JP2022057960A - Construction method of through hole in concrete placing, and cylindrical member usable in through hole formation - Google Patents

Construction method of through hole in concrete placing, and cylindrical member usable in through hole formation Download PDF

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JP2022057960A
JP2022057960A JP2020166487A JP2020166487A JP2022057960A JP 2022057960 A JP2022057960 A JP 2022057960A JP 2020166487 A JP2020166487 A JP 2020166487A JP 2020166487 A JP2020166487 A JP 2020166487A JP 2022057960 A JP2022057960 A JP 2022057960A
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formwork
temporary frame
rod
hole
tubular member
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JP7124253B2 (en
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陣市 新崎
Jinichi Nizaki
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KYODO VALVE SHOJI KK
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Abstract

To fix a mold frame for through hole formation to a temporary frame without fixed to reinforcement bars at the time of through hole formation in concrete placing.SOLUTION: Plugs 40 and 20 are installed in both ends 100T1 and 100T2 of a mold frame 100 that is a through frame material, an end 60T2 of a bolt 60 is engaged with the plug 20 and is inserted into the mold frame 100, and is protruded from the plug 40. A nut 66 is fastened to a first temporary frame F1 on the side of an end 60 T1 of the bolt 60, and the mold frame 100 is positioned and fixed to the first temporary frame F1. When a secondary temporary frame F2 is installed, the plug 20 is screwed and connected from the surface side of the secondary temporary frame F2. After concrete placing, the first and second temporary frames F1 and F2 are removed while the plugs 40 and 20 are mounted.SELECTED DRAWING: Figure 5

Description

本発明は、コンクリート打設を行う建築工事などにおいて、コンクリート壁材、梁、スラブなどに配管設置や配線をするための貫通孔を形成する施工に関し、特に、スリーブなどの型枠や配管などの貫通枠材の設置に関する。 The present invention relates to the construction of forming through holes for pipe installation and wiring in concrete wall materials, beams, slabs, etc. in construction work for placing concrete, and particularly for formwork such as sleeves and pipes. Regarding the installation of through frame materials.

一般に、コンクリート建築構造物では、コンクリート中に排気、配水、換気用配管等を埋設する、あるいは配線用通路を形成するため、スリーブなどの型枠や配管など管状の貫通枠材が使用される。例えば、コンクリート打設前に板状の仮枠(型枠)を鉛直方向、あるいは水平方向に沿って設置し、配管等を仮枠の間に固定する。コンクリート打設後に仮枠を取り外し、コンクリート内部に設置された配管などを外部の配管と接続させる。 Generally, in a concrete building structure, a formwork such as a sleeve or a tubular through frame material such as a pipe is used in order to bury exhaust, water distribution, ventilation pipes or the like in concrete or to form a wiring passage. For example, before placing concrete, a plate-shaped temporary frame (form) is installed in the vertical direction or the horizontal direction, and pipes and the like are fixed between the temporary frames. After placing the concrete, remove the temporary frame and connect the pipes installed inside the concrete to the external pipes.

コンクリート打設時にスリーブなどが位置変動するのを抑えるため、スリーブを仮枠内の所定位置に位置決めする必要がある。例えば、断面C字状のスリーブホルダを仮枠内に配設された鉄筋に装着し、スリーブをホルダに取り付ける(特許文献1参照)。 It is necessary to position the sleeve at a predetermined position in the temporary frame in order to prevent the sleeve and the like from fluctuating when placing concrete. For example, a sleeve holder having a C-shaped cross section is attached to a reinforcing bar arranged in the temporary frame, and the sleeve is attached to the holder (see Patent Document 1).

また、互いに向かい合うように2つの仮枠を先に設置し、配管などを仮枠間で移動させながら固定する施工方法も知られている(特許文献2参照)。そこでは、配管両端にボルトとスプリングを内在させたプラグを設置し、配管を互いに向かい合う仮枠間で上下方向に移動させる。仮枠の固定位置に設けられた穴に到達すると、スプリングに付勢されるボルトの端部が仮枠の穴を通って突出し、これによって配管が位置決めされる。 Further, there is also known a construction method in which two temporary frames are installed first so as to face each other, and pipes and the like are fixed while being moved between the temporary frames (see Patent Document 2). There, plugs with bolts and springs inside are installed at both ends of the pipe, and the pipe is moved up and down between the temporary frames facing each other. When the hole provided at the fixed position of the temporary frame is reached, the end of the bolt urged by the spring protrudes through the hole of the temporary frame, whereby the pipe is positioned.

特開2010-248883号公報Japanese Unexamined Patent Publication No. 2010-248883 特許第3642525号公報Japanese Patent No. 3642525

鉄筋が配筋された箇所から離れた場所やスペースの狭い箇所にスリーブなどを設置する場合、スリーブホルダを利用した固定は作業に困難を伴う。特に、仮枠を設置する土台に近い箇所や作業者の足場から深い場所では、取付作業が難しい。また、鉄筋の複雑な配設状態によっては、スリーブなどの型枠や配管を仮枠間で移動させることができない。 When installing a sleeve or the like in a place away from the place where the reinforcing bar is arranged or in a place where the space is narrow, fixing using the sleeve holder is difficult. In particular, it is difficult to install the temporary frame in a place near the base where the temporary frame is installed or in a place deep from the scaffolding of the worker. Further, depending on the complicated arrangement state of the reinforcing bars, the formwork such as the sleeve and the piping cannot be moved between the temporary frames.

したがって、コンクリート打設における貫通孔形成のとき、貫通孔形成用の型枠などを、容易に仮枠へ固定できることが求められる。 Therefore, when forming a through hole in concrete casting, it is required that the formwork for forming the through hole can be easily fixed to the temporary frame.

