JP2009046888A - Reinforcement fixing bracket - Google Patents

Reinforcement fixing bracket Download PDF

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Publication number
JP2009046888A
JP2009046888A JP2007214230A JP2007214230A JP2009046888A JP 2009046888 A JP2009046888 A JP 2009046888A JP 2007214230 A JP2007214230 A JP 2007214230A JP 2007214230 A JP2007214230 A JP 2007214230A JP 2009046888 A JP2009046888 A JP 2009046888A
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Japan
Prior art keywords
reinforcing bar
foundation
formwork
fixing bracket
present
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JP2007214230A
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Japanese (ja)
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Haruo Ikejima
治男 池島
Toshiro Ogawa
俊郎 小川
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Priority to JP2007214230A priority Critical patent/JP2009046888A/en
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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a fixing bracket for reinforcements and form boards, which contributes to safe, positive, and low-cost execution of foundation construction work. <P>SOLUTION: According to the structure of the fixing bracket having a width equal to a foundation width, depressions and locking mechanisms for reinforcements to be arranged are formed on an upper surface thereof, and fixing guides for the form boards are arranged on both sides of the bracket. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は住宅等小構造物の基礎工事に係るものである。 The present invention relates to foundation work for small structures such as houses.

従来、住宅等小構造物の基礎工事はその手段としてまず床掘り、砕石地業、捨てコンクリート打設、後、型枠組立、配筋(鉄筋組立)、鉄筋スペーサー配置、ベースコンクリート打設となり、その後ベースコンクリートの硬化を待って型枠のばらし、埋め戻しといった方法が一般的に行われている。 Conventionally, the foundation work of small structures such as houses is first digging floors, crushed stone, throwing away concrete, then formwork assembly, reinforcement (rebar assembly), reinforcing bar spacer placement, base concrete placement, After that, after the base concrete is hardened, a method of releasing the formwork and backfilling is generally performed.

基礎工事を従来手順で行う際、特に正確さを要求される捨てコンクリート打設以後の型枠組立、配筋(鉄筋組立)、鉄筋スペーサー配置までの工程の作業手順の改善が強く求められていた。完成後の目視検査も不可能であり、構造物にとって最重要な要素の一つである基礎においては、型枠の組立精度はもちろん、鉄筋の配置も鉄筋スペーサーと共に決められた位置を確実に保持されなければならないのであるが、従来手順では型枠側板や鉄筋及び鉄筋スペーサーを打設された捨てコンクリート上にて設計図通りに組み立てるのは熟練を要する手間と時間のかかるものであった。又、固定されていない鉄筋と鉄筋スペーサーはベースコンクリート打設時にコンクリートの圧力で位置ずれを起こしやすかった。 When carrying out foundation work using conventional procedures, there was a strong demand for improvements in the work procedures of the process from formwork assembly, bar arrangement (reinforcement assembly), and reinforcement spacer arrangement after the placement of discarded concrete, which required accuracy. . Visual inspection after completion is impossible, and on the foundation, which is one of the most important elements for the structure, the assembly accuracy of the formwork as well as the arrangement of the reinforcing bars is securely held in place with the reinforcing bar spacers. However, in the conventional procedure, assembling according to the design drawing on the abandoned concrete on which the formwork side plates, the reinforcing bars and the reinforcing bar spacers are placed is time-consuming and time-consuming. In addition, unfixed reinforcing bars and reinforcing bar spacers were liable to be displaced due to the concrete pressure when placing the base concrete.

本発明は上記従来の課題を解決するためになされたものであり、その一つの目的は、専用の器具の使用により熟練者でなくても正確な型枠の組立や鉄筋及び鉄筋スペーサーの位置決めを短時間に行うことのできる作業手順を提供することである。又、作業性に優れた作業手順により、作業者の熟練の度合に左右されることなく安全性にも優れた基礎工法を提供することである。 The present invention has been made to solve the above-described conventional problems, and one object of the present invention is to accurately assemble a formwork and position a reinforcing bar and a reinforcing bar spacer by using a dedicated instrument, even if it is not an expert. It is to provide a work procedure that can be performed in a short time. Another object of the present invention is to provide a basic construction method that is excellent in safety without depending on the skill level of the worker by the work procedure excellent in workability.

上記課題を解決するために本発明は、鉄筋固定金具1の両端に基礎幅となる垂直面2を設けることにより正確な基礎幅の確保が可能とされ、さらに基礎幅内側及び捨てコンクリート上面の適切な位置に配筋用鉄筋を載置支持するくぼみ3があり、その周囲に鉄筋のロック機構4が構成されている。
In order to solve the above-mentioned problems, the present invention makes it possible to secure an accurate foundation width by providing the vertical surfaces 2 serving as the foundation width at both ends of the reinforcing bar fixing metal 1. There is a recess 3 for placing and supporting the reinforcing bar at a proper position, and a reinforcing bar lock mechanism 4 is formed around the recess 3.

