JPH1162228A - Shaft coupling for supporting form - Google Patents

Shaft coupling for supporting form

Info

Publication number
JPH1162228A
JPH1162228A JP9241771A JP24177197A JPH1162228A JP H1162228 A JPH1162228 A JP H1162228A JP 9241771 A JP9241771 A JP 9241771A JP 24177197 A JP24177197 A JP 24177197A JP H1162228 A JPH1162228 A JP H1162228A
Authority
JP
Japan
Prior art keywords
shaft
screw
reinforcing bar
supporting
wedge
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9241771A
Other languages
Japanese (ja)
Inventor
Riyuuta Nagai
柳太 永井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP9241771A priority Critical patent/JPH1162228A/en
Publication of JPH1162228A publication Critical patent/JPH1162228A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To couple a shaft supporting a concrete form simply with reinforcing bars. SOLUTION: A coupling tool is composed of a frame 5, screw mechanism 9, and a wedge 10. A socket 7 to support a shaft 4 and reinforcing bars 2 and a screw receptacle 6 to support a bolt 15 of the screw mechanism 9 are furnished on the frame 5 in such a way as opposing over and under. At the bottom of the bolt 15 a wedge 10 is coupled in such a way as capable of relative rotation. After the shaft 4 and reinforcing bars 2 are adjoiningly installed in the socket part 7, the bolt 15 is driven and the wedge 10 is intruded forcibly between the shaft 4 and reinforcing bars 2, and they 4 and 2 are simultaneously pinched by the wedge 10 and socket 7.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリ−ト打
設用の型枠を支持する軸体連結具、とくにセパレ−タや
枠支持ポストによる型枠支持が困難な、窓等の壁開口を
形成するための型枠を、鉄筋を利用して壁内面側から支
持する軸体連結具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shaft connecting member for supporting a formwork for concrete casting, and more particularly to a window opening or the like which is difficult to support the formwork with a separator or a frame support post. The present invention relates to a shaft connector for supporting a form to be formed from a wall inner surface side using a reinforcing bar.

【0002】[0002]

【従来の技術】コンクリ−ト打設用の型枠は、型成すべ
き壁面や床面に沿って組んだ仮設構造体に対して、セパ
レ−タや枠支持ポスト等の型枠ホルダ−を用いてずれ動
き不能に固定支持する、窓等の壁開口を形成する場合に
も、上下の型枠と左右の型枠とのそれぞれを、ずれ動き
不能に固定支持する必要がある。しかし、多くの場合に
は、コンクリ−ト壁の厚み寸法が(5〜20cm前後し
かないため、例えば上下の型枠を枠支持ポストで支える
と、左右の型枠を同様に枠支持ポストで突っ張り支持す
ることはできない。枠支持ポストを縦横に交差配置する
余地(壁厚み)がないからである。
2. Description of the Related Art A concrete casting formwork uses a formwork holder such as a separator or a frame support post for a temporary structure assembled along a wall surface or a floor surface to be formed. Even when a wall opening such as a window is fixedly supported so as not to be displaced and moved, it is necessary to fix and support each of the upper and lower mold forms and the left and right form forms so as not to be displaced and moved. However, in many cases, since the thickness of the concrete wall is only about 5 to 20 cm, for example, when the upper and lower molds are supported by the frame support posts, the left and right molds are similarly stretched by the frame support posts. They cannot be supported because there is no room (wall thickness) for the frame support posts to be arranged vertically and horizontally.

【0003】上記のような状況においても、コンクリー
ト壁を間に挟んで隣接する窓の左右の型枠どうしは、セ
パレータによって固定支持できる。しかし、最側端に位
置する型枠は、締結相手がないのでセパレータを適用で
きない。こうした場合には、最側端の窓に面して組まれ
た鉄筋を利用して、これにセパレータの軸部を溶接し、
溶接されたセパレータに型枠用のパネルを固定する施工
形態が採られる。
[0003] Even in the above situation, the left and right forms of the windows adjacent to each other with the concrete wall interposed therebetween can be fixed and supported by the separator. However, since the mold located at the outermost end has no fastening partner, the separator cannot be applied. In such a case, the shaft of the separator is welded to the reinforcing bar facing the window at the side end,
A construction mode in which a panel for a formwork is fixed to the welded separator is adopted.

【0004】[0004]

【発明が解決しようとする課題】現在のビル構築作業
は、作業工程ごとに分業化が図られており、例えば型枠
の構築や鉄筋の組み上げ作業は、それぞれ専門の作業者
によって施工される。そのため、上記のように鉄筋を支
持部材にして、これにセパレータの軸部を溶接する場合
には、鉄筋組み上げを専門とする作業者、あるいは溶接
専門の作業者の手を借りる必要があり、その間作業が中
断されて型枠の構築を能率良く行えない。型枠構築を専
門とする作業者の意図に反して、セパレータがでたらめ
に溶接されることもあり、事後の補正に余分な手間が掛
ることもある。
In the current building construction work, division of labor is carried out for each work process. For example, construction of a formwork and assembling work of reinforcing bars are performed by specialized workers. Therefore, when the reinforcing bar is used as a supporting member as described above and the shaft portion of the separator is welded to the supporting member, it is necessary to obtain the help of a worker who specializes in assembling the reinforcing bar or a worker who specializes in welding. The work is interrupted and the construction of the formwork cannot be performed efficiently. Contrary to the intention of a worker specializing in formwork construction, the separator may be randomly welded, and the post-correction may take extra time.