本発明の一態様である貫通孔の施工方法は、第1の仮枠を設置する工程と、管状の型枠または配管の少なくとも第1の仮枠から離れた一方の端部に、棒状部材と係合可能であって、型枠または配管の端面および/または内面と接する筒状部材を、設置する工程と、棒状部材の一方の端部を、筒状部材と係合させ、型枠または配管内に通す工程とを含む。配管内へ棒状部材を通すのと、筒状部材へ係合させる順番はどちらを先にしてもよい。そして、筒状部材が型枠または配管に対し軸方向に沿った力を第1の仮枠に向けて作用させるように、棒状部材を第1の仮枠への固定する工程を含む。第1枠への固定は、棒状部材の他方の端部あるいは端部付近で行えばよい。また、型枠または配管が第1の仮枠、第2の仮枠両側から力を受けるように固定すればよく、あるいは、筒状部材が棒状部材に引っ張られるようにして型枠または配管を第1の仮枠側へ押しつけてもよい。 A method of constructing a through hole, which is one aspect of the present invention, includes a step of installing a first temporary frame and a rod-shaped member at at least one end of a tubular formwork or a pipe away from the first temporary frame. The process of installing a tubular member that is engageable and is in contact with the end and / or inner surfaces of the formwork or pipe, and one end of the rod-shaped member is engaged with the tubular member to engage the formwork or pipe. Including the process of passing through. Either the rod-shaped member may be passed through the pipe or the cylindrical member may be engaged with the rod-shaped member first. Then, the step of fixing the rod-shaped member to the first temporary frame is included so that the cylindrical member exerts a force along the axial direction on the formwork or the pipe toward the first temporary frame. Fixing to the first frame may be performed at or near the other end of the rod-shaped member. Further, the formwork or the pipe may be fixed so as to receive a force from both sides of the first temporary frame and the second temporary frame, or the formwork or the pipe may be pulled by the rod-shaped member. It may be pressed against the temporary frame side of 1.

さらに、本発明の貫通孔の施工方法は、第2の仮枠を、第1の仮枠に固定された型枠または配管の位置に合わせて設置する工程と、筒状部材を、第2の仮枠に連結させる工程と、コンクリート打設後、棒状部材の第1の仮枠への固定を解除する工程と、筒状部材を連結させた状態で、第2の仮枠を取り外す工程とを含む。筒状部材を第2の仮枠に連結させる工程は任意の連結方法が適用であり、第2の仮枠を取り外すときに筒状部材が一緒に取り外せる構成であればよい。 Further, in the method of constructing the through hole of the present invention, the step of installing the second temporary frame according to the position of the formwork or the pipe fixed to the first temporary frame, and the tubular member are provided in the second. The process of connecting to the temporary frame, the process of releasing the fixing of the rod-shaped member to the first temporary frame after placing the concrete, and the process of removing the second temporary frame with the tubular member connected. include. Any connecting method is applied to the step of connecting the tubular member to the second temporary frame, and any connection method may be used as long as the tubular member can be removed together when the second temporary frame is removed.

本発明の一態様である貫通孔の施工方法は、第1の仮枠を設置する工程と、型枠または配管の少なくとも第1の仮枠から離れた一方の端部に、型枠または配管の端面および/または内面と接することが可能な筒状部材を、設置する工程と、棒状部材の一方の端部を筒状部材と係合させ、型枠または配管内に通し、棒状部材を他方の端部において第1の仮枠に固定することによって、型枠または配管を第1の仮枠に対して固定する工程とを含む。 A method of constructing a through hole, which is one aspect of the present invention, is a step of installing a first temporary frame and a formwork or a pipe at at least one end of the formwork or a pipe away from the first temporary frame. In the process of installing a tubular member that can contact the end face and / or the inner surface, one end of the rod-shaped member is engaged with the tubular member and passed through the formwork or pipe, and the rod-shaped member is passed through the other. It includes a step of fixing the formwork or piping to the first temporary frame by fixing it to the first temporary frame at the end.

本発明の一態様である筒状部材は、管状の型枠または配管の一方の端部に設置されたとき、型枠または配管の端面および/または内面と接することが可能な筒状部材であって、
型枠または配管の一方の端部とは反対側に設置される棒状部材と中心軸に沿って係合可能であり、棒状部材の他方の端部側において第1の仮枠に固定されると、係合状態で前記型枠または配管に対し軸方向に沿った力を第1の仮枠に向けて作用させることができる。そして、前記第1の仮枠とは反対側の第2の仮枠と連結可能である。
The tubular member according to one aspect of the present invention is a tubular member capable of contacting the end surface and / or inner surface of the formwork or the pipe when installed at one end of the tubular formwork or the pipe. hand,
When it is engageable along the central axis with a rod-shaped member installed on the opposite side of one end of the formwork or pipe and is fixed to the first temporary frame on the other end side of the rod-shaped member. In the engaged state, a force along the axial direction can be applied to the formwork or the pipe toward the first temporary frame. Then, it can be connected to the second temporary frame on the opposite side of the first temporary frame.

本発明によれば、コンクリート打設における貫通孔形成のとき、貫通孔形成用の型枠などを、容易に仮枠へ固定できる。 According to the present invention, when forming a through hole in concrete casting, a formwork for forming the through hole can be easily fixed to the temporary frame.

第1の実施形態における、型枠および貫通孔形成に用いられる部材を示した断面図である。It is sectional drawing which showed the formwork and the member used for forming a through hole in 1st Embodiment. 貫通孔形成に用いられる筒状部材を示した平面図である。It is a top view which showed the cylindrical member used for forming a through hole. 貫通孔形成に用いられる筒状部材を示した平面図である。It is a top view which showed the cylindrical member used for forming a through hole. 貫通孔を形成する施工の工程の一部を示した図である。It is a figure which showed a part of the construction process which forms a through hole. 貫通孔を形成する施工の工程の一部を示した図である。It is a figure which showed a part of the construction process which forms a through hole. 貫通孔を形成する施工の工程の一部を示した図である。It is a figure which showed a part of the construction process which forms a through hole. 貫通孔を形成する施工の工程の一部を示した図である。It is a figure which showed a part of the construction process which forms a through hole. 貫通孔を形成する施工の工程の一部を示した図である。It is a figure which showed a part of the construction process which forms a through hole. 第2の実施形態におけるプラグの平面図である。It is a top view of the plug in 2nd Embodiment. 第2の実施形態におけるプラグの断面図である。It is sectional drawing of the plug in 2nd Embodiment. 第3の実施形態におけるプラグの平面図である。It is a top view of the plug in 3rd Embodiment. 第3の実施形態におけるプラグの断面図である。It is sectional drawing of the plug in 3rd Embodiment. 第4の実施形態における型枠および貫通孔形成に用いられる部材を示した断面図である。It is sectional drawing which showed the formwork and the member used for forming a through hole in 4th Embodiment. 第4の実施形態におけるプラグの平面図である。It is a top view of the plug in 4th Embodiment. 第5の実施形態におけるプラグの平面図である。It is a top view of the plug in 5th Embodiment. 第5の実施形態におけるプラグの断面図である。It is sectional drawing of the plug in 5th Embodiment. 第6の実施形態におけるプラグの断面図である。It is sectional drawing of the plug in 6th Embodiment. 第7の実施形態におけるプラグの断面図である。It is sectional drawing of the plug in 7th Embodiment.

