JP2009057726A - Bolt to be used to form concrete formwork - Google Patents

Bolt to be used to form concrete formwork Download PDF

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JP2009057726A
JP2009057726A JP2007224777A JP2007224777A JP2009057726A JP 2009057726 A JP2009057726 A JP 2009057726A JP 2007224777 A JP2007224777 A JP 2007224777A JP 2007224777 A JP2007224777 A JP 2007224777A JP 2009057726 A JP2009057726 A JP 2009057726A
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bolt
concrete
concrete formwork
formwork
head
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Kenichi Hiraga
健一 平賀
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bolt easy to fasten/unfasten when used to fix metal rib materials to both ends and the intermediate of a weir plate. <P>SOLUTION: The bolt 5 is used to form a concrete formwork 1. A stick piece 6 to be bitten into the sheathing board 2 is formed on the head of the bolt 5, and the bolt 5 is driven from the side of the sheathing board 2 into insertion holes 4 of the rib material 3 and the sheathing board 2. Thus, the idling of the bolt 5 is prevented to allow easy fastening/unfastening of a nut. After concrete is placed, the rib material 3 as an obstacle portion is easily dismounted in the state that the sheathing board 2 is left, and so the formwork is easily removed. Removal of the bolt 5 is facilitated when replacing the sheathing board 2. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、コンクリート型枠の形成に用いるボルトに関するものである。   The present invention relates to a bolt used for forming a concrete formwork.

コンクリート構造物である壁体の施工時におけるコンクリートの打設に際しては、コンクリート構造物の力骨となる鉄筋の配筋が完了したのち、その両側にコンクリート型枠(以下、単に型枠と言うことがある。)を連設し、この時、対抗するコンクリート型枠間に型枠を所要間隔に維持するようにセパレート部材を配置するとともに、前記セパレート部材により対抗するコンクリート型枠を緊締し、さらに、コンクリート打設時にコンクリート型枠に作用する荷重を支持するようにコンクリート型枠の背面を支持するバタ材を配置固定し、この様にして一体的に構築されたコンクリート型枠間にコンクリートを供給する(流し込む)ことによりコンクリート構造物の施工が行われる。 When placing concrete during the construction of a wall that is a concrete structure, after the reinforcement of the reinforcing bars that are the backbone of the concrete structure is completed, the concrete formwork (hereinafter simply referred to as the formwork) is placed on both sides of the reinforcement. In this case, a separate member is arranged between the opposing concrete molds so as to maintain the molds at a required interval, and the opposing concrete molds are tightened by the separate members, and Deploying and fixing the butter material that supports the back of the concrete formwork so as to support the load acting on the concrete formwork when placing concrete, and supplying concrete between the concrete formwork constructed in this way By doing (casting), the construction of the concrete structure is performed.

コンクリート型枠の構造は、ラワン合板等のせき板に骨格となる桟木を、せき板に釘等の固定部材を用いて型枠を形成する方法が一般的に多用されている。しかし、木質性の桟木では節などによる強度の不安定および歪等により材質の安定性が劣る欠点がある。 As for the structure of the concrete formwork, a method in which a formwork is generally used by using a crosspiece as a skeleton on a piling board such as a lauan plywood and a fixing member such as a nail on the piling board. However, wooden piers have the disadvantage that the stability of the material is inferior due to the instability of the strength due to the nodes and the distortion.

このようなことから近年において、コンクリート型枠の製作手間を削減して、反復使用を可能とし、コストダウンを図ることを目的とする、クリップ孔を一定間隔に穿孔してなる耐久性と安定性に優れる、金属製のリブ材をラワン合板等のせき板に係止溝の有する皿頭ボルトを用いて固定するコンクリート型枠が注目されるようになった。 Because of this, in recent years, the durability and stability of drilling clip holes at regular intervals, aiming to reduce the cost of manufacturing concrete formwork, enable repeated use, and reduce costs. In particular, a concrete formwork for fixing a metal rib member to a plate such as a lauan plywood using a countersunk head bolt having a locking groove has attracted attention.

