３２が挿通され、波形鋼板２１が２点支持により吊り治具１に吊り上げられる。なお、補強部材３が波形鋼板２１とともに吊り治具１によって吊り上げられる作業においてもこれと同様に、波形鋼板２１及び補強部材３が２点支持により吊り治具１に吊り上げられる。 (Connecting structure of wall surface member via reinforcing member)
When the hanging jig 1 is applied to the corrugated steel plate 21 and the reinforcing member 3, in a state in which the corrugated steel plate 21 and the reinforcing member 3 are arranged in the vertical direction, the flange portion 212 is formed on the upper end side of the corrugated steel plate 21. The insertion portion 132 of the hanging jig 1 is inserted through the through hole 213 and the through hole 33 formed in the connecting portion 32 of the reinforcing member 3 . In the operation of lifting the corrugated steel plate 21 by the lifting jig 1, as shown in FIG. be done. Similarly, in the operation of lifting the reinforcing member 3 together with the corrugated steel plate 21 by the lifting jig 1, the corrugated steel plate 21 and the reinforcing member 3 are lifted by the lifting jig 1 by two-point support.

＜吊り治具を用いた壁面部材の施工方法＞
図５－１及び図５－２を用いて、本実施の形態に係る吊り治具１を用いた壁面部材の施工方法について説明する。以下では、壁面部材２である波形鋼板２１（第１の壁面部材）と立坑内に設置されている他の波形鋼板２２（第２の壁面部材）とを補強部材３を介して連結する例について説明する。以下では、２つの波形鋼板を区別するために、他の波形鋼板２２の構成を、壁面部２２１、フランジ部２２２及び貫通孔２２３と称する。 <Installation method of wall surface member using hanging jig>
A method of constructing a wall surface member using the hanging jig 1 according to the present embodiment will be described with reference to FIGS. 5-1 and 5-2. An example in which the corrugated steel plate 21 (first wall member) that is the wall member 2 and another corrugated steel plate 22 (second wall member) installed in the vertical shaft are connected via the reinforcing member 3 will be described below. explain. Hereinafter, in order to distinguish between the two corrugated steel plates, the configuration of the other corrugated steel plate 22 will be referred to as the wall surface portion 221, the flange portion 222 and the through hole 223.

図５－１（ａ）に示すように、まず、横向きの姿勢で置かれた波形鋼板２１の長手方向に沿った上側のフランジ部２１２に形成される貫通孔２１３に対して吊り治具１の挿通部１３２が挿通される。 As shown in FIG. 5-1(a), first, the hoisting jig 1 is attached to the through hole 213 formed in the upper flange portion 212 along the longitudinal direction of the corrugated steel plate 21 placed horizontally. The insertion portion 132 is inserted.

次に、図５－１（ｂ）に示すように、上記状態にある波形鋼板２１及び吊り治具１を横向きの姿勢で置かれた補強部材３へと移動させて、補強部材３の連結部３２に形成される貫通孔３３に対して、吊り治具１の挿通部１３２が挿通される。このとき、補強部材３の立設部３１の一部が吊り治具１の収容部１２１に収容される。 Next, as shown in FIG. 5-1(b), the corrugated steel plate 21 and the hoisting jig 1 in the above state are moved to the reinforcing member 3 placed in a lateral posture, and the connecting portion of the reinforcing member 3 is moved. The insertion portion 132 of the hanging jig 1 is inserted through the through hole 33 formed in the portion 32 . At this time, part of the standing portion 31 of the reinforcing member 3 is accommodated in the accommodating portion 121 of the hanging jig 1 .