以下では、図面を参照して本発明の実施形態である貫通孔形成の施工方法などについて説明する。 Hereinafter, a method of forming a through hole, which is an embodiment of the present invention, will be described with reference to the drawings.

図1は、第1の実施形態における、型枠および貫通孔形成に用いられる部材を示した断面図である。図2、3は、貫通孔形成に用いられる筒状部材(以下、プラグという)を示した平面図である。 FIG. 1 is a cross-sectional view showing a member used for forming a formwork and a through hole in the first embodiment. 2 and 3 are plan views showing a tubular member (hereinafter referred to as a plug) used for forming a through hole.

貫通枠材(以下、型枠という)100は、ここではビニール製などから成るパイプ105と管状の継手110、120から構成され、継手110、120の内面110K、120Kには、周方向全体に渡って突起部112、122が形成されている。パイプ105の両端面は、接着剤などによって継手110、120に取り付けられ、一体的に構成されている。なお、ビニール製のパイプ105の外周面を継手110、120の内面110K、120Kの一部と接着剤などにより接合させてもよい。 The through frame material (hereinafter referred to as a formwork) 100 is composed of a pipe 105 made of vinyl or the like and tubular joints 110 and 120, and the inner surfaces 110K and 120K of the joints 110 and 120 cover the entire circumferential direction. The protrusions 112 and 122 are formed. Both end faces of the pipe 105 are attached to the joints 110 and 120 with an adhesive or the like, and are integrally configured. The outer peripheral surface of the vinyl pipe 105 may be joined to a part of the inner surfaces 110K and 120K of the joints 110 and 120 with an adhesive or the like.

プラグ20、40は、型枠100を仮枠へ固定するときに使用可能な筒状部材であり、プラグ20、40を型枠100の両端に設置したとき、型枠100の軸Eに対して同軸的に配置される。ここでは、プラグ20が型枠100の一方の端部100T2に設置され、プラグ40が他方の端部100T1に設置される。プラグ20、40は、例えば塩化ビニールなど合成樹脂から成り、ビス止めすることが可能である。 The plugs 20 and 40 are tubular members that can be used when fixing the formwork 100 to the temporary frame, and when the plugs 20 and 40 are installed at both ends of the formwork 100, the plugs 20 and 40 are relative to the axis E of the formwork 100. Arranged coaxially. Here, the plug 20 is installed at one end 100T2 of the formwork 100, and the plug 40 is installed at the other end 100T1. The plugs 20 and 40 are made of a synthetic resin such as vinyl chloride and can be screwed.

プラグ20、40は、型枠100の両端100T2、100T1付近の径に大きさに応じたサイズを有する本体部20B、40Bを備え、それぞれ一方の表面20S1、40S1側にフランジ25、45を形成している。型枠100の両端T2、T1にプラグ20、40をそれぞれ設置したとき、継手110、120の端面110S、120Sがフランジ25、45の表面25S、45Sと当接する。 The plugs 20 and 40 are provided with main body portions 20B and 40B having a diameter corresponding to the diameter near both ends 100T2 and 100T1 of the mold 100, and flanges 25 and 45 are formed on one surface 20S1 and 40S1 side, respectively. ing. When the plugs 20 and 40 are installed at both ends T2 and T1 of the mold 100, the end faces 110S and 120S of the joints 110 and 120 come into contact with the surfaces 25S and 45S of the flanges 25 and 45, respectively.

プラグ20、40は、貫通孔22、42をそれぞれ有し、フランジ25、45側に向けて空間の広がる段差部分21、41がそれぞれ設けられている。図2、3に示すように、相対的に径の大きい孔部分22Bは六角形状に形成され、相対的に径の小さい孔部分22Aは、円状に形成されている。プラグ20、40の貫通孔22、42は、その段差部分21、41も含めて互いに同じ形状、サイズである。一方、プラグ20、40のフランジ25、45はサイズが相違し、また、フランジ45には釘を通すことが可能な孔41Aが形成されている。 The plugs 20 and 40 have through holes 22 and 42, respectively, and are provided with stepped portions 21 and 41 that expand the space toward the flanges 25 and 45, respectively. As shown in FIGS. 2 and 3, the hole portion 22B having a relatively large diameter is formed in a hexagonal shape, and the hole portion 22A having a relatively small diameter is formed in a circular shape. The through holes 22 and 42 of the plugs 20 and 40 have the same shape and size as each other including the stepped portions 21 and 41. On the other hand, the flanges 25 and 45 of the plugs 20 and 40 are different in size, and the flange 45 is formed with a hole 41A through which a nail can be passed.

ボルト60は、型枠100を仮枠へ固定するときに使用される棒状部材であり、ここでは全体に渡って雄ネジ60Mが形成された全ネジボルトで構成される。ボルト60の一方の端部60T2には、ナット62螺合し、他方の端部60T1には、ここでは互いにサイズの異なるナット64、66が螺合する。プラグ20、40の貫通孔22の孔部分22A、貫通孔42の孔部分42Aは、ボルト60が通るようにサイズが定められている。また、プラグ20、40の孔部分22B、42Bは、六角形状のナット64、66を収容可能となるように、形状およびサイズが定められている。 The bolt 60 is a rod-shaped member used when fixing the formwork 100 to the temporary frame, and here, it is composed of all screw bolts in which male screws 60M are formed throughout. A nut 62 is screwed to one end 60T2 of the bolt 60, and nuts 64 and 66 having different sizes are screwed to the other end 60T1. The hole portion 22A of the through hole 22 of the plugs 20 and 40 and the hole portion 42A of the through hole 42 are sized so that the bolt 60 can pass through. Further, the hole portions 22B and 42B of the plugs 20 and 40 are determined in shape and size so as to be able to accommodate the hexagonal nuts 64 and 66.