しかし、クリップ孔を一定間隔に穿孔した骨格となる金属製のリブ材をコンパネ等のせき板の両端および中間部に、係止溝を有する皿頭ボルトを用いて固定するコンクリート型枠については、コンクリート打設後の型枠解体時において、両端に固定されたリブ材が支障となる場合、せき板を残置した状態で金属製のリブ材を取外すことは、皿頭ボルトの空回りによりナットの取外しが困難であることと、型枠解体後のせき板を取替えるに際して皿頭ボルトの係止溝がコンクリートの充填により、ボルトの空回りを防止するためのドライバーを係止することが困難である。
特開2006−207367号公報 特開2001−262825号公報
However, for the concrete formwork to fix the metal rib material that becomes a skeleton with clip holes perforated at fixed intervals, using countersunk head bolts having locking grooves at both ends and the middle part of a panel such as a control panel, When disassembling the formwork after placing concrete, if the rib material fixed at both ends becomes an obstacle, removing the metal rib material with the slat remaining is the removal of the nut due to the idle rotation of the countersunk head bolt. It is difficult to lock the screwdriver for preventing the bolt from spinning around due to the filling of the locking groove of the countersunk head bolt with concrete when replacing the plate after dismantling the formwork.
JP 2006-207367 A JP 2001-262825 A

本発明は前述の諸点に鑑みなされたもので、骨格となる金属製のリブ材をラワン合板であるコンパネあるいは合成樹脂のせき板(以下、単にせき板と言うこともある。)の両端および中間部に前記金属製のリブ材を固定するために用いるボルトであって、該ボルトの締付けおよび取外しを容易にする新規なボルトの形態を提供する。 The present invention has been made in view of the above-described points, and a metal rib material serving as a skeleton is a lavan plywood panel or a synthetic resin slat (hereinafter also simply referred to as a slat). Provided is a bolt used to fix the metal rib member to a portion, and a new bolt configuration that facilitates tightening and removal of the bolt.

本発明は前述の諸点に鑑みなされたものであって、コンクリート型枠の製作において、クリップ孔を一定間隔に穿孔した骨格となる金属製のリブ材をせき板の両端および中間部に固定するボルトの空回りを防止するため、ボルトの頭部にせき板に食込む刺突片を形成した前記ボルトを、せき板のボルト挿通孔に打ち込みリブ材を挿着し、片方向からナットの締付けまたは取外しを可能にすることにある。 The present invention has been made in view of the above-described points, and in manufacturing a concrete formwork, a bolt for fixing a metal rib material, which is a skeleton with perforated clip holes at fixed intervals, to both ends and an intermediate portion of a dam plate In order to prevent idle rotation of the bolt, the bolt formed with a piercing piece that bites into the dam plate on the bolt head is driven into the bolt insertion hole of the dam plate, and the rib material is inserted, and the nut is tightened or removed from one direction. Is to make it possible.

本発明にあっては、ボルトの頭部にせき板に食込む刺突片を形成したことにより空回りを防止することで、相手を必要とせず片方向からナットの回転をインパクトドライバー等の工具を用い片手で操作することができることと、コンクリート型枠の解体時に支障となる分部のリブ材を、せき板を残置した状態で取外すことを可能にしたことでコンクリート型枠の解体を有利にする。したがって、相手を必要とせず、片方向からナットを回転させてボルトの取替えを行うことで、作業性の向上効果を得ることになる。 In the present invention, by forming a piercing piece that bites into the dam plate on the head of the bolt, it is possible to prevent rotation of the nut and to rotate a nut from one direction without using a partner, such as an impact driver. It is possible to operate with one hand, and it is possible to remove the rib material of the part that interferes with the dismantling of the concrete formwork with the retaining plate remaining, making the dismantling of the concrete formwork advantageous . Therefore, an effect of improving workability can be obtained by replacing the bolt by rotating the nut from one direction without requiring a counterpart.