【0005】この発明の目的は、型枠を支持する軸体
を、鉄筋に対して強固に連結するための軸体連結具を得
ることにある。この発明の目的は、型枠を支持する軸体
を、型枠構築を専門する作業者自身で鉄筋に連結固定で
き、従って職能の異る作業者の手を借りる必要もなく、
型枠の構築を能率良く、しかも的確に行える軸体連結具
を得ることにある。この発明の他の目的は、消耗品とし
て鉄筋と共にコンクリート壁内に残置される軸体連結具
の構造を簡素化し、その製作に要するコストを減少する
ことによって、軸体連結具の消費コストを減らすことに
ある。
An object of the present invention is to provide a shaft connecting tool for firmly connecting a shaft supporting a formwork to a reinforcing bar. An object of the present invention is that a shaft supporting a formwork can be connected and fixed to a reinforcing bar by a worker himself who specializes in formwork construction, and therefore does not require the help of a worker having a different function.
An object of the present invention is to provide a shaft connecting device capable of efficiently and accurately constructing a mold. Another object of the present invention is to reduce the cost of the shaft connector by simplifying the structure of the shaft connector left in the concrete wall together with the reinforcing bar as a consumable, and reducing the cost required for its manufacture. It is in.

【0006】[0006]

【課題を解決するための手段】この発明の軸体連結具
は、型枠1を固定支持する軸体4の一端を鉄筋2に固定
するために用いられる。軸体連結具は、所定間隔を隔て
てソケット部7とねじ受部6とが対向配置してあるフレ
−ム5と、ねじ受部6に支持されて、ソケット部7へ向
ってねじ込み操作されるねじ機構9と、ねじ機構9のソ
ケット部7側の端部に装着されたくさび体10とを備え
ている。以って、ソケット部7で平行に支持した軸体4
と鉄筋2との間に、くさび体10をねじ機構9で強制進
入させて、軸体4と鉄筋2とを相対移動不能に挟持固定
する。
The shaft connecting member of the present invention is used for fixing one end of a shaft 4 for fixing and supporting a mold 1 to a reinforcing bar 2. The shaft connector is supported by the frame 5 having the socket portion 7 and the screw receiving portion 6 opposed to each other at a predetermined interval, and is screwed toward the socket portion 7 by being supported by the screw receiving portion 6. And a wedge body 10 attached to an end of the screw mechanism 9 on the socket 7 side. Therefore, the shaft body 4 supported in parallel by the socket part 7
The wedge body 10 is forcibly advanced by the screw mechanism 9 between the shaft body 4 and the reinforcing bar 2 so that the shaft body 4 and the reinforcing bar 2 are clamped and immovable relative to each other.

【0007】軸体4と鉄筋2をソケット部7に平行に隣
接配置した後、ねじ機構9をねじ込んでくさび体10を
軸体4と鉄筋2との間に強制進入させると、軸体4およ
び鉄筋2は、それぞれ横向きの分力を受けてソケット部
7に強く押し付けられる。その結果、軸体4および鉄筋
2は移動不能に固着される。軸体4としては、既存のセ
パレ−タのねじ棒を利用できるが、一端にコ−ン23を
ねじ込むためのねじ軸が形成してある専用部品を用いて
もよい。軸体4を鉄筋2に固定した後には、その突端に
コ−ン23をねじ込んで、常法に従って型枠1をコ−ン
23に締結固定する。軸体連結具は、型枠を構築する作
業者自身で取り扱うことができるので、軸体4の取付位
置や姿勢、あるいは軸体4の突出寸法等を自由に調整変
更でき、型枠構築に適した軸体4の配置を行える。
After the shaft 4 and the reinforcing bar 2 are arranged adjacent to and parallel to the socket portion 7, the wedge body 10 is forcibly inserted between the shaft 4 and the reinforcing bar 2 by screwing in the screw mechanism 9. The rebars 2 are each strongly pressed against the socket portion 7 by receiving a lateral component force. As a result, the shaft body 4 and the rebar 2 are fixed immovably. As the shaft body 4, a screw bar of an existing separator can be used, but a dedicated part having a screw shaft for screwing the cone 23 at one end may be used. After the shaft body 4 is fixed to the reinforcing bar 2, a cone 23 is screwed into the protruding end, and the form 1 is fastened and fixed to the cone 23 according to a conventional method. Since the shaft body connecting tool can be handled by the worker who constructs the formwork, the mounting position and posture of the shaft body 4 or the protrusion dimensions of the shaft body 4 can be freely adjusted and changed, which is suitable for formwork construction. Can be arranged.

【0008】具体的には、ソケット部7は、くさび体1
0と対向するベ−ス壁11と、ベ−ス壁11の左右両側
に設けられて、軸体4および鉄筋2の側方移動を規制す
る一対の側壁12、12とで形成する。ねじ機構9はね
じ受部6に設けたねじ穴14と、ねじ穴14にねじ込ま
れたボルト15とで構成する。ボルト15の突端はくさ
び体10に対して相対回転自在に連結する。くさび体1
0とボルト15を相対回転自在に連結するのは、ねじ機
構9をソケット部7の側へねじ込み操作する際に、くさ
び体10がボルト15と同行回転するのを防ぐためであ
る。
[0008] Specifically, the socket portion 7 includes the wedge body 1.
The base body 11 is formed of a pair of base walls 11 opposed to the base wall 0 and a pair of side walls 12 provided on the left and right sides of the base wall 11 to restrict lateral movement of the shaft body 4 and the rebar 2. The screw mechanism 9 includes a screw hole 14 provided in the screw receiving portion 6 and a bolt 15 screwed into the screw hole 14. The protruding end of the bolt 15 is connected to the wedge body 10 so as to be relatively rotatable. Wedge body 1
The reason why the bolt 0 and the bolt 15 are relatively rotatably connected is to prevent the wedge body 10 from rotating together with the bolt 15 when the screw mechanism 9 is screwed into the socket 7 side.