図4~図8は、貫通孔を形成する施工の工程手順を示した図である。 4 to 8 are views showing a process procedure of construction for forming a through hole.

鉄筋Fの配筋が済むと、作業者は、初めに片方の板状の仮枠(以下、第1の仮枠という)F1を所定の箇所へ設置する。ここでは、鉛直方向に沿って設置されている。作業者は、貫通枠材である型枠100に対し、プラグ20、40をその両端100T1、100T2に設置する。そして、ボルト60を型枠100内へ通し、ボルト60の端部60T2に対してナット62を螺合させ、ボルト60の端部60T1に対してナット64を螺合させる。 After the reinforcing bars F have been arranged, the worker first installs one plate-shaped temporary frame (hereinafter referred to as the first temporary frame) F1 at a predetermined position. Here, it is installed along the vertical direction. The operator installs the plugs 20 and 40 at both ends 100T1 and 100T2 with respect to the formwork 100 which is a through frame material. Then, the bolt 60 is passed through the mold 100, the nut 62 is screwed into the end 60T2 of the bolt 60, and the nut 64 is screwed into the end 60T1 of the bolt 60.

なお、ボルト60の端部60T2に対してナット62を螺合させてから、ボルト60をプラグ20の貫通孔22、型枠100、プラグ40の貫通孔42に通し、ボルト60の端部60T1に対してナット64を螺合させてもよい。 After the nut 62 is screwed into the end 60T2 of the bolt 60, the bolt 60 is passed through the through hole 22 of the plug 20, the formwork 100, and the through hole 42 of the plug 40, and then passed through the end 60T1 of the bolt 60. On the other hand, the nut 64 may be screwed.

作業者は、第1の仮枠F1に形成された孔FNにボルト60を通した後、ワッシャーWを介してナット66を第1の仮枠F1の外側から締め付け、ボルト60を固定する(図5参照)。ボルト60の端部60T2に螺合したナット62は、プラグ20の段差部分21と当接し、プラグ20の孔部分22Aで回転しない。そのため、ナット66が締め付けられるのに伴い、型枠100はプラグ20、40両方から軸方向に沿った力を受ける。 After passing the bolt 60 through the hole FN formed in the first temporary frame F1, the operator tightens the nut 66 from the outside of the first temporary frame F1 via the washer W to fix the bolt 60 (FIG. 5). The nut 62 screwed into the end portion 60T2 of the bolt 60 comes into contact with the stepped portion 21 of the plug 20 and does not rotate at the hole portion 22A of the plug 20. Therefore, as the nut 66 is tightened, the formwork 100 receives a force along the axial direction from both the plugs 20 and 40.

さらにナット66を締め付けてボルト60を第1の仮枠F1に固定すると、プラグ20のフランジ25と当接する型枠100は、プラグ20から第1の仮枠F1側へ押された状態で位置決めされる。第1の仮枠F1とは反対側の端部100T2側から第1の仮枠F1へ向けて作用する軸方向に沿った力を型枠100が受けることによって、型枠100は、軸方向を水平方向に維持したまま第1の仮枠F1に固定される。さらにここでは、作業者がプラグ40に形成された孔41Aを通じて釘Pを第1の仮枠F1へ打ち込むことによって、プラグ40を第1の仮枠F1に連結させる。 Further, when the nut 66 is tightened and the bolt 60 is fixed to the first temporary frame F1, the mold 100 that comes into contact with the flange 25 of the plug 20 is positioned while being pushed from the plug 20 to the first temporary frame F1 side. To. When the formwork 100 receives a force along the axial direction acting from the end portion 100T2 side opposite to the first temporary frame F1 toward the first temporary frame F1, the formwork 100 moves in the axial direction. It is fixed to the first temporary frame F1 while being maintained in the horizontal direction. Further, here, the operator connects the plug 40 to the first temporary frame F1 by driving the nail P into the first temporary frame F1 through the hole 41A formed in the plug 40.

第1の仮枠F1に対する型枠100の固定が終わると、もう片方の板状仮枠(以下、第2の仮枠という)F2を、型枠100の端部100T2(プラグ20の表面20S1)に沿って設置する(図6参照)。そして作業者は、ビスBを用いてプラグ20を第2の仮枠F2にビス止めする。ビス止めは、例えば、図3に示す周縁方向に沿って所定間隔をおいて行うが、それ以外の任意の箇所にビス止めしてもよい。 After fixing the formwork 100 to the first temporary frame F1, the other plate-shaped temporary frame (hereinafter referred to as the second temporary frame) F2 is attached to the end portion 100T2 of the formwork 100 (the surface 20S1 of the plug 20). (See Fig. 6). Then, the operator uses the screw B to screw the plug 20 to the second temporary frame F2. For example, screwing is performed at predetermined intervals along the peripheral edge direction shown in FIG. 3, but screwing may be performed at any other place.

型枠100が第1、第2の仮枠F1、F2の間で位置決め固定されると、突き固めされながらセメントが所定量流し込まれる。セメントが固まってコンクリートCFになると(図7参照)、ボルト60からナット66を外して、ボルト60の第1の仮枠F1への固定を解除する。そして、ボルト60を緩める方向に回すことによって、ボルト60を型枠60内から引き出す。 When the formwork 100 is positioned and fixed between the first and second temporary frames F1 and F2, a predetermined amount of cement is poured while being compacted. When the cement hardens to form concrete CF (see FIG. 7), the nut 66 is removed from the bolt 60 to release the fixing of the bolt 60 to the first temporary frame F1. Then, by turning the bolt 60 in the loosening direction, the bolt 60 is pulled out from the inside of the mold 60.

