JPH10196118A - Reinforcing bar arrangement member and execution method of reinforcing bar arrangement - Google Patents

Reinforcing bar arrangement member and execution method of reinforcing bar arrangement

Info

Publication number
JPH10196118A
JPH10196118A JP35928196A JP35928196A JPH10196118A JP H10196118 A JPH10196118 A JP H10196118A JP 35928196 A JP35928196 A JP 35928196A JP 35928196 A JP35928196 A JP 35928196A JP H10196118 A JPH10196118 A JP H10196118A
Authority
JP
Japan
Prior art keywords
reinforcing member
base
reinforcing
vertical
bar arrangement
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.)
Granted
Application number
JP35928196A
Other languages
Japanese (ja)
Other versions
JP3026166B2 (en
Inventor
Nobutoshi Nakamuta
信寿 中牟田
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.)
CHIKUSHI SEISAKUSHO KK
Original Assignee
CHIKUSHI SEISAKUSHO KK
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 CHIKUSHI SEISAKUSHO KK filed Critical CHIKUSHI SEISAKUSHO KK
Priority to JP8359281A priority Critical patent/JP3026166B2/en
Publication of JPH10196118A publication Critical patent/JPH10196118A/en
Application granted granted Critical
Publication of JP3026166B2 publication Critical patent/JP3026166B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PROBLEM TO BE SOLVED: To solve trouble, in which much labor and times are required because reinforcements cut in predetermined size and reinforcements in standard size are bound mutually by wires, etc., in the formation works of conventional bar arrangement beforehand and the ensuring of capable men becomes difficult due to shortage of skilled workers in recent years because considerable skill is needed for binding the reinforcements by wires. SOLUTION: A reinforcing bar arrangement member K1 has base reinforcing bar arrangement members 1 and erecting reinforcing bar arrangement members 2 installed to the base bar arrangement members 1. The base bar arrangement members 1 have vertical reinforcements 10 and horizontal reinforcements 11. Support leg sections 110 are formed at both end sections of the horizontal reinforcements 11 disposed on the interior sides and the front sides. The erecting bar arrangement members 2 also have the horizontal reinforcements 20 and the vertical reinforcements 21. Bending is executed to the base end sections 22 of the erecting bar arrangement members 2. The erecting bar arrangement members 2 are engaged rotatably to the crossed sections 12 of the base bar arrangement members 1.

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】本発明は鉄筋を組み合わせて
形成されたコンクリート施工部の骨枠となる配筋部材及
び配筋の施工方法に関するものである。更に詳しくは、
鉄筋の配設が迅速にでき、かつ熟練者でなくても施工で
きる、特に布基礎の配筋に好適な配筋部材及び配筋の施
工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing member serving as a bone frame of a concrete construction portion formed by combining reinforcing bars and a method of constructing the reinforcing member. More specifically,
TECHNICAL FIELD The present invention relates to a reinforcing member and a reinforcing method suitable for a reinforcing bar of a cloth foundation, in which a reinforcing bar can be quickly arranged and can be installed even by a non-expert.

【0002】[0002]

【従来の技術】構造物を構築する際にはコンクリートが
使用される。コンクリートは性質上引張力に弱いため、
その内部には鉄筋を枠組して形成された補強用の配筋が
埋設してある。配筋は通常、現場において、作業員の手
作業により鉄筋を縦、横、高さ方向に枠組して形成され
る。配筋は、予め所定の寸法に切断された鉄筋や定尺の
鉄筋を番線等で相互に結束して配設される。
2. Description of the Related Art Concrete is used when constructing structures. Because concrete is weak in tension by nature,
Reinforcing reinforcing bars formed by framing reinforcing bars are embedded in the inside. Usually, the reinforcing bars are formed on the site by a worker's manual work by framing the reinforcing bars in the vertical, horizontal, and height directions. The reinforcing bars are arranged by binding together reinforcing bars cut in advance to predetermined dimensions or reinforcing bars of a fixed size with a number line or the like.

【0003】[0003]

【発明が解決しようとする課題】従来の配筋の形成作業
には、次のような課題があった。即ち、予め所定の寸法
に切断された鉄筋や定尺の鉄筋を番線等で相互に結束し
ていく必要があるため、多大な手間と時間がかかってい
た。また、番線による鉄筋の結束には相当の熟練を要す
るため、近年の職人不足により人材の確保が困難になり
つつあった。
The following problems have been encountered in the conventional reinforcing bar forming operation. That is, it is necessary to bind together reinforcing bars cut to a predetermined size or reinforcing bars of a fixed size with a wire or the like, which requires a great deal of labor and time. In addition, since the binding of the rebar by the track requires considerable skill, it has become difficult to secure human resources due to a shortage of craftsmen in recent years.