ボルトの頭部に二股、三股、四股等を有する、せき板に食込む刺突片を形成したボルトをせき板の材質に応じて使い分け、リブ材とせき板に穿孔された挿通孔にせき板側からボルトの頭部を打ち込みリブ材を片方向からナットにより締付けまたは取外すことが可能となり、コンクリート打設後において、支障となる部分のリブ材を取外すことを容易にする。詳しくは、内部型枠のように四方で囲まれて複数連設するコンクリート型枠の場合は、バールを差し込む隙間がないため、先ず、連設するコンクリート型枠の支障となるリブ材を取外し隣接する相手側のリブ材に穿設されたクリップ孔にバール14の先端を挿し込みこねることで脱型が容易になる。二枚目からは隣接する型枠がなくなり、バール14の挿し込みが容易となる。 Bolts that have bifurcated, trifurcated, quadrupled, etc. on the head of the bolt, which are formed with piercing pieces that bite into the plate, are used according to the material of the plate, and the plate is inserted into the insertion hole drilled in the rib material and plate The head of the bolt is driven in from the side, and the rib member can be tightened or removed from one direction with a nut, so that it becomes easy to remove the rib member in the part that becomes an obstacle after placing concrete. Specifically, in the case of a concrete form that is surrounded by four sides like an internal formwork and has a plurality of continuous lines, there is no gap to insert the bar, so first remove the rib material that interferes with the concrete formwork to be placed next to it. Demolding is facilitated by inserting the tip of the burl 14 into the clip hole formed in the mating rib member. From the second sheet, there is no adjacent mold, and the insertion of the burl 14 is facilitated.

以下、本発明を図示の実施例に基づいてさらに詳述するが、本発明はこれに限定されるものではなく、本発明の技術的思想を逸脱しない範囲において適宜変更を加えうるものであることは勿論であることを理解されたい。 Hereinafter, the present invention will be described in more detail based on the embodiments shown in the drawings. However, the present invention is not limited to this, and can be appropriately modified without departing from the technical idea of the present invention. Of course it should be understood.

図1は、使用状態を示す部分側面図であって、コンクリート型枠1はせき板2とリブ材3に穿孔された挿通孔4にせき板2側からボルト5を挿し込み、金槌等で打ち込むことでボルト5の頭部に形成された刺突片6がせき板2に食込み係止定着する。次いで、ナット7を螺合し、インパクトドライバー等の工具を用いて締付けることで、リブ材3はせき板2に固定し、コンクリート型枠1が形成される。 FIG. 1 is a partial side view showing a state of use, in which a concrete mold 1 is inserted into a through hole 4 drilled in a plate 2 and a rib member 3 from the side of the plate 2 and driven with a hammer or the like. As a result, the piercing piece 6 formed on the head of the bolt 5 bites into the dam plate 2 and is fixed. Next, the nut 7 is screwed and tightened using a tool such as an impact driver, so that the rib material 3 is fixed to the dam plate 2 and the concrete mold 1 is formed.

図2は、頭部に釘状の刺突片6を2箇所形成したボルト5の側面図であり、図3は、頭部に釘状の刺突片6を3箇所形成したボルト5の側面図であり、図4は、頭部に釘状の刺突片6を4箇所形成したボルト5の側面図である。それぞれのボルト5は、せき板2の材質により使い分ける。 2 is a side view of the bolt 5 in which two nail-like piercing pieces 6 are formed on the head, and FIG. 3 is a side view of the bolt 5 in which three nail-like piercing pieces 6 are formed on the head. FIG. 4 is a side view of the bolt 5 in which four nail-like piercing pieces 6 are formed on the head. Each bolt 5 is properly used depending on the material of the dam plate 2.

図5は、頭部の刺突片6を示す図2のA−A線断面図である。図6は、頭部の刺突片6を示す図3のB−B線断面図である。図7は、頭部の刺突片6を示す図4のC−C線断面図である。 FIG. 5 is a cross-sectional view taken along line AA of FIG. 2 showing the piercing piece 6 of the head. FIG. 6 is a cross-sectional view taken along line BB in FIG. 3 showing the piercing piece 6 of the head. FIG. 7 is a cross-sectional view taken along the line CC of FIG. 4 showing the piercing piece 6 of the head.