又、鉄筋固定金具1両端垂直面2の外側には型枠側板固定用ガイド5が設けられているが、基礎の設置場所や型枠側板の使用方法次第では片方もしくは両方省略しても良い。 Further, although the formwork side plate fixing guide 5 is provided outside the vertical surfaces 2 at both ends of the rebar fixing metal fitting 1, one or both may be omitted depending on the installation location of the foundation and the method of using the formwork side plate.

本発明の鉄筋固定金具によれば、その鉄筋固定金具両端に設けられた垂直面が基礎幅に形成されており、型枠側板も捨てコンクリート上に配置された鉄筋固定金具の垂直面に押し当てるだけで正確な基礎幅を簡単に実現できる。 According to the reinforcing bar fixing bracket of the present invention, the vertical surfaces provided at both ends of the reinforcing bar fixing bracket are formed in the foundation width, and the formwork side plates are also pressed against the vertical surfaces of the reinforcing bar fixing brackets disposed on the concrete. A simple foundation width can be easily realized.

又、鉄筋固定金具にはその基礎寸法に見合う位置に鉄筋受のくぼみがロック機構と共に形成されたことにより、ベースコンクリートの注入圧力にも位置ずれの発生がない配筋を行うことができる。 In addition, the reinforcing bar fitting is formed with a lock mechanism at a position corresponding to the basic dimensions of the reinforcing bar, so that the bar can be arranged without causing any positional shift even in the injection pressure of the base concrete.

又、鉄筋固定金具両端垂直面外側に設けられた型枠側板固定ガイドにより、従来工法による時間と手間のかかる盛土等による型枠側板の固定と比べて、より正確に早くしかも簡単に実現できる。 Further, the mold side plate fixing guides provided on the outer side of the vertical surfaces of both ends of the reinforcing bar fixing metal can be realized more accurately and quickly than the fixing of the side plate of the mold side by banking or the like which requires time and labor.

以下、添付図面を参照しつつ本発明の鉄筋固定金具について説明する。本発明の鉄筋固定金具は、住宅等小構造物の基礎工事におけるベースコンクリート打設のための型枠及び配筋の組立を行う際に好適な鉄筋固定金具である。図1は本発明の鉄筋固定金具の正面図、図2は平面図である。 Hereinafter, the reinforcing bar fixing bracket of the present invention will be described with reference to the accompanying drawings. The rebar fixing metal fitting of the present invention is a rebar fixing metal fitting suitable for assembling a formwork and bar arrangement for base concrete placement in foundation work for small structures such as houses. FIG. 1 is a front view of a rebar fixing metal fitting according to the present invention, and FIG. 2 is a plan view.

本実施形態では鉄筋固定金具1は図1、図2に示すように両端に基礎幅となる垂直面2を有し、その両端より内側には基礎幅に見合った位置に鉄筋11を支持するくぼみ3が設けられ、その周囲には鉄筋11を確実にロックするための突起4が形成されている。 In this embodiment, as shown in FIGS. 1 and 2, the rebar fixing bracket 1 has a vertical surface 2 serving as a base width at both ends, and a recess for supporting the rebar 11 at a position corresponding to the base width inside the both ends. 3, and a protrusion 4 is formed around the reinforcing bar 11 for securely locking the reinforcing bar 11.

又、本実施形態では鉄筋固定金具1の両端垂直面2の外側には型枠側板9の厚みに合わせて側板固定用ガイド5が形成されている。そして捨てコンクリート8との接地面にはアンカーボルト孔6が設けられ、配筋の位置を決め作業を確実に行うことができる。 In the present embodiment, side plate fixing guides 5 are formed on the outer sides of the both end vertical surfaces 2 of the reinforcing bar fixing metal 1 in accordance with the thickness of the formwork side plate 9. An anchor bolt hole 6 is provided on the ground contact surface with the discarded concrete 8, so that the position of the bar arrangement can be determined and the work can be performed reliably.

次に図3から図5を参照しつつ、本発明の鉄筋固定金具1の型枠及び配筋組立における実施形態に係る作用について説明する。図3に示すように、従来の基礎工事の工法ではそれぞれがばらばらの型枠側板9や鉄筋11、鉄筋スペーサー10等を床掘りされた狭いスペースでの型枠・配筋の組立作業は熟練を必要とし、時間と手間のかかる作業であった。
Next, with reference to FIG. 3 to FIG. 5, the operation according to the embodiment of the rebar fixing bracket 1 according to the present invention in the formwork and bar arrangement will be described. As shown in FIG. 3, in the conventional foundation construction method, assembling work of formwork and bar arrangement in a narrow space in which the formwork side plate 9, the reinforcing bar 11, the reinforcing bar spacer 10, etc., which are separated from each other, are skillful. It was necessary and time consuming.

そして本実施形態では図4に示すようにアンカー孔を有し基礎幅を設定された鉄筋固定金具1の使用により、型枠側板9と鉄筋11の位置をベースコンクリートの注入圧力にも耐えて保持することができ、型枠・配筋の組立作業を容易に短時間に行うことができる。図5はその基礎の平面説明図である。 In the present embodiment, as shown in FIG. 4, the position of the formwork side plate 9 and the reinforcing bar 11 is maintained withstand the pouring pressure of the base concrete by using the reinforcing bar fixing metal 1 having an anchor hole and a base width set. Therefore, the assembly work of the formwork and bar arrangement can be easily performed in a short time. FIG. 5 is an explanatory plan view of the foundation.