【0004】本発明は上記課題を解消するもので、鉄筋
の配設が迅速にでき、かつ熟練者でなくても施工できる
配筋部材及び配筋の施工方法を提供することを目的とす
る。
An object of the present invention is to solve the above-mentioned problems, and an object of the present invention is to provide a reinforcing member and a method for constructing a reinforcing bar which can be arranged quickly and can be performed even by a non-expert.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に講じた本発明の手段は次のとおりである。第1の発明
にあっては、配筋部材であって、鉄筋を組み合わせて形
成されたベース配筋部材と、鉄筋を組み合わせて形成し
てあり上記ベース配筋部材に立設される立設配筋部材
と、を備えており、上記立設配筋部材の基端部は上記立
設配筋部材を上記ベース配筋部材に対して立てたり倒し
たりできるように上記ベース配筋部材に回動可能に掛合
してあり、上記立設配筋部材は立てたときには上記ベー
ス配筋部材に対して垂直状態から所要の角度で傾倒した
状態で停止するようにしてあることを特徴とする、配筋
部材である。
Means of the present invention taken to achieve the above object are as follows. In the first invention, a reinforcing member is a base reinforcing member formed by combining rebars, and an upright arrangement formed by combining rebars and standing on the base reinforcing member. A reinforcing member, and a base end of the vertical reinforcing member is pivoted on the base reinforcing member so that the vertical reinforcing member can be set up and down with respect to the base reinforcing member. Wherein the upright reinforcing members are arranged to stop at a required angle from a vertical state with respect to the base reinforcing members when standing, It is a member.

【0006】第2の発明にあっては、配筋部材であっ
て、縦筋と横筋を組み合わせて形成されたベース配筋部
材と、縦筋と横筋を組み合わせて形成され上記ベース配
筋部材に立設される立設配筋部材と、を備えており、上
記立設配筋部材の基端部は上記立設配筋部材を上記ベー
ス配筋部材に対して立てたり倒したりできるように上記
ベース配筋部材の縦筋と横筋との交差部に回動可能に掛
合してあり、上記基端部には上記ベース配筋部材の縦筋
と横筋との交差部のうち一方の鉄筋の下側に掛合する下
部掛合部と、当該鉄筋と交差する鉄筋の上側に掛合する
上部掛合部が設けられており、上記立設配筋部材は立て
たときに上記基端部の上記上部掛合部と上記下部掛合部
とが鉄筋と掛合して上記ベース配筋部材に対して垂直状
態から所要の角度で傾倒した状態で停止するようにして
あることを特徴とする、配筋部材である。
According to a second aspect of the present invention, there is provided a reinforcing member comprising a base reinforcing member formed by combining a vertical bar and a horizontal bar, and a base reinforcing member formed by combining a vertical bar and a horizontal bar. An erecting reinforcing member to be erected, and a base end of the erecting reinforcing member is arranged so that the erecting reinforcing member can be set up or down with respect to the base reinforcing member. It is rotatably engaged with the intersection of the vertical and horizontal bars of the base reinforcing member, and the base end is located below one of the reinforcing bars of the intersection of the vertical and horizontal bars of the base reinforcing member. A lower hooking portion that hooks on the side, and an upper hooking portion that hooks on the upper side of the reinforcing bar that intersects with the reinforcing bar are provided, and the standing reinforcing bar member and the upper hooking portion of the base end when standing upright. The lower hooking portion is hooked with the reinforcing bar and at a required angle from a vertical state with respect to the base reinforcing member. Wherein the state where defeated are so as to stop a Haisuji member.

【0007】第3の発明にあっては、上記立設配筋部材
は上記ベース配筋部材に着脱できるように形成してある
ことを特徴とする、第1または第2の発明に係る配筋部
材である。
According to a third aspect of the present invention, in the reinforcing method according to the first or second aspect, the vertical reinforcing member is formed so as to be detachable from the base reinforcing member. It is a member.

【0008】第4の発明にあっては、配筋の施工方法で
あって、鉄筋を組み合わせて所定の大きさに枠組されて
いるベース配筋部材に、鉄筋を組み合わせて所定の大き
さに枠組されている立設配筋部材を上記ベース配筋部材
に対して垂直状態から所要の角度で傾倒させて仮建て
し、施工箇所に設けるステップ、仮建てされた上記立設
配筋部材と上記立設配筋部材と実質的に交わる仮建てさ
れた他の立設配筋部材を上記ベース配筋部材に対して実
質的に垂直に立てた状態で相互に直接または間接的に連
結するステップ、を含むことを特徴とする、配筋の施工
方法である。
According to a fourth aspect of the present invention, there is provided a method of arranging a reinforcing bar, wherein the reinforcing bar is combined with a reinforcing bar to a predetermined size to form a base reinforcing member. Tilting the standing reinforcing member arranged at a required angle from a vertical state with respect to the base reinforcing member, temporarily providing the same, and providing the temporary reinforcing member with the standing reinforcing member and the standing member. Directly or indirectly connecting another temporarily erected reinforcing member substantially intersecting with the arranging reinforcing member to the base reinforcing member so as to be substantially perpendicular to the base reinforcing member. It is a method of arranging reinforcement, characterized by including.