【0009】フレ−ム5は、断面多角形状の筒体で形成
し、対向する筒壁の一方にねじ受部6を形成し、他方に
ソケット部7を形成してもよい。フレ−ム5を例えば断
面四角形状の筒体で無端枠状に形成すると、くさび体1
0で軸体4および鉄筋2を挟持固定する際に、ソケット
部7に作用する横向きの分力をフレ−ム5全体に負担さ
せて、過大な締め付力が軸体4および鉄筋2に加えられ
る場合にも、ソケット部7が拡開状に変形するのを防止
できる。ねじ機構9のねじ込み反力によって、ねじ受部
6が変形するのも同様に防止できる。
The frame 5 may be formed of a cylindrical body having a polygonal cross section, a screw receiving portion 6 may be formed on one of the opposed cylindrical walls, and a socket portion 7 may be formed on the other. When the frame 5 is formed in an endless frame shape by, for example, a cylindrical body having a rectangular cross section, the wedge 1
When the shaft 4 and the rebar 2 are clamped and fixed at 0, the horizontal component acting on the socket 7 is applied to the entire frame 5, and an excessive tightening force is applied to the shaft 4 and the rebar 2. In this case, it is possible to prevent the socket portion 7 from being deformed in an expanded state. Deformation of the screw receiving portion 6 due to the screwing reaction force of the screw mechanism 9 can also be prevented.

【0010】くさび体10の軸体4および鉄筋2との接
触面17のそれぞれに、滑り止め用の突起33を形成し
てもよい。くさび体10の接触面17に滑り止め用の突
起33を設けておくと、軸体4および鉄筋2とくさび体
10との接触圧を高めて、固着強度を高めることができ
る。つまり、軸体4の軸心方向へのずれ動きを良く防止
できる。鉄筋2が異形鉄筋である場合には、突起33が
鉄筋表面のふしに係合し、くさび体10の軸心方向への
ずれ動きを良く防止できる。
A non-slip projection 33 may be formed on each of the contact surfaces 17 of the wedge body 10 with the shaft 4 and the reinforcing bar 2. If the anti-slip projections 33 are provided on the contact surface 17 of the wedge body 10, the contact pressure between the shaft body 4 and the reinforcing bar 2 and the wedge body 10 can be increased, and the fixing strength can be increased. That is, the shift movement of the shaft body 4 in the axial direction can be prevented well. When the reinforcing bar 2 is a deformed reinforcing bar, the projection 33 is engaged with the bar on the surface of the reinforcing bar, and the wedge body 10 can be prevented from shifting in the axial direction.

【0011】ソケット部7を形成する一対の側壁12、
12の少なくともいずれか一方を、対向する側壁12の
側へ向って傾斜してもよい。こうしたソケット部7によ
れば、軸体4あるいは鉄筋2が側壁12の面壁に沿って
ベ−ス壁11から離れる向きにずれ動くのを規制し、軸
体4と鉄筋2を常に一定位置に固定できる。
A pair of side walls 12 forming the socket portion 7;
12 may be inclined toward the opposite side wall 12. According to such a socket part 7, the shaft body 4 or the reinforcing bar 2 is prevented from moving away from the base wall 11 along the surface wall of the side wall 12, and the shaft body 4 and the reinforcing bar 2 are always fixed at a fixed position. it can.

【0012】一方の側壁12に連続してねじ受部6を設
け、他方の側壁12に連続してねじ軸15aと交差する
規制壁31を設けてもよい。規制壁31に通設した通口
32を、ねじ受部6とくさび体10との間でねじ軸15
aに外嵌する。このように、規制壁31に設けた通口3
2をねじ軸15aに外嵌すると、ねじ受部6と規制壁3
1とをねじ機構9を介して互いに拘束できるので、フレ
−ム5を筒体で形成したのと同様に、過大な締め付け力
が、軸体4および鉄筋2に加えられる場合にも、ソケッ
ト部7が拡開状に変形するのを防止できる。
The screw receiving portion 6 may be provided continuously on one side wall 12, and the regulating wall 31 intersecting with the screw shaft 15a may be provided continuously on the other side wall 12. The passage 32 provided in the regulating wall 31 is connected to the screw shaft 15 between the screw receiving portion 6 and the wedge body 10.
a. Thus, the opening 3 provided in the regulating wall 31
2 is externally fitted to the screw shaft 15a.
1 and 2 can be restrained to each other via the screw mechanism 9, so that an excessive tightening force is applied to the shaft body 4 and the rebar 2 in the same manner as when the frame 5 is formed of a cylindrical body. 7 can be prevented from being expanded.

【0013】くさび体10と対向するソケット部7のベ
−ス壁11に、くさび体10とベ−ス壁11の接当干渉
を避ける逃げ穴25を通設してもよい。軸体4と鉄筋2
の直径寸法あるいは太さが大小に変化する場合でも、ソ
ケット部7の左右幅寸法の範囲内で、径変化にある程度
対応できる。しかし、くさび体10の先端がソケット部
7に接当すると、それ以上くさび体10を締め込むこと
が不可能となる。こうした事態を避け、径変化に対する
対応範囲を拡大するために、ソケット部7に逃げ穴25
を通設する。
A relief hole 25 may be provided in the base wall 11 of the socket portion 7 facing the wedge body 10 to avoid interference between the wedge body 10 and the base wall 11. Shaft 4 and reinforcing bar 2
Even if the diameter or thickness of the socket portion 7 changes greatly, it can cope with the diameter change to some extent within the range of the left and right widths of the socket portion 7. However, when the tip of the wedge body 10 comes into contact with the socket portion 7, it becomes impossible to further tighten the wedge body 10. In order to avoid such a situation and to expand the range of responding to a diameter change, a relief hole 25
Through.