図8は、コンクリート型枠解体状況を示す断平面図であり、コンクリート打設後において、四方で囲まれた内部型枠などはバール14を差し込む隙間がないため、連設するコンクリート型枠1の片方側のリブ材3を取外し相手側のリブ材3に穿設されたクリップ孔15にバール14の先端を挿し込み図8に示す破線の方向にこねることで隣接する相手側のコンクリート型枠1を容易に脱型することになる。したがって、前記片方側のリブ材3材を取外すにはリブ材3を固定するボルト5のナット7を外す場合、ボルト5の空回りを防止するためにボルト5の頭部を係止定着することが重要である。 FIG. 8 is a cross-sectional plan view showing the state of dismantling the concrete formwork. After the concrete is placed, since the internal formwork surrounded by the four sides has no gap for inserting the burl 14, The other side concrete material frame 1 is removed by removing the rib material 3 on one side, inserting the tip of the burl 14 into the clip hole 15 formed in the rib material 3 on the other side, and kneading it in the direction of the broken line shown in FIG. Is easily removed. Therefore, when removing the nut 7 of the bolt 5 that fixes the rib material 3 in order to remove the rib material 3 on one side, the head of the bolt 5 can be locked and fixed to prevent the bolt 5 from spinning around. is important.

本発明にかかるボルトの使用状態を示す部分側面図The partial side view which shows the use condition of the volt | bolt concerning this invention 本発明にかかるボルトの頭部に係止部を2箇所形成したボルトの側面図The side view of the volt | bolt which formed the latching | locking part two places in the head of the volt | bolt concerning this invention 本発明にかかるボルトの頭部に係止部を3箇所形成したボルトの側面図The side view of the volt | bolt which formed three latching | locking parts in the head of the volt | bolt concerning this invention 本発明にかかるボルトの頭部に係止部を4箇所形成したボルトの側面図The side view of the volt | bolt which formed the latching | locking part four places in the head of the volt | bolt concerning this invention 図2のA−A線断面図AA line sectional view of FIG. 図3のB−B線断面図BB sectional view of FIG. 図4のC−C線断面図CC sectional view of FIG. コンクリート型枠解体状況を示す断平面図Sectional plan view showing concrete formwork dismantling

符号の説明Explanation of symbols

1 コンクリート型枠 2 せき板 3 リブ材 4 挿通孔 5 ボルト6 刺突片7 ナット8 セパレート部材9 コンクリート10 コンクリート型枠緊締金具11 クリップ金具12 バタ材13 仮止タブ14 バール15 クリップ孔 DESCRIPTION OF SYMBOLS 1 Concrete formwork 2 Brake plate 3 Rib material 4 Insertion hole 5 Bolt 6 Piercing piece 7 Nut 8 Separate member 9 Concrete 10 Concrete formwork clamp 11 Clip metal 12 Batter material 13 Temporary stop tab 14 Bar 15 Clip hole

Claims (2)

コンクリート型枠における骨格となる金属製のリブ材にラワン合板等のせき板を固定するためのボルトであって、ボルトの頭部に前記せき板に食込む刺突片を形成し、該刺突片をせき板に係止定着することで空回りを防止し、片方向からナットを回転させ、締付けおよび取外しを容易にしたことを特徴とするコンクリート型枠の形成に用いるボルト。   A bolt for fixing a plate such as a lauan plywood to a metal rib material that becomes a skeleton in a concrete formwork, and forming a piercing piece that bites into the piercing plate at the head of the bolt, the piercing A bolt used for forming a concrete formwork characterized in that a piece is locked and fixed on a dam plate to prevent idle rotation and a nut is rotated from one direction to facilitate tightening and removal. コンクリート型枠における骨格となる金属製のリブ材にラワン合板等のせき板を固定するためのボルトであって、コンクリート打設後にせき板を残置した状態で骨格となるリブ材を容易に取外すことを可能にしたことを特徴とするコンクリート型枠の形成に用いるボルト。 Bolts to fix the slats such as lauan plywood to the metal ribs that form the skeleton of the concrete formwork, and easily remove the ribs that form the skeleton while leaving the slats after the concrete is placed Bolts used to form concrete formwork, characterized in that
JP2007224777A 2007-08-30 2007-08-30 Bolt to be used to form concrete formwork Pending JP2009057726A (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6058911U (en) * 1983-09-28 1985-04-24 ナショナル住宅産業株式会社 Connector
JPH0473609U (en) * 1990-11-06 1992-06-29
JPH0594453U (en) * 1992-05-25 1993-12-24 株式会社リストラ Concrete formwork crosspiece

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6058911U (en) * 1983-09-28 1985-04-24 ナショナル住宅産業株式会社 Connector
JPH0473609U (en) * 1990-11-06 1992-06-29
JPH0594453U (en) * 1992-05-25 1993-12-24 株式会社リストラ Concrete formwork crosspiece

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