【0009】作 用 配筋部材は、縦筋と横筋等の鉄筋を組み合わせて形成さ
れたベース配筋部材及び立設配筋部材を備えているの
で、この所定の大きさに枠組されたベース配筋部材及び
立設配筋部材を施工部に並べて敷設していくことで、配
筋の形成作業が簡略化され、効率良く配筋を形成するこ
とができる。
[0009] Since the reinforcing member has a base reinforcing member and an upright reinforcing member formed by combining reinforcing bars such as vertical bars and horizontal bars, the base reinforcing member framed to a predetermined size is provided. By laying the reinforcing members and the standing reinforcing members side by side in the construction section, the forming operation of the reinforcing bars is simplified, and the reinforcing bars can be formed efficiently.

【0010】立設配筋部材の基端部はベース配筋部材の
縦筋または横筋あるいは縦筋と横筋との交差部に回動可
能に掛合してあり、上記立設配筋部材はベース配筋部材
側へ倒したり立てたりすることができるので、ベース配
筋部材側へ倒して重ね合わせて配筋部材をかさばらない
ように薄く折り畳むことができる。これにより配筋部材
は運搬や収納保管等がし易くなる。また、ベース配筋部
材と立設配筋部材とを組み合わせた状態で運搬や収納保
管が可能となるので、配筋部材の取り扱いが効率よくで
きる。
[0010] The base end of the vertical reinforcing member is rotatably engaged with a vertical or horizontal streak or an intersection of the vertical and horizontal streaks of the base reinforcing member. Since it can be leaned to the reinforcing member side or upright, it can be folded down by leaning to the base reinforcing member side so that the reinforcing member does not become bulky and thin. Thereby, the reinforcing members can be easily transported, stored and stored. In addition, since transport and storage can be performed in a state where the base reinforcing member and the standing reinforcing member are combined, handling of the reinforcing member can be performed efficiently.

【0011】立設配筋部材は、立てたときにはベース配
筋部材に対して垂直状態から所要の角度で傾倒した状態
で停止するようにしてあるので、仮建ての状態を保持す
ることができる。仮建てされた立設配筋部材は、組み上
げ時には他の立設配筋部材と交差させて直接または間接
的に連結することによりベース配筋部材に対して実質的
に垂直の状態で固定される。これにより鉄筋の配設を迅
速に、かつ簡単に短時間で行うことができ、現場におけ
る配筋の形成作業の施工性を向上させ、作業負担を軽減
することができる。更に、鉄筋の配設は熟練者でなくて
も施工できるため人材の確保も容易となる。
When the standing reinforcing member is set up, it is stopped at a required angle from a vertical state with respect to the base reinforcing member, so that it can be maintained in a temporarily built state. The temporarily erected reinforcing member is fixed in a state substantially perpendicular to the base reinforcing member by assembling and directly or indirectly intersecting the other arranging member at the time of assembling. . This makes it possible to quickly and easily arrange the reinforcing bars in a short time, thereby improving the workability of forming the reinforcing bars on site and reducing the work load. Furthermore, since the arrangement of the reinforcing bars can be performed even by a non-expert, it is easy to secure human resources.

【0012】立設配筋部材がベース配筋部材に着脱でき
るように形成してあるものにあっては、この立設配筋部
材がベース配筋部材の縦筋や横筋あるいはそれらの交差
部等任意の箇所に取り付けることができるので、例え
ば、型枠の形状や位置に対応した種々の形状の配筋部材
を形成することができる。また、立設配筋部材及びベー
ス配筋部材は個々に製造できるので、大量生産による生
産コストの低減を図ることができる。更には個々に運搬
や保管ができるので、収容部の条件等に柔軟に対応でき
る。
In the case where the vertical reinforcing member is formed so as to be attachable to and detachable from the base reinforcing member, the vertical reinforcing member may be a vertical bar or a horizontal bar of the base reinforcing member or an intersection thereof. Since it can be attached to an arbitrary position, for example, it is possible to form reinforcing members of various shapes corresponding to the shape and position of the mold. Further, since the standing reinforcing member and the base reinforcing member can be manufactured individually, the production cost can be reduced by mass production. Furthermore, since it can be individually transported and stored, it is possible to flexibly cope with the conditions of the storage section.

