JP3799154B2 - Formwork connection structure - Google Patents

Formwork connection structure Download PDF

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Publication number
JP3799154B2
JP3799154B2 JP02481498A JP2481498A JP3799154B2 JP 3799154 B2 JP3799154 B2 JP 3799154B2 JP 02481498 A JP02481498 A JP 02481498A JP 2481498 A JP2481498 A JP 2481498A JP 3799154 B2 JP3799154 B2 JP 3799154B2
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Japan
Prior art keywords
formwork
mold member
jaw
protrusion
materials
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JPH11222963A (en
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隆次 高田
泉 堀尾
哲雄 石山
政雄 小畑
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
この発明は、コンクリートを現場打ちもしくは工場で打設してコンクリート構造物(RC造、SRC造等)を構築する際に用いられる型枠材の連結構造に関するものである。
【0002】
【従来の技術】
従来より、コンクリート構造物を構築する際には、鉄骨または鉄筋を配設した後、この鉄骨、鉄筋の周囲を木製の型枠材で囲い、その後、この型枠材によって囲った箇所へ生コンクリートを流し込み、コンクリートの硬化後に型枠を外していた。
ところで、この種の木製の型枠材は、使い捨てされる場合が多く、環境保護等の目的からその使用が控えられつつあり、近年、この木製の型枠材に代えて合成樹脂製、金属製の型枠材、あるいはセメント製等の永久型枠材、つまりコンクリートとともに埋め込まれてコンクリート構造物の一部とされる型枠材が用いられつつある。
特に、屋上、ベランダのパラペット部あるいは機械基礎等に用いられる永久型枠材として、専用のパラペット打ち込み型枠材(特開平6−10454号)が開発されている。
【0003】
【発明が解決しようとする課題】
ところで、これら型枠材にあっては、ぞれぞれの型枠材の反りや施工誤差等によってコンクリート打設時に、連結箇所に段差が生じてしまい、この段差の部分が目違いとなり、この目違い部分にて、コンクリートのハツリや研削作業を行わなければならなかった。
ここで、上記のような目違いをなくすべく、互いに嵌合する凹凸形状のさね構造が端部に形成された型枠材が用いられているが、この場合、構築する構造物の大きさ等に合わせて型枠材を切断すると、この型枠材の端部のさね構造による接合ができなくなり、やはり目違い部分が生じてしまうという問題があった。
そのため、特願平7−29874号における断面がコ字状に形成された連結具を使用して、この連結具によって相隣接する型枠材同士を容易に位置決めして連結することが行われている。
しかしながら、この連結具にあっては連結具が持っているバネ力によって型枠材を拘束して目違いを防止するだけの仮固定しかできず、コンクリートの打設圧力に耐える型枠の連結にはフォームタイとパイプを用いて再度固定しなければならなかった。
また、型枠材同士の目地には、コンクリート打設養生後に防水用シーリングを施すために、一定の間隔を形成する必要があるが、この間隔の確保にも苦慮していた。
【0004】
この発明は、上記事情に鑑みてなされたもので、極めて容易に、隣り合う型枠材同士を適切な間隔をあけて位置決めし、確実に連結することが可能な型枠材の連結構造を提供することを目的としている。
【0005】
【課題を解決するための手段】
上記目的を達成するために、請求項1記載の型枠材の連結構造は、横方向に連設してパラペットのあご状部を囲むあご型枠材内にコンクリートを打設してパラペットを構築することにおいて、上記あご型枠の内面側に上面が傾斜面とされた突起部が設けられてなり、該突起部の上面の形状に倣う面を有し、相隣接する上記あご型枠材同士の連結箇所にて上記突起部に配設される連結具と、上記あご型枠の外側に配設される留金具と、上記あご型枠材同士の接合端部間に挿通されて上記連結具と留金具とを上記あご型枠材を挟持させるように締結するボルトとによって上記あご型枠材同士が連結されていることを特徴としている。