さらに本実施形態ではベースコンクリート打設、硬化後の型枠側板9の解体作業においても型枠側板9の固定方法が、本発明の鉄筋固定金具1の両端垂直面2の外側に設けられた型枠側板ガイド5への挿入固定のため簡単に解体作業を行うことができる。 Furthermore, in the present embodiment, the mold side plate 9 is fixed on the outside of the both ends vertical surface 2 of the reinforcing bar fixing metal 1 of the present invention in the base concrete placing and disassembling work of the mold side plate 9 after hardening. Since the frame side plate guide 5 is inserted and fixed, the disassembly work can be easily performed.

以上説明した本発明の鉄筋固定金具は、上記した実施形態のみの構成に限定されるものではなく、特許請求の範囲に記載した本発明の本質を逸脱しない範囲において任意の改変を行ってもよい。特に材質的には、海岸の塩害防止には基礎本体のベースコンクリートと同質物性がよい。 The rebar fixing metal fitting of the present invention described above is not limited to the configuration of the above-described embodiment alone, and may be arbitrarily modified without departing from the essence of the present invention described in the claims. . In particular, the same physical properties as the base concrete of the foundation body are good for preventing salt damage on the coast.

本発明の鉄筋固定金具は、住宅・倉庫・塀等の型枠及び配筋の組立が必要とされる基礎工事においてはあらゆる場面において適用可能である。 The rebar fixing metal fittings of the present invention can be applied to all scenes in foundation work that requires assembly of formwork and bar arrangements such as houses, warehouses, and fences.

本発明の実施形態に係る鉄筋固定金具の正面図であるIt is a front view of the reinforcing bar fixing metal fitting according to the embodiment of the present invention. 図1の平面図であるIt is a top view of FIG. 従来工法による基礎の断面説明図であるIt is sectional explanatory drawing of the foundation by a conventional construction method. 図1の実施形態に係る基礎の断面説明図であるIt is a section explanatory view of the foundation concerning the embodiment of FIG. 図1の実施形態に係る基礎の平面説明図であるIt is a plane explanatory view of the foundation concerning the embodiment of FIG.

符号の説明Explanation of symbols

1 鉄筋固定金具
2 垂直面
3 鉄筋受くぼみ
4 鉄筋固定用突起
5 型枠側板固定ガイド
6 アンカーボルト孔
7 砕石地ならし部分
8 捨てコンクリート部分
9 型枠側板
10 従来工法の鉄筋スペーサー
11 鉄筋
12 型枠側板安定用盛土
13 ベースコンクリート
DESCRIPTION OF SYMBOLS 1 Reinforcing bar fixture 2 Vertical surface 3 Reinforcing bar recess 4 Reinforcing bar fixing projection 5 Formwork side plate fixing guide 6 Anchor bolt hole 7 Crushed stone leveling part 8 Discarded concrete part 9 Formwork side plate 10 Reinforcing bar spacer 11 Reinforcement 12 Form side plate Stable fill 13 Base concrete

Claims (2)

基礎幅・両端に垂直面があり、上面に鉄筋を載置支持するくぼみがあって、そのくぼみ周囲に設置された鉄筋をロックする機構を設けたことを特徴とする鉄筋固定金具。   Reinforcing bar fixing bracket, characterized in that the foundation width has vertical surfaces at both ends, and there is a recess on the upper surface where the reinforcing bar is placed and supported, and a mechanism for locking the reinforcing bar installed around the recess is provided. 基礎幅・両端の垂直面には型枠側面板固定用ガイドが設けられていることを特徴とする請求項1記載の鉄筋固定金具。   The reinforcing bar fixing bracket according to claim 1, wherein guides for fixing the form side plates are provided on the vertical surfaces of the foundation width and both ends.
JP2007214230A 2007-08-21 2007-08-21 Reinforcement fixing bracket Pending JP2009046888A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007214230A JP2009046888A (en) 2007-08-21 2007-08-21 Reinforcement fixing bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007214230A JP2009046888A (en) 2007-08-21 2007-08-21 Reinforcement fixing bracket

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JP2009046888A true JP2009046888A (en) 2009-03-05

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JP2007214230A Pending JP2009046888A (en) 2007-08-21 2007-08-21 Reinforcement fixing bracket

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011153482A (en) * 2010-01-28 2011-08-11 Nsp Corp Reinforcement spacer
DE202013101287U1 (en) * 2013-03-25 2014-06-26 Sven Obernolte Holders for reinforcing steels

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011153482A (en) * 2010-01-28 2011-08-11 Nsp Corp Reinforcement spacer
DE202013101287U1 (en) * 2013-03-25 2014-06-26 Sven Obernolte Holders for reinforcing steels

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