【0013】[0013]

【発明の実施の形態】本発明の実施の形態を図面に基づ
き更に詳細に説明する。図1は本発明に係る配筋部材の
第1の実施の形態を示し、立設配筋部材を倒してベース
配筋部材と重なった状態を示す説明図、図2は図1に示
す配筋部材の立設配筋部材がベース配筋部材に対して垂
直よりやや傾倒した状態で停止するように仮建てされた
ときの立設配筋部材の基端部を示す要部拡大斜視図であ
る。
Embodiments of the present invention will be described in more detail with reference to the drawings. FIG. 1 is an explanatory view showing a first embodiment of a reinforcing member according to the present invention, showing a state in which an upright reinforcing member is overlaid and overlaps a base reinforcing member, and FIG. 2 is a reinforcing member shown in FIG. It is a principal part expansion perspective view which shows the base end part of the standing reinforcement member when the standing reinforcement member of a member is tentatively built so that it may stop in a state where it was slightly inclined with respect to the base reinforcement member. .

【0014】符号K1は本発明に係る配筋部材を示して
いる。配筋部材K1はベース配筋部材1と、ベース配筋
部材1に取着されている立設配筋部材2を備えている。
ベース配筋部材1は、所要数の縦筋10(本実施の形態
では3本)と横筋11(本実施の形態では4本)とを備
えており、これらは溶接により接合され、格子状に形成
されている。また、図1において奥側と手前側に配置さ
れている横筋11の両端部は下方向に折曲げられてお
り、支脚部110が形成されている。
Reference numeral K1 indicates a reinforcing member according to the present invention. The reinforcement member K1 includes a base reinforcement member 1 and an upright reinforcement member 2 attached to the base reinforcement member 1.
The base reinforcing member 1 includes a required number of vertical bars 10 (three in this embodiment) and horizontal bars 11 (four in this embodiment), which are joined by welding to form a lattice. Is formed. In FIG. 1, both end portions of the horizontal streaks 11 arranged on the back side and the near side are bent downward, and the support legs 110 are formed.

【0015】立設配筋部材2は上記ベース配筋部材1と
同様に所要数の横筋20(本実施の形態では3本)と縦
筋21(本実施の形態では4本)とを備えており、互い
に溶接により接合され、格子状に形成されている。な
お、ベース配筋部材1及び立設配筋部材2の縦筋及び横
筋の数量は、図示したものに限定するものではなく、適
宜設定することができる。また、縦筋と横筋との接合方
法も溶接に限定するものではなく、例えば番線による結
束で接合してあっても良い。
The standing reinforcing member 2 has a required number of horizontal streaks 20 (three in the present embodiment) and vertical streaks 21 (four in the present embodiment), similarly to the base reinforcing member 1. And are joined to each other by welding to form a lattice. In addition, the number of the vertical streaks and the horizontal streaks of the base reinforcing member 1 and the standing reinforcing member 2 is not limited to the illustrated one, and can be set as appropriate. Further, the joining method of the vertical streak and the horizontal streak is not limited to welding, and may be joined by, for example, binding by a number line.

【0016】立設配筋部材2は基端部22に曲げ加工を
施すことで、ベース配筋部材1の縦筋10と横筋11と
の交差部12に回動可能に掛合されている。基端部22
は、まず、ベース配筋部材1の縦筋10及び横筋11が
形成する交差部12の右奥側A(図2参照)から横筋1
1より奥側に配してある縦筋10の下方を通過して、下
部掛合部である第1掛合部23aを形成しながら左奥側
Bに廻り込むように曲げられている。
The vertical reinforcing member 2 is rotatably engaged with the intersection 12 between the vertical bar 10 and the horizontal bar 11 of the base reinforcing member 1 by bending the base end portion 22. Base end 22
First, from the right rear side A (see FIG. 2) of the intersection 12 formed by the vertical bars 10 and the horizontal bars 11 of the base reinforcing member 1,
It is bent so as to pass under the vertical streak 10 arranged on the back side from 1 and go around to the left back side B while forming the first hooking portion 23a which is the lower hooking portion.

【0017】次に、縦筋10より左側に配してある横筋
11の上方を通過して、上部掛合部である第2掛合部2
3bを形成しながら左前側Cに廻り込むように曲げられ
ている。そして、横筋11より前側に配してある縦筋1
0の下方を通過して、別の下部掛合部である第3掛合部
23cを形成しながら右前側Dに廻り込むように曲げら
れている。最終的に基端部22の端部は、立設配筋部材
2の縦筋21とほぼ平行になるように形成されている。
Next, it passes over the horizontal streak 11 disposed on the left side of the vertical streak 10 and passes through the second engaging portion 2 as an upper engaging portion.
It is bent so as to go around the left front side C while forming 3b. The vertical streak 1 arranged on the front side of the horizontal streak 11
It is bent so as to pass under 0 and go around the right front side D while forming a third engagement portion 23c which is another lower engagement portion. Finally, the end of the base end 22 is formed so as to be substantially parallel to the vertical streaks 21 of the standing reinforcing bar arrangement member 2.