つまり、あご型枠材の内面側に形成された突起部の少なくとも上面の傾斜面に倣う面を有する連結具を、相隣接するあご型枠材同士の連結箇所にて配設するとともに、あご型枠材の外側に留金具を配設し、これら連結具と留金具とをあご型枠材同士の接合端面間に挿通させたボルトによって互いに締結固定して、これら連結具と留金具とによってあご型枠材を挟持させることにより、相隣接するあご型枠材同士が互いに位置決めされた状態に連結される。そして、このように、あご型枠材が位置決めされて連結された状態にて、コンクリートを打設することにより、極めて容易に、パラペットが構築される。
【0006】
請求項2記載の型枠材の連結構造は、請求項1記載の型枠材の連結構造において、上記連結具および/または留金具に、上記ボルトが螺合可能なめねじが形成されていることを特徴としている。
つまり、連結具および/または留金具に形成されためねじへボルトをねじ込むことにより、極めて容易に連結具と留金具とが互いに締結固定され、施工作業の簡略化が図られる。
【0007】
【発明の実施の形態】
以下、本発明の型枠材の連結構造の実施の形態を図によって説明する。
図1及び図2において、符号11はパラペットを構築する際に用いられる永久型枠材(型枠材)である。この永久型枠材11は、下部型枠材12、上部型枠材13及びこれら下部型枠材12と上部型枠材13との間に配設された中間型枠材14とから構成されている。
これら下部型枠材12、上部型枠材13及び中間型枠材14はそれぞれコンクリート成形体から構成されたもので、断面H型に形成された連結材15によって互いに連結されている。
そして、このように連結材15によって連結されて設置された永久型枠材11は、対向側に設けられた通常の合板型枠材17にセパレータ18によって、配筋19を囲った状態で配置され、これら永久型枠材11と型枠材17との間にコンクリートCが打設され、コンクリートCとによってコンクリート構造物、ここではパラペットを構築するようになっている。
【0008】
また、図3及び図4にも示すように、上部型枠材13の内面側には、長手方向へわたって断面台形状に形成された台形突起部21が形成されており、これら台形突起部21には、水平方向への連結箇所にて、連結具22が、隣接する上部型枠材13同士を跨ぐように嵌合されて配設されている。また、上部型枠材13の外面側には、連結具22に対向する位置に座金プレート23が、隣接する上部型枠材13同士を跨ぐように配設されている。
【0009】
図5に示すように、連結具22には、その略中心位置にめねじ24が形成されており、座金プレート23の略中心位置には、挿通孔25が形成されている。そして、上部型枠材13の外面側から、座金プレート23の挿通孔25へ挿通された固定ボルト26が、上部型枠材13の接合端面同士の間へ挿通され、連結具22のめねじ24へねじ込まれて、これら連結具22と座金プレート24とが締結固定され、これにより、上部型枠材13同士が互いに連結されている。
上記連結具22は、例えば、曲げ加工や押出成形することにより形成したもので、基部31の両側部に保持片32が立ち上げられた形状とされ、保持片32同士は、その間隔が、基部31との連結部分から先端側へ向かって次第に広げられて断面視ハ字状とされている。つまり、この連結具22の保持片32の間隔は、その基部31側の間隔L1に対して先端側の間隔L2が広くされて、上部型枠材13の台形突起部21に平行かもしくは狭めに形成されている。
【0010】
また、この連結具22の保持片32の基部31との連結側での間隔L1は、上部型枠材13の台形突起部21の幅寸法よりも狭く形成されている。したがって、この連結具22を台形突起部21に嵌合させて固定ボルト26を締め付けた際に、くさび効果が働き、上部型枠材13同士が確実に位置決めされて保持され、強固に固定されるようになっている。
【0011】
なお、図1中符号41は、セパレータ18に連結された連結棒、符号42は、これら連結棒41に設けられた締め付け金物であり、連結棒41へナット43を締結させることにより、締め付け金物42によって縦端太44、横端太45を介して型枠材17がセパレータ18へ支持されている。
【0012】
次に、上部型枠材13、下部型枠材12及び中間型枠材14を用いたパラペットの構築手順を説明する。
まず、建築物の最上階にて、鉄筋19を配置し、この鉄筋19の周囲を囲うように、下部型枠材12、上部型枠材13、中間型枠材14を連結材15によって連結させて永久型枠材11を組み立て、この永久型枠材11と通常の型枠材17とをセパレータ18によって連結させる。
【0013】
ここで、永久型枠材を構成する上部型枠材13の長手方向への連結部分においては、その内面側に形成された台形突起部21へ連結具22を嵌合させ、また、外面側に座金プレート23を配設し、この座金プレート23の外側から、挿通孔25へ固定ボルト26を挿通し、この固定ボルト26を連結具22のめねじ24へねじ込んで締め付ける。