次に、図５－１（ｃ）に示すように、上記状態において、掛止部１５に取り付けられたワイヤを介して吊り治具１を上方へと移動させることによって、波形鋼板２１及び補強部材３が吊り治具１によって縦向きの姿勢に吊り上げられる。このとき、波形鋼板２１のフランジ部２１２の先端側が吊り治具１の支持部１３１上に載置される。これにより、フランジ部２１２が安定した姿勢で支持部１３１によって支持される。また、補強部材３の連結部３２が波形鋼板２１のフランジ部２１２を挟んだ状態で支持部１３１上に載置される。さらに、補強部材３の立設部３１の一部が吊り治具１の収容部１２１に収容された状態で固定される。これにより、補強部材３が安定した姿勢で固定部１２及び支持部１３１によって支持される。 Next, as shown in FIG. 5-1(c), in the above state, the lifting jig 1 is moved upward via the wire attached to the hooking portion 15, thereby lifting the corrugated steel plate 21 and the reinforcing member. 3 is lifted vertically by the lifting jig 1 . At this time, the tip side of the flange portion 212 of the corrugated steel plate 21 is placed on the support portion 131 of the hanging jig 1 . As a result, the flange portion 212 is supported by the support portion 131 in a stable posture. Further, the connection portion 32 of the reinforcing member 3 is placed on the support portion 131 while sandwiching the flange portion 212 of the corrugated steel plate 21 . Furthermore, a part of the erected portion 31 of the reinforcing member 3 is fixed while being accommodated in the accommodating portion 121 of the hanging jig 1 . As a result, the reinforcing member 3 is supported by the fixing portion 12 and the supporting portion 131 in a stable posture.

次に、図５－２（ｄ）に示すように、吊り治具１によって吊り上げられた波形鋼板２１及び補強部材３が立坑内に設置されている他の波形鋼板２２の下方へと移送される。波形鋼板２１及び補強部材３の移送に際して、作業者は、吊り治具１に設けられる把持部１４を把持しながら波形鋼板２１及び補強部材３の吊り姿勢を調整する。波形鋼板２１及び補強部材３が他の波形鋼板２２の下方に移送された状態において、波形鋼板２１の貫通孔２１３及び補強部材３の貫通孔３３と他の波形鋼板２２の貫通孔２２３とが上下方向において連通した状態となるように、波形鋼板２１及び補強部材３の位置が調整される。 Next, as shown in FIG. 5-2(d), the corrugated steel plate 21 and the reinforcing member 3 lifted by the lifting jig 1 are transferred below the other corrugated steel plate 22 installed in the shaft. . When transferring the corrugated steel plate 21 and the reinforcing member 3 , the worker adjusts the suspension posture of the corrugated steel plate 21 and the reinforcing member 3 while gripping the grip portion 14 provided on the lifting jig 1 . In a state in which the corrugated steel plate 21 and the reinforcing member 3 are transferred below the other corrugated steel plate 22, the through hole 213 of the corrugated steel plate 21, the through hole 33 of the reinforcing member 3, and the through hole 223 of the other corrugated steel plate 22 are aligned vertically. The positions of the corrugated steel plate 21 and the reinforcing member 3 are adjusted so that they communicate in the direction.

次に、図５－２（ｅ）に示すように、吊り治具１を上方（波形鋼板２１の上端縁及び補強部材３が他の波形鋼板２２の下端縁へ近づく方向）へ移動させることにより、吊り治具１の挿通部１３２が他の波形鋼板２２の下側のフランジ部２２２に形成される貫通孔２２３に挿通される。この状態において、波形鋼板２１の貫通孔２１３と補強部材３の貫通孔３３と他の波形鋼板２２の貫通孔２２３とがすべて上下方向において連通している。 Next, as shown in FIG. 5-2(e), by moving the lifting jig 1 upward (in the direction in which the upper edge of the corrugated steel plate 21 and the reinforcing member 3 approaches the lower edge of the other corrugated steel plate 22), , the insertion portion 132 of the hanging jig 1 is inserted into the through hole 223 formed in the lower flange portion 222 of the other corrugated steel plate 22 . In this state, the through-holes 213 of the corrugated steel plate 21, the through-holes 33 of the reinforcing member 3, and the through-holes 223 of the other corrugated steel plates 22 all communicate in the vertical direction.