【0018】この構造によれば、立設配筋部材2を他方
側へ回動すると、基端部22の第1掛合部23aが横筋
11より奥側の縦筋10と掛合し、第2掛合部23bが
縦筋10より左側の横筋11と掛合し、更に第3掛合部
23cが横筋11より前側の縦筋10と掛合するので、
ベース配筋部材1に対して垂直よりやや傾倒した状態で
停止して仮建てすることができる。
According to this structure, when the vertical reinforcing member 2 is rotated to the other side, the first engaging portion 23a of the base end portion 22 engages with the vertical streak 10 deeper than the horizontal streak 11, and the second engaging portion 23a. Since the portion 23b engages with the horizontal streak 11 on the left side of the vertical streak 10, and furthermore, the third engaging portion 23c engages with the vertical streak 10 on the front side of the horizontal streak 11,
It can be stopped and temporarily built with respect to the base reinforcing member 1 slightly inclining from vertical.

【0019】(作 用)図3は図1に示す配筋部材を敷
設し、立設配筋部材を傾倒させて仮建てした状態を示す
説明図、図4は図3に示す状態から端部の交差する立設
配筋部材を垂直に立てて結束し配筋部材を組み上げた状
態を示す説明図である。図1ないし図4を参照して配筋
部材K1の作用を説明する。
(Operation) FIG. 3 is an explanatory view showing a state in which the reinforcing members shown in FIG. 1 are laid and the standing reinforcing members are tilted and temporarily erected, and FIG. 4 is an end view from the state shown in FIG. FIG. 4 is an explanatory view showing a state where the intersecting standing reinforcing members are set up vertically and bound and assembled. The operation of the reinforcing member K1 will be described with reference to FIGS.

【0020】まず、布基礎を施工する箇所に配筋部材K
1を必要数敷設する。角部の接合箇所に敷設される配筋
部材K1は立設配筋部材2の横方向の長さを切断あるい
は継ぎ足して調整する。そして、立設配筋部材2は外側
に傾倒させた状態で仮建てしておく(図3参照)。次
に、水平方向において交わり角部を構成する各立設配筋
部材2をベース配筋部材1に対して垂直に立てて番線等
により相互に固着する(図4参照)。
First, a reinforcing member K is provided at the place where the cloth foundation is to be constructed.
Lay the required number of 1s. The reinforcing member K1 laid at the joint of the corner portion is adjusted by cutting or extending the length of the reinforcing member 2 in the lateral direction. Then, the upright reinforcing members 2 are temporarily erected in a state of being inclined outward (see FIG. 3). Next, the vertical reinforcing members 2 constituting the intersection corners in the horizontal direction are vertically mounted on the base reinforcing member 1 and are fixed to each other by a number line or the like (see FIG. 4).

【0021】ベース配筋部材1及び立設配筋部材2は、
予め縦筋10、20と横筋11、21とを格子状に枠組
して所定の大きさに形成してあるため、これを施工部に
並べて配設していくことで、配筋の形成作業が簡略化さ
れ、効率良く配筋を形成することができる。
The base reinforcing member 1 and the vertical reinforcing member 2 are
Since the vertical bars 10 and 20 and the horizontal bars 11 and 21 are previously framed in a grid and formed to a predetermined size, by arranging them side by side in the construction section, the work of forming the bars can be performed. Simplified and efficient bar arrangement can be achieved.

【0022】立設配筋部材2は上記したようにベース配
筋部材1の交差部12に回動可能に掛合されており、こ
の立設配筋部材2は一方側へ回動したときに上記ベース
配筋部材1と重なるようにしてある(図1参照)。従っ
て、このような状態にすることで配筋部材K1をかさば
らないように薄く折り畳むことができる。これにより配
筋部材K1は運搬や収納保管等がし易くなる。また、ベ
ース配筋部材1と立設配筋部材2とを組み合わせた状態
で運搬や収納保管ができるので、配筋部材K1の取り扱
いがし易くなる。
The vertical reinforcing bar 2 is rotatably engaged with the crossing portion 12 of the base reinforcing bar 1 as described above. When the vertical reinforcing bar 2 rotates to one side, the vertical reinforcing bar 2 rotates. It overlaps with the base reinforcing member 1 (see FIG. 1). Therefore, in this state, the reinforcing member K1 can be folded thin so as not to be bulky. Thereby, the reinforcing member K1 can be easily transported and stored. In addition, since the base reinforcing member 1 and the standing reinforcing member 2 can be transported and stored in a combined state, the handling of the reinforcing member K1 is facilitated.