このようにすると、この連結具22の保持片32がくさびとして作用し、上部型枠材13の台形突起部21を拘束した状態に連結具22が取り付けられ、これにより、台形突起部21が確実に連結具22によって位置決めされた状態に長手方向へ連結される。
【0014】
この状態において、この永久型枠材11と型枠材17との間にコンクリートCを打設し、このコンクリートCの硬化養生に、型枠材17を取り外す。
このようにすると、この永久型枠材11とコンクリートCとによってパラペットが構築される。
【0015】
以上、説明したように、本実施の形態の連結具22による型枠材の連結構造によれば、上部型枠材13の内面側に形成された台形突起部21に倣う面を有する連結具22を、相隣接する上部型枠材13同士の連結箇所にて配設するとともに、上部型枠材13の外側に座金プレート23を配設し、この座金プレート23の挿通孔25へ固定ボルト26を挿通させて上部型枠材13の接合端面同士の隙間へ挿通し、連結具22のめねじ24へねじ込んで締結し、これら連結具22と座金プレート23とによって上部型枠材13を挟むことにより、極めて容易に、相隣接する上部型枠材13同士を互いに位置決めした状態に連結することができる。つまり、型枠材17を構成する上部型枠材13を長手方向へ位置決めして連結することにより、型枠材17全体も長手方向へ位置決めして連結することができる。
【0016】
これにより、型枠材17の長手方向の連結箇所における上下及び面方向へのずれを確実に防止することができ、ずれの補修作業を省略することができる。したがって、ずれの補修作業にかかっていた労力をなくすことができるとともに、施工作業の短期化を図ることができる。しかも、型枠材17同士の目地幅を固定ボルト26の径により一定に保持することができ、これにより、目地における防水シーリングの施工の容易化を図ることができるとともに、確実な施工が可能となり防水性能を向上させることができる。
【0017】
次に、他の形状の連結具を図によって説明する。
図6に示す連結具22Aは、基部31及び保持片32の内面側に、上部型枠材13の台形突起部21に向かって突出する係止部51が形成されたものであり、図7に示す連結具22Bは、基部31及び保持片32の内面側に、上部型枠材13の台形突起部21に向かって突出する突起52が形成されたものである。そして、これら連結具22A、22Bは、いずれも上部型枠材13の台形突起部21に嵌合させた際に、係止部51あるいは突起52が台形突起部21に食い込むことにより、台形突起部21への係止力が大幅に向上され、さらなる確実な連結状態を維持させることができる。
【0018】
また、図8に示す連結具22Cは、基部31及び保持片32の内面側に、溝部53が形成されたものであり、図9に示す連結具22Dは、基部31及び保持片32の内面側に、凹状部54が形成されたものである。そして、これら連結具22C、22Dは、いずれも上部型枠材13の台形突起部21に嵌合させた際に、溝部53あるいは凹状部54に台形突起部21が食い込むことにより、台形突起部21への係止力が大幅に向上され、さらなる確実な連結状態を維持させることができる。
【0019】
【発明の効果】
以上、説明したように、本発明の型枠材の連結構造によれば、下記の効果を得ることができる。
請求項1記載の型枠材の連結構造によれば、あご型枠材の内面側に形成された突起部の少なくとも上面の傾斜面に倣う面を有する連結具を、相隣接するあご型枠材同士の連結箇所にて配設するとともに、あご型枠材の外側に留金具を配設し、これら連結具と留金具とをあご型枠材同士の接合端面間に挿通させたボルトによって互いに締結固定して、これら連結具と留金具とによってあご型枠材を挟持させることにより、極めて容易に、相隣接するあご型枠材同士を互いに位置決めした状態に連結することができる。そして、このように、あご型枠材を位置決めして連結した状態にて、コンクリートを打設することにより、極めて容易に、パラペットを構築することができる。
つまり、パラペットを構築するにあたって、あご型枠材の長手方向の連結箇所における上下及び面方向へのずれを確実に防止することができ、ずれの補修作業を省略することができ、ずれの補修作業にかかっていた労力をなくすことができるとともに、施工作業の短期化を図ることができる。しかも、あご型枠材同士の目地幅を固定ボルトの径により一定に保持することができ、これにより、目地における防水シーリングの施工の容易化を図ることができるとともに、確実な施工が可能となり防水性能を向上させることができる。
【0020】
請求項2記載の型枠材の連結構造によれば、連結具および/または留金具に形成されためねじへボルトをねじ込むことにより、極めて容易に連結具と留金具とを互いに締結固定することができ、施工作業の簡略化を図ることができる。