【0014】[0014]

【実施例】【Example】

(第1実施例)図1ないし図4は、この発明に係る軸体
連結具の第一実施例を示す。図2において、符号1は窓
を形成するための型枠である。型枠1のうち上下一対の
型枠1、1は、複数個の枠支持ポスト3で突っ張り勝手
に支持固定される。窓側端の型枠1は軸体連結具を介し
て鉄筋2に固定した数個の軸体4で固定する。
(First Embodiment) FIGS. 1 to 4 show a first embodiment of a shaft connecting member according to the present invention. In FIG. 2, reference numeral 1 denotes a mold for forming a window. The pair of upper and lower mold frames 1, 1 of the mold frame 1 is supported and fixed by a plurality of frame support posts 3 in a stretchable manner. The formwork 1 at the window side end is fixed with several shafts 4 fixed to the reinforcing bar 2 via a shaft coupling.

【0015】図1において軸体連結具は、上下端にねじ
受部6とソケット部7とが一体に形成してある、プレス
成形金具からなるフレ−ム5と、ねじ受部6で支持して
あるねじ機構9と、ねじ機構9の下端に連結したくさび
体10とからなる。フレ−ム5の前後寸法は5〜10c
m前後とする。
In FIG. 1, the shaft connecting member is supported by a frame 5 made of a press-formed metal fitting having a screw receiving portion 6 and a socket portion 7 integrally formed at upper and lower ends, and a screw receiving portion 6. And a wedge body 10 connected to the lower end of the screw mechanism 9. Frame 5 front and rear dimensions are 5-10c
m.

【0016】ソケット部7は、くさび体10と対向する
ベ−ス壁11と、ベ−ス壁11の左右両端から上向きに
折り曲げられた一対の側壁12、12とで桶体状に形成
してあり、両側壁12、12のそれぞれを対向する側壁
の側へ向って傾斜させて、上すぼまり状に形成する。ベ
−ス壁11の板面中央には、くさび体10との接当干渉
を避ける逃げ穴25が通設してある。両側壁12、12
の上端部における対向間隔は、軸体4と鉄筋2の外径寸
法の合計値より大きく形成してある。また、両側壁1
2、12の上下寸法は軸体4および鉄筋2の直径寸法よ
り大きく設定する。
The socket portion 7 is formed into a tub body by a base wall 11 facing the wedge body 10 and a pair of side walls 12 and 12 bent upward from both left and right ends of the base wall 11. In addition, each of the side walls 12, 12 is inclined toward the side of the opposing side wall, and is formed in an upwardly tapered shape. A relief hole 25 is provided in the center of the base wall 11 to prevent interference with the wedge body 10. Side walls 12, 12
Are formed to be larger than the sum of the outer diameters of the shaft 4 and the reinforcing bar 2. Also, both side walls 1
The vertical dimensions of 2, 2 are set larger than the diameter dimensions of the shaft body 4 and the reinforcing bar 2.

【0017】上記の側壁12、12のうち、右方の側壁
12の上端に連続して、垂直の脚壁13を突設し、脚壁
13の上端からねじ受部6を横向きに折り曲げ形成し、
ねじ受部6をソケット部7と上下に対向させる。ねじ受
部6の板面中央には、ねじ穴14を形成する。このねじ
穴14と、ねじ穴14にねじ込んだボルト15とでねじ
機構9を構成する。ボルト15は市販品であって、上端
に六角形の操作頭部16を有する。
A vertical leg wall 13 projects from the upper end of the right side wall 12 of the above side walls 12, and the screw receiving portion 6 is formed by bending the screw receiving portion 6 laterally from the upper end of the leg wall 13. ,
The screw receiving portion 6 is vertically opposed to the socket portion 7. A screw hole 14 is formed in the center of the plate surface of the screw receiving portion 6. The screw mechanism 9 is constituted by the screw hole 14 and the bolt 15 screwed into the screw hole 14. The bolt 15 is a commercially available product and has a hexagonal operation head 16 at the upper end.

【0018】くさび体10は、下すぼまりテ−パ−状の
一対の接触面17を有する鋼材ブロックからなり、上記
のボルト15に対して相対回転自在に連結する。詳しく
は、くさび体10の上端寄りの前後中央に通口18を形
成し、くさび体10の上端面と通口18との間に連結穴
19を通設する。ボルト15の下端には、ねじ部より小
径の軸部20を設けておき、軸部20を連結穴19に挿
嵌した後、通口18内に突出する軸部20に止め輪21
を装着して、ボルト15とくさび体10とを、分離不能
に連結する。
The wedge body 10 is formed of a steel block having a pair of contact surfaces 17 in the form of a tapered tapered shape, and is connected to the bolt 15 so as to be relatively rotatable. More specifically, a through hole 18 is formed at the front and rear center near the upper end of the wedge body 10, and a connection hole 19 is provided between the upper end surface of the wedge body 10 and the through hole 18. At the lower end of the bolt 15, a shaft portion 20 having a smaller diameter than the screw portion is provided, and after the shaft portion 20 is inserted into the connection hole 19, the retaining ring 21 is attached to the shaft portion 20 protruding into the through hole 18.
Is attached, and the bolt 15 and the wedge body 10 are inseparably connected.

【0019】軸体4は一端にねじ軸4aを形成した鋼棒
からなり、ねじ軸4aにセパレ−タのコ−ン23をねじ
込み連結できる。コ−ン23には型枠1を厚み方向に貫
通する締結ねじ24が組み込んである。
The shaft body 4 is made of a steel rod having a screw shaft 4a formed at one end, and a cone 23 of a separator can be screwed and connected to the screw shaft 4a. A fastening screw 24 that penetrates the mold 1 in the thickness direction is incorporated in the cone 23.