【0023】また、立設配筋部材2を立てると、基端部
22の第1掛合部23aが横筋11より奥側の縦筋10
と掛合し、第2掛合部23bが縦筋10より左側の横筋
11と掛合し、更に第3掛合部23cが横筋11より前
側の縦筋10と掛合するので、ベース配筋部材1に対し
て所要の角度で傾倒した状態、本実施の形態では、ベー
ス配筋部材1に対して垂直よりやや傾倒した状態で停止
して仮建てすることができる。
When the vertical reinforcing member 2 is erected, the first engaging portion 23a of the base end portion 22 is moved to the vertical
The second engaging portion 23b engages with the horizontal streak 11 on the left side of the vertical streak 10, and the third engaging portion 23c further engages with the vertical streak 10 on the front side of the horizontal streak 11. In the present embodiment, it is possible to stop at a certain angle with respect to the base reinforcing member 1 in a state of being tilted at a required angle, and in this embodiment, to stop and temporarily build the base reinforcing member 1.

【0024】仮建てされた立設配筋部材2は、上記した
ように組み上げ時にベース配筋部材1に対して実質的に
垂直の状態で固定される。これにより鉄筋の配設を迅速
に、かつ簡単に短時間で行うことができ、現場における
配筋の形成作業の施工性を向上させ、作業負担を軽減す
ることができる。更に、鉄筋の配設は熟練者でなくても
施工できるため人材の確保も容易となる。
The temporarily erected reinforcing member 2 is fixed substantially vertically to the base reinforcing member 1 during assembly as described above. This makes it possible to quickly and easily arrange the reinforcing bars in a short time, thereby improving the workability of forming the reinforcing bars on site and reducing the work load. Furthermore, since the arrangement of the reinforcing bars can be performed even by a non-expert, it is easy to secure human resources.

【0025】奥側と前側に配されている横筋11の両端
部は下方向に折曲げられており、支脚部110が形成さ
れているので、施工部に配設した場合に、ベース配筋部
材1と施工部表面との間にコンクリートが流入する隙間
を形成することができる。またこの隙間により、立設配
筋部材2は基端部22が施工部表面に当接することなく
回動することができる。
Both ends of the horizontal streaks 11 disposed on the back side and the front side are bent downward, and the support legs 110 are formed. A gap into which concrete flows can be formed between 1 and the construction section surface. Also, the clearance allows the standing reinforcement member 2 to rotate without the base end portion 22 abutting on the surface of the construction portion.

【0026】図5は本発明に係る配筋部材の第2の実施
の形態を示し、立設配筋部材を倒してベース配筋部材と
重なった状態を示す説明図、図6は図5に示す配筋部材
の立設配筋部材がベース配筋部材に対して垂直よりやや
傾倒した状態で停止するように仮建てされたときの立設
配筋部材の基端部を示す要部拡大斜視図である。なお、
図5及び図6において、上記配筋部材K1と同一または
同等の箇所には同一の符号を付して示している。
FIG. 5 shows a second embodiment of the reinforcing member according to the present invention. FIG. 5 is an explanatory view showing a state where the standing reinforcing member is folded down and overlaps with the base reinforcing member. FIG. A main portion enlarged perspective view showing a base end portion of the standing reinforcing member when the standing reinforcing member is temporarily erected so as to stop in a state where the reinforcing member is slightly inclined with respect to the base with respect to the base reinforcing member. FIG. In addition,
5 and 6, the same or equivalent parts as those of the reinforcing member K1 are denoted by the same reference numerals.

【0027】符号K2は本発明に係る配筋部材を示して
いる。この配筋部材K2はベース配筋部材1と、このベ
ース配筋部材1に取着されている立設配筋部材3を備え
ている。立設配筋部材3は、所要数の横筋30(本実施
の形態では3本)と縦筋31(本実施の形態では4本)
とを備えており、互いに溶接により接合され、格子状に
形成されている。
Reference numeral K2 indicates a reinforcing member according to the present invention. The reinforcing member K2 includes a base reinforcing member 1 and a standing reinforcing member 3 attached to the base reinforcing member 1. The vertical reinforcing member 3 includes a required number of horizontal streaks 30 (three in the present embodiment) and vertical streaks 31 (four in the present embodiment).
And are joined to each other by welding to form a lattice.