次に、図５―２（ｆ）に示すように、互いに連通する波形鋼板２１の貫通孔２１３、補強部材３の貫通孔３３及び他の波形鋼板２２の貫通孔２２３に対して、例えば連結具４であるボルト４１が挿通されるとともに、挿通されたボルト４１の先端がナット４２によって締結される。なお、この締結作業は、まず、吊り治具１の挿通部１３２が挿通されていない貫通孔２１３、３３、２２３に対して行われる。これら貫通孔２１３、３３、２２３に対する締結作業の後、貫通孔２１３、３３、２２３に挿通された吊り治具１の挿通部１３２が抜き取られ、残りの貫通孔２１３、３３、２２３に対して上記締結作業が行われる。これによって、上下方向に配置された２つの波形鋼板２１、２２が補強部材３を介して連結される。 Next, as shown in FIG. 5-2(f), the through hole 213 of the corrugated steel plate 21, the through hole 33 of the reinforcing member 3, and the through hole 223 of the other corrugated steel plate 22, which communicate with each other, are connected with, for example, a connecting tool. 4 is inserted, and the tip of the inserted bolt 41 is fastened by a nut 42 . This fastening work is first performed on the through holes 213, 33, and 223 through which the insertion portion 132 of the hanging jig 1 is not inserted. After fastening the through holes 213 , 33 , 223 , the insertion portion 132 of the hanging jig 1 inserted through the through holes 213 , 33 , 223 is removed, and the remaining through holes 213 , 33 , 223 are tightened as described above. Fastening work is done. As a result, the two vertically arranged corrugated steel plates 21 and 22 are connected via the reinforcing member 3 .