【0020】次に軸体連結具の使用法を説明する。ま
ず、ボルト15を緩めてくさび体10をソケット部7か
らある程度離しておく。この状態で鉄筋2の端部をソケ
ット部7内に差し込み、さらに上記の軸体4をソケット
部7内に差し込む。この状態でボルト15をソケット部
7の側へねじ込んで、くさび体10を軸体4と鉄筋2と
の間に強制進入させる。くさび体10が軸体4と鉄筋2
との間に入り込むのに伴って、軸体4および鉄筋2は、
それぞれ接触面17に押されて互いに離れる側へ移動
し、図1に示すように、ソケット部7の左右の側壁1
2、12に受け止められる。さらにボルト15をねじ込
み操作して、それ以上締め込み不能な状態にすると、軸
体4および鉄筋2は、それぞれくさび体10とソケット
部7とによって相対移動不能に固定される。このとき、
両側壁12、12を上すぼまり状に傾斜させているの
で、くさび体10の締付力によって軸体4および鉄筋2
が側壁12に沿ってずり上がるのを防止でき、軸体4お
よび鉄筋2を常にソケット部7の一定位置に固定でき
る。
Next, how to use the shaft connecting member will be described. First, the bolt 15 is loosened and the wedge body 10 is separated from the socket part 7 to some extent. In this state, the end of the reinforcing bar 2 is inserted into the socket 7, and the shaft 4 is inserted into the socket 7. In this state, the bolt 15 is screwed into the socket 7 to force the wedge 10 to enter between the shaft 4 and the reinforcing bar 2. Wedge body 10 is shaft 4 and reinforcing bar 2
The shaft body 4 and the reinforcing bar 2
Each of them is pushed by the contact surface 17 and moves to the side away from each other, and as shown in FIG.
It is received by 2,12. When the bolt 15 is further screwed in so that it cannot be further tightened, the shaft body 4 and the reinforcing bar 2 are fixed by the wedge body 10 and the socket portion 7 so as to be relatively immovable. At this time,
Since the side walls 12 and 12 are inclined upwardly and convergently, the shaft 4 and the reinforcing bars 2 are tightened by the wedge body 10.
Can be prevented from slipping along the side wall 12, and the shaft body 4 and the reinforcing bar 2 can be always fixed at a fixed position of the socket portion 7.

【0021】以上のように数個の軸体4をそれぞれ鉄筋
2に固定した後、軸体4のねじ軸4aにコ−ン23をね
じ込んで、型枠1の受止面を規定する。この後、型枠1
をコ−ン23に当てがってコ−ン23より突設する締結
ねじ24を型枠1の内面に突出させる。以後は、締結ね
じ24に型枠締付具26をねじ込み、その上下及び/又
は左右に金属枠材27を配置し、型枠締付具26にくさ
び28を打ち込んで、型枠1をコ−ン23と金属枠材2
7とで挟持固定する。金属枠材27は壁面に沿って組ん
だ仮設構造体に固定される。
After fixing several shafts 4 to the rebar 2 as described above, the cone 23 is screwed into the screw shaft 4a of the shaft 4 to define the receiving surface of the mold 1. After this, formwork 1
Is applied to the cone 23 so that a fastening screw 24 protruding from the cone 23 projects from the inner surface of the mold 1. Thereafter, the mold fastening device 26 is screwed into the fastening screw 24, the metal frame material 27 is arranged on the upper and lower sides and / or the left and right sides thereof, and the wedge 28 is driven into the mold fastening device 26 to cooperate with the mold 1. 23 and metal frame material 2
7 and fix it. The metal frame material 27 is fixed to a temporary structure assembled along the wall surface.

【0022】型枠1内に流し込んだコンクリ−トが固化
した後、くさび28を外して型枠締付具26と金属枠材
27を除去し、型枠1を取り外す。さらにコ−ン23を
取り外して、その除去跡にモルタルを充填する。軸体連
結具は鉄筋と共にコンクリ−ト壁中に残置される。
After the concrete poured into the mold 1 is solidified, the wedge 28 is removed, the mold fastener 26 and the metal frame 27 are removed, and the mold 1 is removed. Further, the cone 23 is removed, and mortar is filled in the removal mark. The shaft connector is left in the concrete wall together with the rebar.

【0023】軸体4や鉄筋2の直径寸法が小さい場合に
は、両者2、4の間の間隔が拡がり、その分だけくさび
体10のソケット部7内への進入量が増える。こうした
場合にも、ベ−ス壁11に逃げ穴25が通設してあるの
で、くさび体10はベ−ス壁11と接当干渉することな
く、軸体4および鉄筋2を締結固定でき、軸体4および
鉄筋2の径変化に広く対応できる。
When the diameter of the shaft 4 or the reinforcing bar 2 is small, the space between the two 4 is widened, and the amount of the wedge 10 entering the socket 7 is increased accordingly. In such a case as well, since the escape hole 25 is provided in the base wall 11, the wedge body 10 can fasten and fix the shaft body 4 and the reinforcing bar 2 without contacting the base wall 11 and contacting. It is possible to widely cope with a change in the diameter of the shaft body 4 and the reinforcing bar 2.

【0024】(第2実施例)図5はフレ−ム5の構造を
変更した軸体連結具の第2実施例を示す。そこでは、上
下に長い断面四角形の筒体でフレ−ム5を形成し、その
上壁にボルト挿通用の穴を通設するとともに、穴の上面
側にウェルディングナット30を溶接してねじ受部6と
した。さらにフレ−ム5の下半側をソケット部7とし
た。
(Second Embodiment) FIG. 5 shows a second embodiment of a shaft connecting device in which the structure of the frame 5 is changed. In this case, the frame 5 is formed by a vertically long tubular body having a rectangular cross section, a hole for inserting a bolt is provided in the upper wall thereof, and a welding nut 30 is welded to the upper surface side of the hole. Part 6. Further, the lower half of the frame 5 was used as a socket 7.