【図面の簡単な説明】
【図1】 本発明の実施の形態の型枠材の連結構造を説明する構築途中のパラペットの断面図である。
【図2】 本発明の実施の形態の型枠材の連結構造を説明する構築途中のパラペットの平面図である。
【図3】 本発明の実施の形態の型枠材の連結構造を説明する連結箇所の断面図である。
【図4】 本発明の実施の形態の型枠材の連結構造を説明する連結箇所の平面図である。
【図5】 本発明の実施の形態の型枠材の連結構造に用いられる連結具の形状を説明する連結具の側面図及び正面図である。
【図6】 本発明の実施の形態の型枠材の連結構造に用いられる他の連結具の形状を説明する連結具の側面図及び正面図である。
【図7】 本発明の実施の形態の型枠材の連結構造に用いられる他の連結具の形状を説明する連結具の側面図及び正面図である。
【図8】 本発明の実施の形態の型枠材の連結構造に用いられる他の連結具の形状を説明する連結具の側面図及び正面図である。
【図9】 本発明の実施の形態の型枠材の連結構造に用いられる他の連結具の形状を説明する連結具の側面図及び正面図である。
【符号の説明】
13 上部型枠材(あご型枠材)
21 台形突起部(突起部)
22 連結具
23 座金プレート(留金具)
24 めねじ
26 固定ボルト(ボルト)
C コンクリート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a connecting structure of formwork materials used when a concrete structure (RC structure, SRC structure, etc.) is constructed by placing concrete on site or in a factory.
[0002]
[Prior art]
Conventionally, when constructing a concrete structure, after placing a steel frame or reinforcing bar, surround the steel frame and the reinforcing bar with a wooden formwork, and then put the ready-mixed concrete into the area surrounded by this formwork. The mold was removed after the concrete had hardened.
By the way, this type of wooden formwork material is often thrown away, and its use is being refrained for the purpose of environmental protection and the like. In recent years, instead of this wooden formwork material, it is made of synthetic resin or metal. Formwork materials, or permanent formwork materials such as cement, that is, formwork materials that are embedded together with concrete and become part of a concrete structure are being used.
In particular, a dedicated parapet driving mold material (Japanese Patent Laid-Open No. 6-10454) has been developed as a permanent mold material used for rooftops, veranda parapets or machine foundations.
[0003]
[Problems to be solved by the invention]
By the way, in these mold materials, there is a step at the connecting part when casting concrete due to warpage of each mold material, construction error, etc. It was necessary to perform concrete chipping and grinding work in the wrong place.