上記実施の形態に係る吊り治具１によれば、２つの波形鋼板２１、２２同士を上下方向において補強部材３を介して連結させる際に、吊り治具１の挿通部１３２を波形鋼板２１のフランジ部２１２に形成される貫通孔２１３及び補強部材３の連結部３２に形成される貫通孔３３に挿通させ、波形鋼板２１のフランジ部２１２及び補強部材３の連結部３２を吊り治具１の支持部１３１によって支持した状態で波形鋼板２１を吊り上げて移送させる。さらに、補強部材３の立設部３１の一部が固定部１２の収容部１２１に収容された状態で固定される。このような構成とすることにより、波形鋼板２１及び補強部材３が安定した姿勢で吊り治具１によって支持及び固定されるので、波形鋼板２１の落とし込み作業やその他移送作業を確実に行うことができる。すなわち、従来は波形鋼板や補強部材の落とし込み作業において、一旦部材を降ろした後に補強部材や波形鋼板を仮固定する作業を行っており現場作業に手間がかかっていたのに対して、上記実施の形態に係る吊り治具１を用いることにより、立抗内の狭い作業空間での波形鋼板及び補強部材の搬入から仮固定までを一連の作業として行うことができる。
また、上記実施の形態に係る吊り治具１によれば、吊り治具１によって吊り上げられた波形鋼板２１及び補強部材３が他の波形鋼板２２の下方に移送され、２つの波形鋼板２１、２２のフランジ部２１２、２２２に形成される貫通孔２１３、２２３及び補強部材３の連結部３２に形成される貫通孔３３が上下方向において互いに連通した状態で吊り治具１の挿通部１３２が貫通孔２１３、３３、２２３に挿通される。このような構成とすることにより、上下方向に配置した波形鋼板２１、２２及び補強部材３の貫通孔２１３、３３、２２３同士の芯合わせ（位置合わせ）が容易に行えるので、補強部材３を介した波形鋼板２１、２２同士の連結作業を円滑且つ確実に行うことができる。
また、上記実施の形態に係る吊り治具１によれば、治具本体１１（若しくは固定部１２）から、支持部１３１が延設される方向とは反対側に向けて延設される把持部１４が設けられている。このような構成を有することにより、吊り治具１によって吊り上げられた波形鋼板２１及び補強部材３を移送する際に、作業者は把持部１４を把持しながら波形鋼板２１及び補強部材３を動かすことができるので、波形鋼板２１や補強部材３に直接触れることなく各種作業を行うことができる。その結果、波形鋼板２１、２２及び補強部材３の貫通孔２１３、３３、２２３同士の位置合わせにおいて微調整が必要な場合であっても、作業者は把持部１４を把持しながら作業が行えるので円滑且つ高い精度での位置合わせ作業を行うことができる。また、特に断面Ｈ形状の補強部材３は、吊り治具１によって吊り上げられた状態において、一定姿勢（特に、立設部３１が上下方向に向く姿勢）に保持することが難しいが、作業者は把持部１４を把持しながら作業が行えるので、容易に一定の姿勢に保持することができる。また、作業者が把持部１４を介した作業を行うことにより、作業者が作業中に部材間に指を挟むなどの事故を防止することができ、作業の安全性を向上させることができる。
また、上記実施の形態に係る吊り治具１によれば、挿通部１３２が支持部１３１の延設方向に対して略垂直の方向に設けられているので、挿通部１３２が波形鋼板２１の貫通孔２１３及び補強部材３の貫通孔３３に挿通され且つ波形鋼板２１のフランジ部２１２及び補強部材３の連結部３２が支持部１３１に支持された状態において、挿通部１３２を他の波形鋼板２２の貫通孔２２３に対して円滑に挿通させることができる。
また、上記実施の形態に係る吊り治具１によれば、補強部材３が一対の立設部３１と一対の立設部３１間をつなぐ連結部３２とを有する断面Ｈ形の部材からなる場合において、固定部１２が補強部材３の一対の立設部３１の少なくとも一方を収容する構成としているので、補強部材３をより安定的に固定することができる。さらに、固定部１２が治具本体１１と同軸上に設けられる基端部１２ａと基端部１２ａと略平行に設けられる先端部１２ｂと基端部１２ａと先端部１２ｂとをつなぐ屈曲部１２ｃとを有する略Ｕ字状の部材からなるとともに、基端部１２ａと先端部１２ｂと屈曲部１２ｃの内周面によって形成される収容部１２１を有する構成とすることにより、補強部材３をさらに安定的に固定することができる。
また、上記実施の形態に係る吊り治具１によれば、支持部１３１が連結部３２を支持する構成としているので、補強部材３を安定した姿勢で吊り治具１に保持することができる。
また、上記実施の形態に係る吊り治具１によれば、第１の壁面部材２１と第２の壁面部材２２とが貫通孔２１３、２２３が形成されたフランジ部２１２、２２２を有し、支持部１３１は、第１の壁面部材２１のフランジ部２１２と補強部材３の連結部３２とを支持し、挿通部１２２は、第１の壁面部材２１のフランジ部２１２と補強部材３の連結部３２と第２の壁面部材２２のフランジ部２２２とが重なった状態で、これら部材の貫通孔２１３、２２３に挿通される構成としているので、壁面部材２１、２２への吊り治具１の挿通を容易に行うことができ、施工作業を円滑に進めることができる。
また、上記実施の形態に係る吊り治具１は、壁面部材２が波形鋼板２１である場合に好適に使用することができる。 According to the suspension jig 1 according to the above embodiment, when the two corrugated steel plates 21 and 22 are connected to each other in the vertical direction via the reinforcing member 3, the insertion portion 132 of the suspension jig 1 is inserted into the corrugated steel plate 21. The flange portion 212 of the corrugated steel plate 21 and the connecting portion 32 of the reinforcing member 3 are inserted into the through hole 213 formed in the flange portion 212 and the through hole 33 formed in the connecting portion 32 of the reinforcing member 3 . The corrugated steel plate 21 is lifted and transferred while being supported by the support portion 131 . Further, a portion of the standing portion 31 of the reinforcing member 3 is fixed while being accommodated in the accommodation portion 121 of the fixing portion 12 . With such a configuration, the corrugated steel plate 21 and the reinforcing member 3 are supported and fixed by the hanging jig 1 in a stable posture, so that the corrugated steel plate 21 can be reliably dropped and transferred. . That is, conventionally, in the dropping work of the corrugated steel plate and the reinforcing member, the work of temporarily fixing the reinforcing member and the corrugated steel plate is performed after the member is once lowered, and the on-site work takes time and effort. By using the hoisting jig 1 according to the embodiment, it is possible to carry in the corrugated steel plate and the reinforcing member in a narrow work space in the vertical shaft and temporarily fix them as a series of operations.
Further, according to the lifting jig 1 according to the above-described embodiment, the corrugated steel plate 21 and the reinforcing member 3 lifted by the lifting jig 1 are transferred below the other corrugated steel plate 22, and the two corrugated steel plates 21, 22 The through holes 213 and 223 formed in the flange portions 212 and 222 of the reinforcing member 3 and the through hole 33 formed in the connecting portion 32 of the reinforcing member 3 communicate with each other in the vertical direction. 213, 33, 223 are inserted. With such a configuration, the corrugated steel plates 21 and 22 arranged in the vertical direction and the through holes 213, 33, and 223 of the reinforcing member 3 can be easily aligned (positioned). The corrugated steel plates 21 and 22 can be connected smoothly and reliably.