【0025】このように、フレ−ム5を無端枠状に形成
すると、ソケット部7の左右の側壁12、12に作用す
る拡開力をフレ−ム5の全体に負担させて、両側壁1
2、12の外側方への変形を良く防止できる。ボルト1
5による締付反力によって、ねじ受部6がソケット部7
から離れる向きに変形することも良く防止できる。フレ
−ム5の形成素材として長尺の管材を用意しておけば、
管材を所定寸法に切断し、これに穴加工やウェルディン
グナット30の溶接等の加工を行うだけでフレ−ム5を
安価に製造できる。なお、上記以外の構造は実施例1で
説明した内容と同じであるので、同一部材に同一符号を
符してその説明を省略する。以下の実施例においても、
重複する内容の説明を省略して、同一部材に同一符号を
符すこととする。
When the frame 5 is formed in the shape of an endless frame, the expanding force acting on the left and right side walls 12, 12 of the socket portion 7 is applied to the entire frame 5, and the side walls 1 are formed.
Outer deformation of 2, 12 can be prevented well. Bolt 1
5, the screw receiving portion 6 is turned into the socket portion 7 by the tightening reaction force.
It can also be prevented from deforming away from the direction. If a long tube is prepared as a material for forming the frame 5,
The frame 5 can be manufactured at a low cost simply by cutting the pipe material to a predetermined size and performing a hole forming operation or a welding operation on the welding nut 30. Since the structure other than the above is the same as that described in the first embodiment, the same members are denoted by the same reference numerals and description thereof will be omitted. In the following examples,
The description of the same content will be omitted, and the same members will be denoted by the same reference numerals.

【0026】(第3実施例)図6は第1実施例における
フレ−ム5の構造を一部変更した第3実施例を示す。そ
こでは、ソケット部7の左方の側壁12の上端に連続し
て逆L字状の規制壁31を設け、ボルト15のねじ軸1
5aと交差する横壁に通口32を通設し、この通口32
にねじ軸15aを挿通する点が第1実施例と異る。通口
32は、ねじ受部6とくさび体10との間でねじ軸15
aに外嵌する。このように規制壁31を設けると、規制
壁31とねじ受部6とをボルト15を介して互いに拘束
し合うことができるので、フレ―ム5を筒体で形成した
のと同様に、くさび体10の締付力によって両側壁1
2、12が拡開変形するのを良く防止できる。
(Third Embodiment) FIG. 6 shows a third embodiment in which the structure of the frame 5 in the first embodiment is partially changed. In this case, an inverted L-shaped regulating wall 31 is provided continuously at the upper end of the left side wall 12 of the socket portion 7, and the screw shaft 1 of the bolt 15 is provided.
A passage 32 is provided in a horizontal wall intersecting with the passage 5a.
Is different from the first embodiment in that the screw shaft 15a is inserted through the screw shaft 15a. The opening 32 is provided between the screw receiving portion 6 and the wedge body 10 so that the screw shaft 15
a. When the regulating wall 31 is provided in this manner, the regulating wall 31 and the screw receiving portion 6 can be restrained to each other via the bolt 15, so that the wedge is formed in the same manner as when the frame 5 is formed of a cylindrical body. Both side walls 1 by the tightening force of body 10
2, 12 can be prevented from being expanded and deformed.

【0027】図7はくさび体10を変更した例を示す。
そこではくさび体10の接触面17のそれぞれに、滑り
止め用の突起33を設ける点が先の各実施例と異る。詳
しくは、接触面17のそれぞれにロ―レット加工を施し
て一群の突起33を連続山形に形成した。突起33は連
続山形とする以外に、格子状あるいは斜め格子状等に形
成できる。接触面17に銅や亜鉛等の溶射被膜を形成し
て、突起33を粗面状に形成しても良い。このように滑
り止め用の突起33を設けると、軸体4および鉄筋2の
表面に突起33を密着ないしは喰い込ませて、固着強度
を高めることができる。鉄筋2が異形鉄筋である場合に
は、突起33を鉄筋表面のふしに係合させて、くさび体
10の軸心方向へのずれ動きを良く防止できる。
FIG. 7 shows an example in which the wedge body 10 is changed.
The difference from the previous embodiments is that a non-slip projection 33 is provided on each of the contact surfaces 17 of the wedge body 10. More specifically, a knurling process is performed on each of the contact surfaces 17 to form a group of projections 33 in a continuous mountain shape. The projections 33 can be formed in a lattice shape or an oblique lattice shape, in addition to the continuous mountain shape. A thermal spray coating of copper, zinc, or the like may be formed on the contact surface 17 so that the projections 33 may be formed in a rough surface. When the projections 33 for preventing slippage are provided in this way, the projections 33 can be brought into close contact with or bite into the surfaces of the shaft body 4 and the reinforcing bar 2, thereby increasing the fixing strength. In the case where the reinforcing bar 2 is a deformed reinforcing bar, the projection 33 is engaged with the bar on the surface of the reinforcing bar, so that the wedge body 10 can be prevented from shifting in the axial direction.