Here, in order to eliminate the above-mentioned misunderstanding, a formwork material is used in which concave and convex tongue structures that fit together are formed at the ends. In this case, the size of the structure to be constructed When the formwork material is cut in accordance with the above, there is a problem that the end portion of the formwork material cannot be joined by the tongue structure, and a misplaced portion is generated.
For this reason, using a connector having a U-shaped cross section in Japanese Patent Application No. 7-29874, the adjacent frame members are easily positioned and connected by this connector. Yes.
However, this connector can only be temporarily fixed by restraining the formwork material by the spring force of the connector to prevent mistakes, and it can be used to connect the formwork to withstand the concrete placing pressure. Had to be fixed again with foam ties and pipes.
In addition, it is necessary to form a certain interval in the joints between the mold materials in order to provide waterproof sealing after curing the concrete, but it has been difficult to secure this interval.
[0004]
The present invention has been made in view of the above circumstances, and provides a connecting structure for formwork materials that can extremely easily position adjacent moldwork materials at appropriate intervals and reliably connect them. The purpose is to do.
[0005]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the formwork connection structure according to claim 1 is constructed in such a manner that a parapet is constructed by placing concrete in a jaw formwork that is connected laterally and surrounds the jaw-shaped part of the parapet. In this case, the above-described jaw mold material is provided with a projection portion whose upper surface is inclined on the inner surface side of the jaw mold frame, and has a surface that follows the shape of the upper surface of the projection portion. A connecting tool disposed on the protrusion at the connecting portion, a clasp disposed on the outer side of the jaw mold frame, and the coupling tool inserted between the joint ends of the jaw frame materials. The jaw mold materials are connected to each other by bolts that fasten the clasp and the clasp so as to sandwich the jaw mold materials.
In other words, a connector having a surface that follows the inclined surface of at least the upper surface of the protrusion formed on the inner surface side of the jaw mold frame material is disposed at a connection location between adjacent jaw mold frame materials, and the jaw mold A fastener is provided on the outside of the frame member, and the connecting tool and the fastener are fastened and fixed to each other by a bolt inserted between the joint end surfaces of the jaw-shaped frame members. By sandwiching the mold frame material, the adjacent jaw mold frame materials are connected to each other in a positioned state. And in this way, a parapet can be constructed very easily by placing concrete in a state where the jaw formwork is positioned and connected.
[0006]
The formwork material connection structure according to claim 2 is characterized in that, in the formwork material connection structure according to claim 1, a female screw to which the bolt can be screwed is formed in the connection tool and / or fastener. It is characterized by.
That is, since the bolt is screwed into the screw because it is formed in the connector and / or the fastener, the connector and the fastener are fastened and fixed to each other, and the construction work can be simplified.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of a connecting structure for form materials according to the present invention will be described with reference to the drawings.
In FIG.1 and FIG.2, the code | symbol 11 is a permanent formwork material (formwork material) used when constructing a parapet. The permanent mold member 11 includes a lower mold member 12, an upper mold member 13, and an intermediate mold member 14 disposed between the lower mold member 12 and the upper mold member 13. Yes.
The lower mold member 12, the upper mold member 13, and the intermediate mold member 14 are each composed of a concrete molded body, and are connected to each other by a connecting member 15 formed in an H-shaped cross section.
The permanent mold frame member 11 connected and installed in this way by the connecting member 15 is arranged in a state in which the reinforcing bar 19 is surrounded by a separator 18 on a normal plywood mold member member 17 provided on the opposite side. Concrete C is placed between the permanent mold member 11 and the mold member 17, and a concrete structure, here a parapet, is constructed with the concrete C.