その後、作業者は、プラグ40と連結したまま第1の仮枠F1を取り外し、また、プラグ20と連結したまま第2の仮枠F2を取り外す(図8参照)。その結果、貫通孔OPがコンクリートCFに形成される。なお、ボルト60を型枠内60から引き出さず、ナット62、64いずれか一方に螺合したまま、第1の仮枠F1あるいは第2の仮枠F2とともに引き抜いてもよい。 After that, the operator removes the first temporary frame F1 while being connected to the plug 40, and removes the second temporary frame F2 while being connected to the plug 20 (see FIG. 8). As a result, the through hole OP is formed in the concrete CF. The bolt 60 may be pulled out together with the first temporary frame F1 or the second temporary frame F2 while being screwed to either the nut 62 or 64 without being pulled out from the mold 60.

このように本実施形態によれば、貫通枠材である型枠100の両端100T1、100T2にプラグ40、20をそれぞれ設置し、ボルト60の一方の端部60T2をプラグ20から突出させずにプラグ20と中心軸周りに形成された貫通孔22を用いて係合させ、型枠100内に通してプラグ40から突出させる。そして、ボルト60の他方の端部60T1側でナット66を第1の仮枠F1に締め付け、型枠100を第1の仮枠F1に位置決め固定する。第2の仮枠F2を設置すると、第2の仮枠F2の表側からプラグ20をビス止めして連結する。そして、コンクリート打設後、プラグ40、20を取り付けたまま第1、第2の仮枠F1、F2を取り外す。 As described above, according to the present embodiment, the plugs 40 and 20 are installed at both ends 100T1 and 100T2 of the formwork 100 which is a through frame material, respectively, and one end 60T2 of the bolt 60 is plugged without protruding from the plug 20. 20 is engaged with the through hole 22 formed around the central axis, and is passed through the mold 100 and projected from the plug 40. Then, the nut 66 is tightened to the first temporary frame F1 on the other end 60T1 side of the bolt 60, and the formwork 100 is positioned and fixed to the first temporary frame F1. When the second temporary frame F2 is installed, the plug 20 is screwed and connected from the front side of the second temporary frame F2. Then, after placing the concrete, the first and second temporary frames F1 and F2 are removed with the plugs 40 and 20 attached.

第1の仮枠F1のみによって型枠100を水平方向に位置決めすることができ、鉄筋Fなどにスリーブホルダなどを取り付ける作業を必要とせず、第2の仮枠F1を設置することなく、型枠100を取付難易度の高い場所に対して正確な位置へ容易、かつ確実に取り付けることが可能となる。 The formwork 100 can be positioned in the horizontal direction only by the first temporary frame F1, does not require the work of attaching a sleeve holder or the like to the reinforcing bar F or the like, and does not require the installation of the second temporary frame F1. It is possible to easily and surely mount the 100 at an accurate position in a place where the mounting difficulty is high.

ボルト60がプラグ20を第1の仮枠F1側へ引っ張るような形で型枠100を位置決めし、型枠100を第1の仮枠F1部分で片持ち支持するような構成を採用していない。そのため、型枠100がパイプ105と継手110、120という複数の管状部材から成る構成であっても、型枠100を水平方向に沿って容易に位置決めすることが可能であり、型枠100が軸方向に長いサイズでも確実に固定することができる。 The formwork 100 is positioned so that the bolt 60 pulls the plug 20 toward the first temporary frame F1, and the formwork 100 is cantilevered and supported by the first temporary frame F1 portion. .. Therefore, even if the formwork 100 is composed of a plurality of tubular members such as a pipe 105 and joints 110 and 120, the formwork 100 can be easily positioned along the horizontal direction, and the formwork 100 is an axis. Even if the size is long in the direction, it can be securely fixed.

一方、第1、第2の型枠F1、F2は、それぞれプラグ40、20を連結させた状態で取り外すことができる。そのため、第1、第2の型枠F1、F2の取り外しと同時に貫通孔形成の施工を終了させることができる。また、プラグ40、20を第1、第2の型枠F1、F2から取り外すことによって、プラグ20、40を再利用することができる。 On the other hand, the first and second formwork F1 and F2 can be removed with the plugs 40 and 20, respectively. Therefore, the construction of the through hole formation can be completed at the same time as the removal of the first and second formwork F1 and F2. Further, the plugs 20 and 40 can be reused by removing the plugs 40 and 20 from the first and second molds F1 and F2.

本実施形態では、プラグ20のフランジ25、プラグ40のフランジ45が型枠100の両端100T2、100T1の端面(継手110、120の端面110S,120S)と当接する構成であるが、継手110、120の突起部112、122の側面112S、122Sとフランジ20、40の内側表面20S2、40S2(図1参照)とを当接させる構成にしてもよい。あるいは、両方とも当接させる構成にすることも可能である。 In the present embodiment, the flange 25 of the plug 20 and the flange 45 of the plug 40 are in contact with the end faces (end faces 110S and 120S of the joints 110 and 120) of both ends 100T2 and 100T1 of the formwork 100, but the joints 110 and 120. The side surfaces 112S and 122S of the protrusions 112 and 122 may be in contact with the inner surfaces 20S2 and 40S2 of the flanges 20 and 40 (see FIG. 1). Alternatively, it is possible to make both of them come into contact with each other.

次に、図9、10を用いて第2の実施形態であるプラグについて説明する。第2の実施形態では、第1の実施形態とは異なり、プラグにフランジが形成されていない。 Next, the plug according to the second embodiment will be described with reference to FIGS. 9 and 10. In the second embodiment, unlike the first embodiment, the plug is not formed with a flange.

図9は、第2の実施形態におけるプラグの平面図である。図10は、第2の実施形態におけるプラグの断面図である。プラグ220は、中心軸周りに貫通孔222を有し、段差部分221を設けることによって、六角ナット62が嵌まる孔部分222Bと、ボルト60の通る孔部分222Aが形成されている。また、ビス止め位置の目印となるマーク220Pが、表面220Sの周縁方向に沿って設けられている。フランジを形成しないプラグ20を型枠100に設置することで、第2の仮枠F2を外した後、貫通孔OPの端面がコンクリートCFの側面に沿った形状となる。 FIG. 9 is a plan view of the plug in the second embodiment. FIG. 10 is a cross-sectional view of the plug in the second embodiment. The plug 220 has a through hole 222 around the central axis, and by providing a step portion 221, a hole portion 222B into which the hexagon nut 62 is fitted and a hole portion 222A through which the bolt 60 passes are formed. Further, a mark 220P that serves as a mark for the screw fixing position is provided along the peripheral edge direction of the surface 220S. By installing the plug 20 that does not form a flange on the formwork 100, after removing the second temporary frame F2, the end face of the through hole OP becomes a shape along the side surface of the concrete CF.