【0028】(第4実施例)図8はねじ機構9を変更し
た第4実施例を示す。そこではねじ受部6で回転自在に
支持したボルト15と、ボルト15の下部にねじ込んだ
雌ねじ筒34とでねじ機構9を構成する。ボルト15は
ねじ受部6の下面側に配置した止め輪35で、抜き取り
不能に組む。この場合には、ボルト15と雌ねじ筒34
とが相対回転するので、くさび体10は雌ねじ筒34の
下端にビスやピンで固定するだけで良い。上記のボルト
15の代りにナットをねじ受部6に回転のみ自在に支持
しておき、これにねじ軸をねじ込んでねじ機構9を構成
してもよい。
(Fourth Embodiment) FIG. 8 shows a fourth embodiment in which the screw mechanism 9 is changed. Here, the screw mechanism 9 is constituted by the bolt 15 rotatably supported by the screw receiving portion 6 and the female screw cylinder 34 screwed into a lower portion of the bolt 15. The bolt 15 is assembled with a retaining ring 35 disposed on the lower surface side of the screw receiving portion 6 so as not to be pulled out. In this case, the bolt 15 and the female screw cylinder 34
The wedge body 10 only needs to be fixed to the lower end of the female screw cylinder 34 with a screw or a pin, since the rotation of the wedge body 10 is relatively large. Instead of the bolt 15, a nut may be supported on the screw receiving portion 6 so as to be rotatable only, and a screw shaft may be screwed into the nut to form the screw mechanism 9.

【0029】上記以外に、フレ―ム5はソケット部7と
他の部分とを別部品で形成し、ソケット部7に他の部分
を溶接して形成しても良い。くさび体10は金属ブロッ
クで形成する以外に、プラスチック成形品で形成するこ
とができる。軸体4としては、セパレ―タのねじ棒をそ
のまま利用できる。ソケット部7は断面L字状に形成で
きる。
In addition to the above, the frame 5 may be formed by forming the socket 7 and other parts as separate parts and welding the other parts to the socket 7. The wedge body 10 can be formed of a plastic molded product in addition to the metal block. As the shaft 4, a screw bar of a separator can be used as it is. The socket part 7 can be formed in an L-shaped cross section.

【0030】[0030]

【発明の効果】この発明の軸対連結具によれば、ねじ機
構9で移動操作されるくさび体10とソケット部とで、
軸体4および鉄筋2を同時に挟持固定して、軸体4を鉄
筋2に連結できるので、型枠を構築する作業者自身が軸
体4の取り付けを行うことができ、職能の異る作業者の
手を借りる必要もなく、型枠の構築を能率良く、しかも
的確に行え、その分だけ施工の手間および時間を減少で
きる。軸対連結具をフレ―ム5とねじ機構9、およびく
さび体10で構成して、その製作に要するコストを減少
するので、軸対連結具の消費コストを減らすことがで
き、その分だけ型枠構築に要する資材コストを減少でき
る。
According to the shaft pair connecting tool of the present invention, the wedge body 10 and the socket part, which are moved and operated by the screw mechanism 9, can be used.
Since the shaft 4 and the reinforcing bar 2 can be simultaneously clamped and fixed and the shaft 4 can be connected to the reinforcing bar 2, the worker who constructs the formwork can mount the shaft 4 itself, and the worker with different functions The construction of the formwork can be performed efficiently and accurately without the need for the help of the operator, and the labor and time required for the construction can be reduced accordingly. Since the shaft-to-connector is composed of the frame 5, the screw mechanism 9, and the wedge body 10, the cost required for manufacturing the shaft-to-connector can be reduced, so that the consumption cost of the shaft-to-connector can be reduced. Material costs required for frame construction can be reduced.

【図面の簡単な説明】[Brief description of the drawings]

【図1】第1実施例に係る軸対連結具の縦断正面図であ
る。
FIG. 1 is a vertical sectional front view of a shaft-to-connector according to a first embodiment.

【図2】第1実施例に係る軸対連結具の適用例を示す使
用状態図である。
FIG. 2 is a use state diagram showing an application example of the shaft pair connecting tool according to the first embodiment.

【図3】第1実施例に係る軸対連結具の斜視図である。FIG. 3 is a perspective view of the shaft-pair connecting tool according to the first embodiment.

【図4】第1実施例に係る軸対連結具と型枠との関係構
造を示す縦断側面図である。
FIG. 4 is a vertical sectional side view showing a relational structure between the shaft pair connecting tool and the formwork according to the first embodiment.

【図5】第2実施例に係る軸対連結具の正面図である。FIG. 5 is a front view of a shaft pair connecting tool according to a second embodiment.

【図6】第3実施例に係る軸対連結具の一部破断正面図
である。
FIG. 6 is a partially broken front view of a shaft-to-connector according to a third embodiment.

【図7】くさび体の変形例を示す斜視図である。FIG. 7 is a perspective view showing a modified example of a wedge body.

【図8】ねじ機構を変更した第4実施例を示す正面図で
ある
FIG. 8 is a front view showing a fourth embodiment in which a screw mechanism is changed.

【符号の説明】[Explanation of symbols]