Further, according to the hoisting jig 1 according to the above embodiment, the grip portion extending from the jig main body 11 (or the fixing portion 12) toward the opposite side to the direction in which the support portion 131 extends 14 are provided. With such a configuration, when transferring the corrugated steel plate 21 and the reinforcing member 3 lifted by the lifting jig 1, the operator can move the corrugated steel plate 21 and the reinforcing member 3 while gripping the grip portion 14. Therefore, various operations can be performed without directly touching the corrugated steel plate 21 and the reinforcing member 3 . As a result, even if fine adjustment is required in alignment between the corrugated steel plates 21 and 22 and the through holes 213, 33, and 223 of the reinforcing member 3, the operator can work while holding the grip portion 14. Alignment work can be performed smoothly and with high accuracy. In particular, it is difficult for the reinforcing member 3 having the H-shaped cross section to be held in a fixed posture (in particular, a posture in which the erected portion 31 faces the vertical direction) while being lifted by the lifting jig 1. Since work can be performed while gripping the grip portion 14, it is possible to easily maintain a fixed posture. In addition, since the operator performs the work using the grip portion 14, it is possible to prevent an accident such as a finger being pinched between members during work, thereby improving the safety of the work.
Further, according to the hoisting jig 1 according to the above-described embodiment, since the insertion portion 132 is provided in a direction substantially perpendicular to the extending direction of the support portion 131, the insertion portion 132 passes through the corrugated steel plate 21. In a state in which the corrugated steel plate 21 is inserted through the hole 213 and the through hole 33 of the reinforcing member 3 and the flange portion 212 of the corrugated steel plate 21 and the connecting portion 32 of the reinforcing member 3 are supported by the support portion 131 , the insertion portion 132 is inserted into the other corrugated steel plate 22 . It can be smoothly inserted into the through hole 223 .
Further, according to the hoisting jig 1 according to the above-described embodiment, when the reinforcing member 3 is made of a member having an H-shaped cross section and having a pair of standing portions 31 and a connecting portion 32 connecting the pair of standing portions 31, Since the fixing portion 12 accommodates at least one of the pair of standing portions 31 of the reinforcing member 3, the reinforcing member 3 can be fixed more stably. Further, the fixed portion 12 has a base end portion 12a provided coaxially with the jig main body 11, a distal end portion 12b provided substantially parallel to the base end portion 12a, and a bent portion 12c connecting the base end portion 12a and the distal end portion 12b. and a housing portion 121 formed by the inner peripheral surfaces of the proximal end portion 12a, the distal end portion 12b, and the bent portion 12c. can be fixed to
Further, according to the suspension jig 1 according to the above-described embodiment, since the supporting portion 131 supports the connecting portion 32, the reinforcing member 3 can be held in the suspension jig 1 in a stable posture.
Further, according to the hanging jig 1 according to the above-described embodiment, the first wall member 21 and the second wall member 22 have the flange portions 212 and 222 in which the through holes 213 and 223 are formed, and support The portion 131 supports the flange portion 212 of the first wall surface member 21 and the connecting portion 32 of the reinforcing member 3, and the insertion portion 122 supports the flange portion 212 of the first wall surface member 21 and the connecting portion 32 of the reinforcing member 3. and the flange portion 222 of the second wall surface member 22 are overlapped with each other, and are inserted through the through holes 213 and 223 of these members. It is possible to carry out the construction work smoothly.
Moreover, the hanging jig 1 according to the above embodiment can be suitably used when the wall surface member 2 is a corrugated steel plate 21 .