次に、図11、12を用いて第3の実施形態であるプラグについて説明する。 Next, the plug according to the third embodiment will be described with reference to FIGS. 11 and 12.

図11は、第3の実施形態におけるプラグの平面図である。図12は、第3の実施形態におけるプラグの断面図である。プラグ320は、相対的に径の大きい筒状部分321と相対的に径の小さい筒状部分322Tから構成され、接着剤など公知の接続手段によって接合している。プラグ320は、中心軸周りに貫通孔322を有し、段差部分321を設けることによって、六角ナット62が嵌まる孔部分322Bと、ボルト60の通る孔部分322Aが形成されている。 FIG. 11 is a plan view of the plug according to the third embodiment. FIG. 12 is a cross-sectional view of the plug according to the third embodiment. The plug 320 is composed of a tubular portion 321 having a relatively large diameter and a tubular portion 322T having a relatively small diameter, and is joined by a known connecting means such as an adhesive. The plug 320 has a through hole 322 around the central axis, and by providing a step portion 321, a hole portion 322B into which the hexagon nut 62 is fitted and a hole portion 322A through which the bolt 60 passes are formed.

孔部分322Bには、ここでは六角柱状の挿入部材330が、貫通孔形成時に押し込まれる。図11に示すように、ビス止め位置の目印となるマークPが、表面220Sの周縁方向に沿って設けられるとともに、六角形状部材330にも設けられている。このようにプラグ20の中心にビス止めすることができるため、プラグ20を第2の仮枠F2へ強固に連結させることができ、周縁部でのビス止め数を減らすことが可能となる。なお、円柱状など六角中状以外の形状で挿入部材330を構成してもよい。 Here, the hexagonal columnar insertion member 330 is pushed into the hole portion 322B when the through hole is formed. As shown in FIG. 11, a mark P that serves as a mark for the screw fixing position is provided along the peripheral edge direction of the surface 220S, and is also provided on the hexagonal member 330. Since the plug 20 can be screwed to the center of the plug 20 in this way, the plug 20 can be firmly connected to the second temporary frame F2, and the number of screws at the peripheral portion can be reduced. The insertion member 330 may be formed in a shape other than the hexagonal medium shape such as a columnar shape.

次に、図13、14を用いて第4の実施形態であるプラグについて説明する。第4の実施形態では、第1~第3の実施形態とは異なり、第2の型枠側に設置されるプラグが、ボルト端部と螺合している。 Next, the plug according to the fourth embodiment will be described with reference to FIGS. 13 and 14. In the fourth embodiment, unlike the first to third embodiments, the plug installed on the second formwork side is screwed with the bolt end portion.

図13は、第4の実施形態における型枠および貫通孔形成に用いられる部材を示した断面図である。図14は、第4の実施形態におけるプラグの平面図である。プラグ20’は、フランジ25’を形成した柱状部21’と中心軸回りに孔22’Nを形成した筒状部22’から構成され、柱状部21’と筒状部22’は互に接合している。筒状部22’の有底状の孔22’の内周面には、雌ネジ22M’が形成されている。ボルト60の端部T2が孔22’において螺合することにより、第1の実施形態と同様、ボルト60を第1の仮枠F1に締め付け固定することによって、プラグ20’が型枠100に対して第1の仮枠F1側へ軸方向に沿った力を作用させることができる。また、ナット62の締め付けを必要とせず、工程作業が良くなる。そして、第3の実施形態と同様、プラグ20’の中心部にビス止めすることができる。 FIG. 13 is a cross-sectional view showing a member used for forming a formwork and a through hole in a fourth embodiment. FIG. 14 is a plan view of the plug according to the fourth embodiment. The plug 20'is composed of a columnar portion 21'forming a flange 25'and a tubular portion 22' having a hole 22'N formed around the central axis, and the columnar portion 21'and the tubular portion 22' are joined to each other. are doing. A female screw 22M'is formed on the inner peripheral surface of the bottomed hole 22' of the tubular portion 22'. Similar to the first embodiment, the end portion T2 of the bolt 60 is screwed in the hole 22', and the bolt 60 is tightened and fixed to the first temporary frame F1 so that the plug 20'is attached to the mold 100. Therefore, a force along the axial direction can be applied to the first temporary frame F1 side. In addition, the nut 62 does not need to be tightened, which improves the process work. Then, as in the third embodiment, it can be screwed to the center of the plug 20'.

次に、図15、16を用いて第5の実施形態であるプラグについて説明する。第5の実施形態では、第4の実施形態とは異なり、プラグにフランジが設けられず、段差部分のない貫通孔が形成されている。 Next, the plug according to the fifth embodiment will be described with reference to FIGS. 15 and 16. In the fifth embodiment, unlike the fourth embodiment, the plug is not provided with a flange, and a through hole having no step portion is formed.

図15は、第5の実施形態におけるプラグの平面図である。図16は、第5の実施形態におけるプラグの断面図である。プラグ20”は、径一定の貫通孔22”を有し、内周面に雌ネジ22”Mが形成されている。これにより、プラグ20”の軸方向長さを抑えることができ、配管端面付近にウエイトを集中させて軸方向(水平方向)に沿った固定を安定させることができる。 FIG. 15 is a plan view of the plug according to the fifth embodiment. FIG. 16 is a cross-sectional view of the plug according to the fifth embodiment. The plug 20 "has a through hole 22" having a constant diameter, and a female screw 22 "M" is formed on the inner peripheral surface. As a result, the axial length of the plug 20 "can be suppressed, and the pipe end surface can be suppressed. Weights can be concentrated in the vicinity to stabilize fixing along the axial direction (horizontal direction).