1………型枠、2………鉄筋、4………軸体、5………
フレ−ム、6………ねじ受部、7………ソケット部、9
………ねじ機構、10………くさび体、11………ベ−
ス壁、12………側壁、14………ねじ穴、15………
ボルト、15a………ねじ軸、17………接触面、25
………逃げ穴、31………規制壁、32………通口、3
3………突起。
1 ... formwork, 2 ... rebar, 4 ... shaft, 5 ...
Frame, 6 Screw receiving part, 7 Socket part, 9
...... Screw mechanism, 10 ... Wedge body, 11 ... Base
Wall, 12 ... side wall, 14 ... screw hole, 15 ...
Bolt, 15a Screw shaft, 17 Contact surface, 25
…… Escape hole, 31 …… Regulatory wall, 32 ……… Entrance, 3
3. Projection.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 型枠1を固定支持する軸体4の一端を鉄
筋2に固定するための軸体連結具であって、 軸体連結具は、所定間隔を隔ててソケット部7とねじ受
部6とが対向配置してあるフレ−ム5と、ねじ受部6に
支持されて、ソケット部7へ向ってねじ込み操作される
ねじ機構9と、ねじ機構9のソケット部7側の端部に装
着されたくさび体10とを備えており、 ソケット部7で平行に支持した軸体4と鉄筋2との間
に、くさび体10をねじ機構9で強制進入させて、軸体
4と鉄筋2とを相対移動不能に挟持固定することを特徴
とする型枠支持用の軸体連結具。
1. A shaft connecting member for fixing one end of a shaft member 4 for fixing and supporting a formwork 1 to a reinforcing bar 2, wherein the shaft member connecting member is connected to a socket portion 7 and a screw receiving member at a predetermined interval. A frame 5 having a portion 6 opposed thereto; a screw mechanism 9 supported by the screw receiving portion 6 and screwed toward the socket portion 7; and an end of the screw mechanism 9 on the socket portion 7 side. The wedge body 10 is forcibly advanced by a screw mechanism 9 between the shaft body 4 supported in parallel by the socket portion 7 and the reinforcing bar 2, and the shaft body 4 and the reinforcing bar are provided. 2. A shaft connecting member for supporting a formwork, wherein the shaft member is held and fixed so as to be relatively immovable.
【請求項2】 ソケット部7がくさび体10と対向する
ベ−ス壁11とベ−ス壁11の左右両側に設けられて、
軸体4および鉄筋2の側方移動を規制する一対の側壁1
2、12とで形成されており、 ねじ機構9がねじ受部6に設けたねじ穴14と、ねじ穴
14にねじ込まれたボルト15とで構成されており、 ボルト15の突端がくさび体10に対して相対回転自在
に連結してある請求項1記載の型枠支持用の軸体連結
具。
2. A base wall 11 facing the wedge body 10 is provided on both left and right sides of the base wall 11.
A pair of side walls 1 for restricting lateral movement of the shaft 4 and the reinforcing bar 2
The screw mechanism 9 is composed of a screw hole 14 provided in the screw receiving portion 6 and a bolt 15 screwed into the screw hole 14, and the protruding end of the bolt 15 has a wedge body 10. The shaft body connecting tool for supporting a formwork according to claim 1, wherein the shaft body connecting tool is rotatably connected to the shaft body.
【請求項3】 フレ−ム5が断面多角形状の筒体で形成
されており、対向する筒壁の一方にねじ受部6を形成
し、他方にソケット部7が形成してある請求項1記載の
型枠支持用の軸体連結具。
3. The frame 5 is formed of a cylindrical body having a polygonal cross section, and a screw receiving portion 6 is formed on one of the opposed cylindrical walls, and a socket portion 7 is formed on the other. A shaft body connecting tool for supporting the formwork according to the above.
【請求項4】 くさび体10の軸体4および鉄筋2との
接触面17のそれぞれに、滑り止め用の突起33が形成
してある請求項1、2、または3記載の型枠支持用の軸
体連結具。
4. The form supporting projection according to claim 1, 2 or 3, wherein a projection 33 for preventing slip is formed on each of the contact surfaces 17 of the wedge body 10 with the shaft 4 and the reinforcing bar 2. Shaft coupling.
【請求項5】 ソケット部7を形成する一対の側壁1
2、12の少なくともいずれか一方が、対向する側壁1
2の側へ向って傾斜してある請求項2、3、または4記
載の型枠支持用の軸体連結具。
5. A pair of side walls 1 forming a socket portion 7.
At least one of the side walls 1 and 2 is opposed to the side wall 1
The shaft connector for supporting a formwork according to claim 2, 3 or 4, wherein the shaft connector is inclined toward the second side.
【請求項6】 一方の側壁12に連続してねじ受部6が
設けられており、他方の側壁12に連続してねじ軸15
aと交差する規制壁31が設けられており、規制壁31
に通設した通口32が、ねじ受部6とくさび体10との
間でねじ軸15aに外嵌してある請求項2、4、または
5記載の型枠支持用の軸体連結具。
6. A screw receiving portion 6 is provided continuously on one side wall 12, and a screw shaft 15 is continuously provided on the other side wall 12.
a regulating wall 31 that intersects with the regulating wall 31 is provided.
6. A shaft body connecting tool for supporting a formwork according to claim 2, wherein the through-hole 32 provided through the screw shaft 15a is externally fitted between the screw receiving portion 6 and the wedge body 10.
【請求項7】 くさび体10と対向するソケット部7の
ベ−ス壁11に、くさび体10とベ−ス壁11の接当干
渉を避ける逃げ穴25が通設してある請求項2、3、
4、5、または6記載の型枠支持用の軸体連結具。
7. A relief hole 25 is provided in the base wall 11 of the socket portion 7 facing the wedge body 10 so as to avoid contact interference between the wedge body 10 and the base wall 11. 3,
7. The shaft connector for supporting a formwork according to 4, 5, or 6.
JP9241771A 1997-08-22 1997-08-22 Shaft coupling for supporting form Pending JPH1162228A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9241771A JPH1162228A (en) 1997-08-22 1997-08-22 Shaft coupling for supporting form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9241771A JPH1162228A (en) 1997-08-22 1997-08-22 Shaft coupling for supporting form

Publications (1)

Publication Number Publication Date
JPH1162228A true JPH1162228A (en) 1999-03-05

Family

ID=17079289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9241771A Pending JPH1162228A (en) 1997-08-22 1997-08-22 Shaft coupling for supporting form

Country Status (1)

Country Link
JP (1) JPH1162228A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026884A (en) * 2009-07-28 2011-02-10 Funaki Shoji Kk Opening part construction method, and construction method for concrete wall provided with opening part

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011026884A (en) * 2009-07-28 2011-02-10 Funaki Shoji Kk Opening part construction method, and construction method for concrete wall provided with opening part

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