【0028】立設配筋部材3は基端部32に曲げ加工を
施すことで、ベース配筋部材1の縦筋10と横筋11と
の交差部12に着脱及び回動可能に掛合されている(図
5、図6参照)。基端部32は、まず、ベース配筋部材
1の縦筋10及び横筋11が形成する交差部12の右奥
側Aから横筋11より奥側の縦筋10の下方を通過し
て、下部掛合部である第1掛合部33aを形成しながら
左奥側Bに廻り込むように曲げられている。次に、縦筋
10より左側の横筋11の上方を通過して、上部掛合部
である第2掛合部33bを形成するように横に曲げられ
ている。
The vertical reinforcing bar 3 is bent at the base end 32 so as to be detachably and rotatably engaged with the intersection 12 between the vertical bar 10 and the horizontal bar 11 of the base bar 1. (See FIGS. 5 and 6). The base end portion 32 first passes from the right rear side A of the intersection 12 formed by the vertical bars 10 and the horizontal bars 11 of the base reinforcing member 1 to below the vertical bars 10 deeper than the horizontal bars 11, and engages with the lower bar. It is bent so as to wrap around to the left back side B while forming a first engaging portion 33a which is a portion. Next, it passes over the horizontal streak 11 on the left side of the vertical streak 10, and is bent laterally so as to form a second engaging portion 33b as an upper engaging portion.

【0029】(作 用)図5及び図6を参照して配筋部
材K2の作用を説明する。なお、施工方法及び作用は上
記配筋部材K1と大体において同じであるので、異る部
分についてのみ説明する。立設配筋部材3が図5、図6
に示すように、ベース配筋部材1に対して垂直よりやや
傾倒した状態で停止するように仮建てされてあるとき、
基端部32の第1掛合部33aは横筋11より奥側の縦
筋10に掛合しており、第2掛合部33bは縦筋10よ
り左側の横筋11に掛合している状態にある。立設配筋
部材は、図5において奥側にややスライドさせて第2の
掛合部と横筋11の掛合を解除し、更に下方に落とし込
んで第1の掛合部と縦筋10の掛合を解除することによ
って、ベース配筋部材から取り外すことができる。
(Operation) The operation of the reinforcing member K2 will be described with reference to FIGS. In addition, since the construction method and operation are substantially the same as those of the reinforcing member K1, only different portions will be described. The standing reinforcing member 3 is shown in FIGS.
As shown in the figure, when it is temporarily built so as to stop in a state where it is slightly inclined from the vertical with respect to the base reinforcing member 1,
The first engaging portion 33a of the base end portion 32 is engaged with the vertical streak 10 on the back side of the horizontal streak 11, and the second engaging portion 33b is engaged with the horizontal streak 11 on the left side of the vertical streak 10. The vertical reinforcing member is slid slightly to the rear side in FIG. 5 to release the engagement between the second engaging portion and the horizontal streak 11, and is further dropped downward to release the engagement between the first engaging portion and the vertical streak 10. Thereby, it can be removed from the base reinforcing member.

【0030】立設配筋部材3の基端部32が上記したよ
うにベース配筋部材1に着脱できるように形成してある
ので、この立設配筋部材3をベース配筋部材1に形成さ
れた任意の交差部12に取着することができる。これに
より、例えば、型枠の形状や位置に対応した種々の形状
の配筋部材K2を形成することができる。また、この場
合、立設配筋部材3及びベース配筋部材1は個々に製造
できるので、これらは大量生産による生産コストの低減
を図ることができる。更には運搬や保管時にベース配筋
部材1と立設配筋部材3とを別々に取り扱うことができ
るので、収容部の条件に柔軟に対応でき、管理もし易く
なる。
Since the base end portion 32 of the standing reinforcing member 3 is formed so as to be detachable from the base reinforcing member 1 as described above, the standing reinforcing member 3 is formed on the base reinforcing member 1. It can be attached to any given intersection 12. Thereby, for example, it is possible to form the reinforcing member K2 having various shapes corresponding to the shape and the position of the mold. Also, in this case, since the standing reinforcing member 3 and the base reinforcing member 1 can be manufactured individually, it is possible to reduce the production cost by mass production. Furthermore, since the base reinforcing member 1 and the vertical reinforcing member 3 can be handled separately during transportation and storage, it is possible to flexibly cope with the conditions of the storage portion and to facilitate management.