図17は、第6の実施形態であるプラグの断面図である。プラグ420は、貫通孔422を有する。一方、プラグ420は、第1~第3の実施形態と異なり、環状の凹部430を型枠100側に設けている。これによって、プラグ20が軽量化する。 FIG. 17 is a cross-sectional view of the plug according to the sixth embodiment. The plug 420 has a through hole 422. On the other hand, unlike the first to third embodiments, the plug 420 is provided with an annular recess 430 on the mold 100 side. As a result, the weight of the plug 20 is reduced.

図18は、第7の実施形態であるプラグの断面図である。プラグ520は、雌ネジ522Mの形成された有底状の孔522を設けた係合部540を備え、その周囲に環状凹部530が形成されている。環状凹部530を周囲にして係合部540を形成することにより、軸方向長さを抑えることができる。 FIG. 18 is a cross-sectional view of the plug according to the seventh embodiment. The plug 520 includes an engaging portion 540 provided with a bottomed hole 522 in which a female screw 522M is formed, and an annular recess 530 is formed around the engaging portion 540. By forming the engaging portion 540 around the annular recess 530, the axial length can be suppressed.

第1~第7の実施形態では、型枠の両端にプラグを設置する構成であったが、第2の型枠側の端部のみプラグを設置し、第1の型枠側の端部にはプラグを設置しない構成にしてもよい。また、ヘッドのあるボルトやボルト以外の棒状部材の構成によって、第2の型枠側に設置されるプラグと、軸方向に沿って型枠を第1の仮枠側へ力を作用させるように係合する構造(嵌合、引っ掛けなど)を採用すればよい。 In the first to seventh embodiments, the plugs are installed at both ends of the formwork, but the plugs are installed only at the ends on the second formwork side and at the ends on the first formwork side. May be configured without a plug. In addition, depending on the structure of the bolt with the head and the rod-shaped member other than the bolt, the plug installed on the second formwork side and the formwork along the axial direction exert a force on the first temporary formwork side. An engaging structure (fitting, hooking, etc.) may be adopted.

第2の仮枠側のプラグを第2の仮枠へ連結させる方法は、ビス止め以外の方法であってもよい。さらには、第2の仮枠へプラグを連結させる工程を行わず、型枠100の端部を第2の仮枠と連結させて安定化させる固定させてもよい。この場合、プラグの素材は棒状部材と係合できる条件において任意である。 The method of connecting the plug on the second temporary frame side to the second temporary frame may be a method other than screwing. Further, the end portion of the mold 100 may be connected to the second temporary frame to be stabilized and fixed without performing the step of connecting the plug to the second temporary frame. In this case, the material of the plug is arbitrary under the condition that it can be engaged with the rod-shaped member.

型枠100は、貫通孔形成用の型枠として使用されるが、排水管、ガス管、排気管、換気用管などの用途として、コンクリート打設後もそのまま設置することもできる。もちろん、配線用貫通孔形成などを目的として、コンクリート打設後に取り外す貫通枠材として構成することも可能である。さらに、スリーブなどの型枠ではなく、実際の配管を用いて貫通孔を形成してもよい。 Although the formwork 100 is used as a formwork for forming through holes, it can be installed as it is even after concrete is placed for applications such as drainage pipes, gas pipes, exhaust pipes, and ventilation pipes. Of course, it can also be configured as a through frame material to be removed after concrete is placed for the purpose of forming through holes for wiring. Further, the through hole may be formed by using an actual pipe instead of a form such as a sleeve.

20 プラグ
40 プラグ
60 ボルト
20 plugs 40 plugs 60 bolts

Claims (13)