[0008]
As shown in FIGS. 3 and 4, trapezoidal protrusions 21 having a trapezoidal cross section in the longitudinal direction are formed on the inner surface side of the upper mold member 13, and these trapezoidal protrusions are formed. In 21, a connecting tool 22 is fitted and disposed so as to straddle the adjacent upper formwork members 13 at a connecting portion in the horizontal direction. Further, on the outer surface side of the upper mold member 13, a washer plate 23 is disposed at a position facing the connector 22 so as to straddle the adjacent upper mold members 13.
[0009]
As shown in FIG. 5, a female screw 24 is formed at a substantially central position of the connector 22, and an insertion hole 25 is formed at a substantially central position of the washer plate 23. Then, the fixing bolt 26 inserted into the insertion hole 25 of the washer plate 23 from the outer surface side of the upper mold member 13 is inserted between the joining end surfaces of the upper mold member 13, and the female screw 24 of the connector 22. The connecting tool 22 and the washer plate 24 are fastened and fixed to each other, whereby the upper mold materials 13 are connected to each other.
The connector 22 is formed by, for example, bending or extruding, and has a shape in which holding pieces 32 are raised on both sides of the base portion 31. The holding pieces 32 are spaced apart from each other at the base portion. 31 is gradually widened from the connecting portion with the tip 31 toward the distal end side, and is formed in a cross-sectional C shape. In other words, the distance between the holding pieces 32 of the connector 22 is such that the distance L2 on the distal end side is wider than the distance L1 on the base 31 side, and is parallel or narrower to the trapezoidal protrusion 21 of the upper mold member 13. Is formed.
[0010]
In addition, the distance L1 on the connection side of the connecting piece 22 to the base 31 of the holding piece 32 is formed narrower than the width dimension of the trapezoidal protrusion 21 of the upper mold member 13. Therefore, when the connecting tool 22 is fitted to the trapezoidal protrusion 21 and the fixing bolt 26 is tightened, the wedge effect works, the upper mold materials 13 are reliably positioned and held, and are firmly fixed. It is like that.
[0011]
In FIG. 1, reference numeral 41 denotes a connecting rod connected to the separator 18, and reference numeral 42 denotes a fastening metal provided on the connecting rod 41. By fastening a nut 43 to the connecting rod 41, a fastening hardware 42 is provided. Thus, the formwork 17 is supported on the separator 18 through the vertical end thick 44 and the horizontal end thick 45.
[0012]
Next, the construction procedure of the parapet using the upper mold member 13, the lower mold member 12, and the intermediate mold member 14 will be described.
First, the reinforcing bar 19 is arranged on the top floor of the building, and the lower mold member 12, the upper mold member 13, and the intermediate mold member 14 are connected by the connecting member 15 so as to surround the reinforcing bar 19. The permanent mold member 11 is assembled, and the permanent mold member 11 and the normal mold member 17 are connected by the separator 18.
[0013]
Here, at the connecting portion in the longitudinal direction of the upper mold member 13 constituting the permanent mold member, the connecting tool 22 is fitted to the trapezoidal protrusion 21 formed on the inner surface thereof, and the outer member is connected to the outer surface. The washer plate 23 is disposed, and the fixing bolt 26 is inserted into the insertion hole 25 from the outside of the washer plate 23, and the fixing bolt 26 is screwed into the female screw 24 of the connector 22 and tightened.
In this way, the holding piece 32 of the connector 22 acts as a wedge, and the connector 22 is attached in a state in which the trapezoidal protrusion 21 of the upper mold member 13 is restrained. Are connected in the longitudinal direction in a state of being positioned by the connector 22.
[0014]
In this state, concrete C is placed between the permanent mold member 11 and the mold member 17, and the mold member 17 is removed to cure the concrete C.
If it does in this way, a parapet will be constructed by this permanent formwork material 11 and concrete C.