本発明は、上記実施の形態に係る構成に限定されるものではない。上記実施の形態においては、壁面部材として波形鋼板２１を例に挙げて説明したがこれに限られず、施工現場において使用される各種部材が適用されてもよい。
また、上記実施の形態において、フック部１３として、支持部１３１と挿通部１３２が互いに略垂直に延設されてなる略Ｌ字状のものを例に挙げて説明したがこれに限られない。例えば、支持部１３１の延設方向の途中位置において、支持部１３１から略垂直に延設される略Ｔ字状の構成など、挿通部１３２が壁面部材２の貫通孔２１３及び補強部材３の貫通孔３３に挿通された状態で壁面部材２及び補強部材３を支持できる構成であればあらゆる形状のものが適用されてもよい。
また、上記実施の形態において、把持部１４が治具本体１１（若しくは固定部１２）から略直線状に円背得延びる形態のものを例示したがこれに限られない。作業者が吊り治具１を把持しやすいように種々の形状のものが適用されてもよい。また、把持部１４は治具本体１１若しくは固定部１２から延設されるものに限られず、フック部１３から延設される構成が適用されてもよい。
また、上記実施の形態において、吊り治具１が断面円形状の鋼材（丸鋼）からなるものを例に挙げて説明したがこれに限られず、断面矩形状（角鋼）、断面平板状（平鋼）など各種形状のものが適用されてもよい。
また、上記実施の形態において、貫通孔２１３、２２３が円形状であるものを例に挙げて説明したがこれに限られず、楕円形状、長孔形状、矩形状な種々の形状をものが適用されてもよい。
また、上記実施の形態において示した吊り治具１は、補強部材３を使用しない壁面部材同士の連結において適用されてもよい。 The present invention is not limited to the configurations according to the above embodiments. In the above-described embodiment, the corrugated steel plate 21 is described as an example of the wall member, but the present invention is not limited to this, and various members used at construction sites may be applied.
Further, in the above-described embodiment, the hook portion 13 is described as having a substantially L shape in which the support portion 131 and the insertion portion 132 extend substantially perpendicularly to each other, but the hook portion 13 is not limited to this. For example, the insertion portion 132 may be configured to have a substantially T shape extending substantially vertically from the support portion 131 at an intermediate position in the extension direction of the support portion 131 . Any shape may be applied as long as it is configured to support the wall surface member 2 and the reinforcing member 3 while being inserted through the hole 33 .
Further, in the above-described embodiment, the grasping portion 14 extends substantially linearly from the jig main body 11 (or the fixing portion 12), but the present invention is not limited to this. Various shapes may be applied so that the operator can easily grip the hoisting jig 1 . Further, the grip portion 14 is not limited to extending from the jig body 11 or the fixing portion 12, and may be configured to extend from the hook portion 13. FIG.
In the above-described embodiment, the suspension jig 1 is made of a steel material (round steel) having a circular cross section. Steel) and various other shapes may be applied.
Further, in the above-described embodiment, the through holes 213 and 223 are circular in shape, but they are not limited to this. may
Moreover, the hanging jig 1 shown in the above embodiment may be applied to the connection of wall surface members without using the reinforcing member 3 .