第1の仮枠を設置する工程と、
管状の型枠または配管の少なくとも前記第1の仮枠から離れた一方の端部に、棒状部材と係合可能であって、前記型枠または配管の端面および/または内面と接する筒状部材を、設置する工程と、
前記棒状部材の一方の端部を前記筒状部材と係合させ、前記型枠または配管内に通す工程と、
前記筒状部材が前記型枠または配管に対し軸方向に沿った力を前記第1の仮枠に向けて作用させるように、前記棒状部材を前記第1の仮枠へ固定する工程と、
第2の仮枠を、前記第1の仮枠に固定された前記型枠または配管の位置に合わせて設置する工程と、
前記筒状部材を、前記第2の仮枠に連結させる工程と、
コンクリート打設後、前記棒状部材の前記第1の仮枠への固定を解除する工程と、
前記筒状部材を連結させた状態で、前記第2の仮枠を取り外す工程と
を含むことを特徴とする貫通孔の施工方法。
The process of installing the first temporary frame and
At least one end of the tubular formwork or pipe away from the first temporary frame is a tubular member engageable with the rod-like member and in contact with the end and / or inner surface of the formwork or pipe. , Installation process and
A step of engaging one end of the rod-shaped member with the tubular member and passing it through the formwork or piping.
A step of fixing the rod-shaped member to the first temporary frame so that the cylindrical member exerts a force along the axial direction on the formwork or the pipe toward the first temporary frame.
The process of installing the second temporary frame according to the position of the formwork or piping fixed to the first temporary frame, and
The step of connecting the tubular member to the second temporary frame and
After placing the concrete, the step of releasing the fixing of the rod-shaped member to the first temporary frame and
A method for constructing a through hole, which comprises a step of removing the second temporary frame in a state where the tubular member is connected.
前記筒状部材の中心軸に沿って形成される貫通孔に、前記棒状部材を貫通させ、
前記貫通孔の段差部分に、前記棒状部材の一方の端部に設けられた当接部を当接させることによって、前記棒状部材を前記筒状部材に係合させることを特徴とする請求項1に記載の貫通孔の施工方法。
The rod-shaped member is passed through a through hole formed along the central axis of the tubular member.
Claim 1 is characterized in that the rod-shaped member is engaged with the tubular member by abutting the contact portion provided at one end of the rod-shaped member with the stepped portion of the through hole. Construction method of through hole described in.
前記棒状部材が、ボルトであって、
前記棒状部材の一方の端部にナットを螺合させることによって、前記棒状部材の一方の端部を前記段差部分と当接させることを特徴とする請求項2に記載の貫通孔の施工方法。
The rod-shaped member is a bolt and
The method for constructing a through hole according to claim 2, wherein one end of the rod-shaped member is brought into contact with the stepped portion by screwing a nut into one end of the rod-shaped member.
前記棒状部材と前記筒状部材とを螺合させることによって、前記棒状部材を前記筒状部材に係合させることを特徴とする請求項1に記載の貫通孔の施工方法。 The method for constructing a through hole according to claim 1, wherein the rod-shaped member is screwed into the tubular member to engage the rod-shaped member with the tubular member. 前記棒状部材が、ボルトであって、
前記筒状部材の中心軸に沿って設けられた雌ネジ部分に前記棒状部材を螺合させることを特徴とする請求項4に記載の貫通孔の施工方法。
The rod-shaped member is a bolt and
The method for constructing a through hole according to claim 4, wherein the rod-shaped member is screwed into a female screw portion provided along the central axis of the tubular member.
前記第2の仮枠の表面側から前記筒状部材をビス止めすることによって、前記筒状部材を、前記第2の仮枠に連結させることを特徴とする請求項1乃至5のいずれかに記載の貫通孔の施工方法。 The invention according to any one of claims 1 to 5, wherein the tubular member is connected to the second temporary frame by screwing the tubular member from the surface side of the second temporary frame. The method of constructing the through hole described. 前記型枠または配管の両端に、前記筒状部材を設置することを特徴とする請求項1乃至6のいずれかに記載の貫通孔の施工方法。 The method for constructing a through hole according to any one of claims 1 to 6, wherein the tubular member is installed at both ends of the formwork or the pipe. 複数の型枠、複数の配管、または型枠と配管との組み合わせによって、貫通孔を形成することを特徴とする請求項1乃至7のいずれかに記載の貫通孔の施工方法。 The method for constructing a through hole according to any one of claims 1 to 7, wherein a through hole is formed by a plurality of formwork, a plurality of pipes, or a combination of the form and the pipe. 第1の仮枠を設置する工程と、
型枠または配管の少なくとも前記第1の仮枠から離れた一方の端部に、前記型枠または配管の端面および/または内面と接することが可能な筒状部材を、設置する工程と、
棒状部材の一方の端部を前記筒状部材と係合させ、前記型枠または配管内に通し、
前記棒状部材を他方の端部において第1の仮枠に固定することによって、前記型枠または配管を前記第1の仮枠に対して固定する工程と
を含むことを特徴とする貫通孔の施工方法。
The process of installing the first temporary frame and
A step of installing a tubular member capable of contacting the end surface and / or the inner surface of the formwork or the pipe at at least one end of the formwork or the pipe away from the first temporary frame.
Engage one end of the rod-shaped member with the tubular member and pass it through the formwork or pipe.
Construction of a through hole comprising the step of fixing the formwork or pipe to the first temporary frame by fixing the rod-shaped member to the first temporary frame at the other end. Method.
貫通孔の施工方法に使用可能な筒状部材であって、
管状の型枠または配管の一方の端部に設置されたとき、前記型枠または配管の端面および/または内面と接することが可能な筒状部材であって、
前記型枠または配管の一方の端部とは反対側に設置される第1の仮枠に固定可能な棒状部材と中心軸に沿って係合可能であって、第1の仮枠とは反対側に設置される第2の仮枠と連結可能であることを特徴とする筒状部材。
A tubular member that can be used for the method of constructing through holes.
A tubular member that, when installed at one end of a tubular formwork or pipe, is capable of contacting the end and / or inner surface of the formwork or pipe.
It is engageable along the central axis with a rod-shaped member that can be fixed to the first temporary frame installed on the side opposite to one end of the formwork or the pipe, and is opposite to the first temporary frame. A tubular member characterized in that it can be connected to a second temporary frame installed on the side.
中心軸周りに形成され、前記型枠または配管の端部に向けて空間が広がる段差部分を設けた貫通孔を有することを特徴とする請求項10に記載の筒状部材。 10. The tubular member according to claim 10, further comprising a through hole formed around a central axis and provided with a stepped portion that expands a space toward the end of the formwork or pipe. 中心軸周りに形成され、前記棒状部材の一方の端部と螺合可能な螺合部を有することを特徴とする請求項10に記載の筒状部材。 The tubular member according to claim 10, wherein the tubular member is formed around a central axis and has a screwed portion that can be screwed with one end of the rod-shaped member. 前記棒状部材との係合部分の周囲に、環状凹部が形成されていることを特徴とする請求項10乃至12のいずれかに記載の筒状部材。 The tubular member according to any one of claims 10 to 12, wherein an annular recess is formed around the engagement portion with the rod-shaped member.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59126049U (en) * 1983-02-12 1984-08-24 株式会社長谷川工務店 Holding jig for sleeve for forming through holes
JPS6026536U (en) * 1983-07-28 1985-02-22 株式会社 長谷川工務店 Holding jig for sleeve for forming through holes
JP2004339786A (en) * 2003-05-15 2004-12-02 Tosetz Co Ltd Void device
KR101105714B1 (en) * 2008-07-16 2012-01-17 고의환 Sleeve fixing apparatus
JP2012132265A (en) * 2010-12-22 2012-07-12 Mirai Ind Co Ltd Sleeve device and sleeve installation method
JP2019070401A (en) * 2017-10-06 2019-05-09 協同バルブ商事株式会社 Pipe tool, water stop device, and pipe installation member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59126049U (en) * 1983-02-12 1984-08-24 株式会社長谷川工務店 Holding jig for sleeve for forming through holes
JPS6026536U (en) * 1983-07-28 1985-02-22 株式会社 長谷川工務店 Holding jig for sleeve for forming through holes
JP2004339786A (en) * 2003-05-15 2004-12-02 Tosetz Co Ltd Void device
KR101105714B1 (en) * 2008-07-16 2012-01-17 고의환 Sleeve fixing apparatus
JP2012132265A (en) * 2010-12-22 2012-07-12 Mirai Ind Co Ltd Sleeve device and sleeve installation method
JP2019070401A (en) * 2017-10-06 2019-05-09 協同バルブ商事株式会社 Pipe tool, water stop device, and pipe installation member

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