[0015]
As described above, according to the connection structure of the mold material by the connection tool 22 of the present embodiment, the connection tool 22 having a surface that follows the trapezoidal protrusion 21 formed on the inner surface side of the upper mold material 13. Is disposed at a connection point between the adjacent upper mold members 13, a washer plate 23 is disposed outside the upper mold member 13, and a fixing bolt 26 is inserted into the insertion hole 25 of the washer plate 23. By inserting and inserting into the gap between the joining end surfaces of the upper mold member 13, screwing in and tightening the female screw 24 of the connector 22, and sandwiching the upper mold member 13 between the connector 22 and the washer plate 23. It is very easy to connect the adjacent upper mold materials 13 in a state where they are positioned with respect to each other. That is, by positioning and connecting the upper mold member 13 constituting the mold member 17 in the longitudinal direction, the entire mold member 17 can also be positioned and connected in the longitudinal direction.
[0016]
Thereby, the up-down and surface direction shift | offset | difference in the connection location of the longitudinal direction of the formwork material 17 can be prevented reliably, and the repair work of a shift | offset | difference can be abbreviate | omitted. Therefore, it is possible to eliminate the labor required for the repair work of the shift and to shorten the construction work. In addition, the joint width between the formwork members 17 can be kept constant by the diameter of the fixing bolt 26, thereby facilitating the construction of the waterproof sealing at the joint and making sure construction possible. Waterproof performance can be improved.
[0017]
Next, a connector having another shape will be described with reference to the drawings.
The connecting tool 22A shown in FIG. 6 has a locking portion 51 that protrudes toward the trapezoidal protruding portion 21 of the upper mold member 13 on the inner surface side of the base portion 31 and the holding piece 32. FIG. The connecting tool 22 </ b> B shown is formed by forming a protrusion 52 that protrudes toward the trapezoidal protrusion 21 of the upper mold member 13 on the inner surface side of the base 31 and the holding piece 32. Then, when these coupling tools 22A and 22B are fitted to the trapezoidal protrusion 21 of the upper mold member 13, the locking part 51 or the protrusion 52 bites into the trapezoidal protrusion 21, so that the trapezoidal protrusion The locking force to 21 is greatly improved, and a further reliable connection state can be maintained.
[0018]
8 has a groove 53 formed on the inner surface side of the base portion 31 and the holding piece 32, and the connecting device 22D shown in FIG. 9 has an inner surface side of the base portion 31 and the holding piece 32. In addition, a concave portion 54 is formed. Then, when these connecting tools 22C and 22D are fitted to the trapezoidal protrusion 21 of the upper mold member 13, the trapezoidal protrusion 21 bites into the groove 53 or the concave portion 54, so that the trapezoidal protrusion 21 The locking force to the is greatly improved, and a more reliable connection state can be maintained.
[0019]
【The invention's effect】
As described above, according to the connection structure of the form material of the present invention, the following effects can be obtained.
According to the connection structure of the mold material according to claim 1, the connecting tool having a surface that follows the inclined surface of at least the upper surface of the protrusion formed on the inner surface side of the jaw mold material is adjacent to the jaw mold material. In addition to being arranged at the connection point between each other, fasteners are arranged outside the jaw frame material, and these connectors and fasteners are fastened together by bolts inserted between the joint end surfaces of the jaw frame materials. By fixing and clamping the jaw-shaped frame material by the coupling tool and the clasp, the adjacent jaw-shaped frame materials can be very easily connected to each other in a positioned state. In this way, a parapet can be constructed very easily by placing concrete in a state in which the chin-shaped frame members are positioned and connected.
In other words, when constructing the parapet, it is possible to reliably prevent the vertical and horizontal displacements at the longitudinal connection points of the chin mold material, and the displacement repair work can be omitted, and the displacement repair work. In addition to eliminating the labor required for the construction work, the construction work can be shortened. In addition, the joint width between the chin frame materials can be kept constant by the diameter of the fixing bolt, which makes it easier to perform waterproof sealing on the joint and ensures reliable construction and is waterproof. Performance can be improved.
[0020]
According to the connection structure of the formwork material according to claim 2, the connection tool and the fastener can be fastened and fixed to each other very easily by screwing the bolt into the screw because it is formed on the connector and / or the fastener. It is possible to simplify the construction work.