１吊り治具
１１治具本体
１２固定部
１２ａ基端部
１２ｂ先端部
１２ｃ屈曲部
１２１収容部
１３フック部
１３１支持部
１３２挿通部
１４把持部
１５掛止部
２壁面部材
２１波形鋼板（第１の壁面部材）
２１１壁面部
２１２フランジ部
２１３貫通孔
２１４貫通孔
２２他の波形鋼板（第２の壁面部材）
２２１壁面部
２２２フランジ部
２２３貫通孔
３補強部材
３１立設部
３２連結部
３３貫通孔
３４貫通孔
４連結具
４１ボルト
４２ナット 1 hanging jig 11 jig main body 12 fixing portion 12a base end portion 12b tip portion 12c bending portion 121 accommodation portion 13 hook portion 131 support portion 132 insertion portion 14 grip portion 15 hook portion 2 wall surface member 21 corrugated steel plate (first wall material)
211 wall surface portion 212 flange portion 213 through hole 214 through hole 22 other corrugated steel plate (second wall surface member)
221 wall surface portion 222 flange portion 223 through hole 3 reinforcing member 31 standing portion 32 connecting portion 33 through hole 34 through hole 4 connecting tool 41 bolt 42 nut

Claims

In order to connect the first wall surface member and the second wall surface member via the reinforcing member, the first wall surface member and the reinforcing member are supported in a fixed posture, and the first wall surface member and the reinforcing member are connected to each other. The first wall member and the second wall member are inserted into through-holes formed in the reinforcing member and the second wall member, respectively, and vertically penetrating the respective members. In the hanging jig that adjusts the connection position with the reinforcing member,
a jig body;
a fixing portion provided on one end side of the jig body for fixing the reinforcing member;
a hook portion extending from the jig body or the fixing portion,
The fixing part has an accommodation part, and a part of the reinforcing member is accommodated and fixed in the accommodation part,
The hook portion
a support portion extending from the jig body or the fixing portion and supporting the first wall surface member and the reinforcing member;
an insertion portion extending from the support portion and inserted through the through-holes of the first wall surface member, the second wall surface member, and the reinforcing member in a state in which the through-holes are in communication with each other in the vertical direction; A hanging jig characterized by having

2. The hanging jig according to claim 1, further comprising a gripping portion extending from the jig main body in a direction other than the direction in which the support portion extends.

The hanging jig according to claim 1 or 2, wherein the insertion portion is provided in a direction substantially perpendicular to the extending direction of the support portion.

The reinforcing member comprises a member having an H-shaped cross section and having a pair of standing portions and a connecting portion connecting the pair of standing portions,
4. The fixing part fixes the reinforcing member by accommodating at least one of a pair of erected parts of the reinforcing member in the accommodating part. hanging jig.

The fixed portion has a base end provided coaxially with the jig body, a tip provided substantially parallel to the base end, and a bent portion connecting the base end and the tip. 5. The hanging jig according to claim 4, wherein the accommodating portion is formed of a substantially U-shaped member and is formed by inner peripheral surfaces of the base end portion, the tip end portion, and the bent portion. .

6. The hanging jig according to claim 4, wherein the supporting portion supports the connecting portion.

The first wall member and the second wall member each have a flange portion in which the through hole is formed,
The support portion supports the flange portion of the first wall surface member and the connection portion of the reinforcing member,
The insertion portion is inserted through the through holes of the first wall member, the connecting portion of the reinforcing member, and the flange of the second wall member in a state in which these members overlap. The hanging jig according to any one of claims 4 to 6.

The hanging jig according to any one of claims 1 to 7, wherein the first wall member and the second wall member are corrugated steel plates.

In the construction method of a wall surface member using the hanging jig according to any one of claims 1 to 8,
a step of supporting the first wall surface member with the support portion in a state in which the insertion portion is inserted through the through hole of the first wall surface member;
A part of the reinforcing member is accommodated in the accommodation portion of the fixing portion in a state in which the insertion portion is inserted into the through hole of the reinforcing member and the reinforcing member is placed on the first wall surface member. thus fixing and supporting by the support;
disposing the first wall member and the reinforcing member under the second wall member;
adjusting the connection position of the first wall surface member, the reinforcing member, and the second wall surface member in a state where the insertion portion is inserted through the through hole of the second wall surface member;
and connecting the first wall member, the second wall member, and the reinforcing member.