[Brief description of the drawings]
BRIEF DESCRIPTION OF DRAWINGS FIG. 1 is a cross-sectional view of a parapet in the middle of construction, illustrating a structure for connecting formwork members according to an embodiment of the present invention.
FIG. 2 is a plan view of a parapet that is in the middle of construction, illustrating a connecting structure of formwork members according to an embodiment of the present invention.
FIG. 3 is a cross-sectional view of a connecting portion for explaining a connecting structure of formwork members according to an embodiment of the present invention.
FIG. 4 is a plan view of a connecting portion for explaining a connecting structure of formwork members according to an embodiment of the present invention.
FIGS. 5A and 5B are a side view and a front view of a connection tool for explaining the shape of the connection tool used in the form material connection structure according to the embodiment of the present invention. FIGS.
FIGS. 6A and 6B are a side view and a front view of a connection tool for explaining the shape of another connection tool used in the connection structure for formwork members according to the embodiment of the present invention.
FIGS. 7A and 7B are a side view and a front view of a connecting tool for explaining the shape of another connecting tool used in the connecting structure for formwork members according to the embodiment of the present invention.
FIGS. 8A and 8B are a side view and a front view of a connecting tool for explaining the shape of another connecting tool used in the connecting structure for formwork members according to the embodiment of the present invention.
FIGS. 9A and 9B are a side view and a front view of a connecting tool for explaining the shape of another connecting tool used in the connecting structure for formwork members according to the embodiment of the present invention. FIGS.
[Explanation of symbols]
13 Upper formwork (chin formwork)
21 Trapezoidal protrusion (protrusion)
22 connector 23 washer plate
24 Female thread 26 Fixing bolt (bolt)
C concrete

Claims (2)

横方向に連設してパラペットのあご状部を囲むあご型枠材内にコンクリートを打設してパラペットを構築することにおいて、
上記あご型枠の内面側に上面が傾斜面とされた突起部が設けられてなり、該突起部の上面の形状に倣う面を有し、相隣接する上記あご型枠材同士の連結箇所にて上記突起部に配設される連結具と、上記あご型枠の外側に配設される留金具と、上記あご型枠材同士の接合端部間に挿通されて上記連結具と留金具とを上記あご型枠材を挟持させるように締結するボルトとによって上記あご型枠材同士が連結されていることを特徴とする型枠材の連結構造。
In constructing a parapet by placing concrete in a chin mold that surrounds the chin-shaped part of the parapet in a lateral direction,
A protrusion having an inclined upper surface is provided on the inner surface side of the jaw mold, and has a surface that follows the shape of the upper surface of the protrusion. A connecting tool disposed on the protrusion, a clasp disposed on the outside of the jaw mold frame, and the coupling tool and the clasp inserted between joint ends of the jaw mold materials. The above-mentioned jaw mold materials are connected to each other by bolts that fasten the jaw mold materials so as to sandwich the jaw mold materials.
上記連結具および/または留金具に、上記ボルトが螺合可能なめねじが形成されていることを特徴とする請求項1記載の型枠材の連結構造。2. The formwork connection structure according to claim 1, wherein a female thread capable of screwing the bolt is formed on the connection tool and / or the clasp.
JP02481498A 1998-02-05 1998-02-05 Formwork connection structure Expired - Fee Related JP3799154B2 (en)

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Application Number Priority Date Filing Date Title
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CN103397728B (en) * 2013-08-22 2015-06-17 江苏中南建筑产业集团有限责任公司 Formwork panel dismountable and thickness adjustable combined steel bar truss floor bearing plate
CN109057321B (en) * 2018-11-16 2019-02-15 上海建工集团股份有限公司 Integral steel platform mould bases super large bearing capacity attached wall system and construction method
CN110593563B (en) * 2019-10-22 2024-05-03 安阳师范学院 Structure that combination and roughness of concrete form were adjusted

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