【0031】図7は本発明に係る配筋部材の第3の実施
の形態を示し、立設配筋部材がベース配筋部材に対して
垂直よりやや傾倒した状態で停止するように仮建てされ
たときの立設配筋部材の基端部を示す要部拡大斜視図で
ある。なお、図7において、上記配筋部材K1、K2と
同一または同等の箇所には、同一の符号を付して示して
いる。立設配筋部材4は縦筋41を備えており、基端部
42に曲げ加工を施すことでベース配筋部材1の縦筋1
0に着脱及び回動可能に掛合されている。
FIG. 7 shows a third embodiment of the reinforcing member according to the present invention. The reinforcing member is temporarily erected so as to stop in a state where the vertical reinforcing member is slightly inclined from the vertical with respect to the base reinforcing member. It is a principal part expansion perspective view which shows the base end part of the standing reinforcement arrangement member at the time of it. In FIG. 7, the same or equivalent parts as those of the reinforcing members K1 and K2 are denoted by the same reference numerals. The vertical reinforcing bar member 4 includes a vertical bar 41, and the base bar 42 is bent to form a vertical bar 1 of the base bar bar 1.
0 so as to be detachable and rotatable.

【0032】基端部42は、まず、ベース配筋部材1の
縦筋10の右側Eからこの縦筋10の下方を通過して、
下部掛合部である第1掛合部43aを形成しながら左側
Fに廻り込むように曲げられている。次に、上記縦筋1
0とほぼ平行の状態を保ちながら奥側に倒されており、
そして、縦筋10の上方を通過して再び右側Eに、上部
掛合部である第2掛合部43bを形成して横に曲げられ
ている。これによれば、立設配筋部材4の基端部42
は、交差部に限定されず縦筋の任意の位置に着脱可能に
取着することができる。なお、本実施の形態において立
設配筋部材4は縦筋10に掛合してあるが、横筋11で
あっても良い。
First, the base end portion 42 passes from the right side E of the vertical streak 10 of the base reinforcing member 1 and passes below this vertical streak 10,
It is bent so as to wrap around to the left side F while forming a first engagement portion 43a as a lower engagement portion. Next, the vertical streak 1
It is tilted to the back side while maintaining a state almost parallel to 0,
Then, a second engaging portion 43b, which is an upper engaging portion, is formed on the right side E again after passing above the vertical streak 10, and is bent laterally. According to this, the base end portion 42 of the standing reinforcing arrangement member 4
Can be detachably attached to any position of the vertical streak without being limited to the intersection. In the present embodiment, the vertical reinforcing bar member 4 is engaged with the vertical bar 10, but may be the horizontal bar 11.

【0033】本明細書で使用している用語と表現は、あ
くまでも説明上のものであって、なんら限定的なもので
はなく、本明細書に記述された特徴およびその一部と等
価の用語や表現を除外する意図はない。また、本発明の
技術思想の範囲内で、種々の変形態様が可能であるとい
うことは言うまでもない。
The terms and expressions used in this specification are illustrative only and are not intended to be limiting. Terms and expressions equivalent to the features described in this specification and some of them are not limited to these terms and expressions. There is no intention to exclude expression. It goes without saying that various modifications are possible within the scope of the technical idea of the present invention.

【0034】[0034]

【発明の効果】本発明は上記構成を備え、次の効果を有
する。 (a)配筋部材は、縦筋と横筋等の鉄筋を組み合わせて
形成されたベース配筋部材及び立設配筋部材を備えてい
るので、この所定の大きさに枠組されたベース配筋部材
及び立設配筋部材を施工部に並べて敷設していくこと
で、配筋の形成作業が簡略化され、効率良く配筋を形成
することができる。
The present invention has the above configuration and has the following effects. (A) Since the reinforcing member includes a base reinforcing member and a standing reinforcing member formed by combining reinforcing bars such as vertical bars and horizontal bars, the base reinforcing member framed to the predetermined size. By laying and arranging the standing reinforcement members in the construction section, the operation of forming the reinforcement is simplified, and the reinforcement can be efficiently formed.

【0035】(b)立設配筋部材の基端部はベース配筋
部材の縦筋または横筋あるいは縦筋と横筋との交差部に
回動可能に掛合してあり、上記立設配筋部材はベース配
筋部材側へ倒したり立てたりすることができるので、ベ
ース配筋部材側へ倒して重ね合わせて配筋部材をかさば
らないように薄く折り畳むことができる。これにより配
筋部材は運搬や収納保管等がし易くなる。また、ベース
配筋部材と立設配筋部材とを組み合わせた状態で運搬や
収納保管が可能となるので、配筋部材の取り扱いが効率
よくできる。
(B) The base end portion of the vertical reinforcing member is rotatably engaged with the vertical or horizontal streak of the base reinforcing member or the intersection of the vertical and horizontal streaks. Can be leaned or raised to the base reinforcing member side, and can be folded down to the base reinforcing member side to be folded thin so that the reinforcing member is not bulky. Thereby, the reinforcing members can be easily transported, stored and stored. In addition, since transport and storage can be performed in a state where the base reinforcing member and the standing reinforcing member are combined, handling of the reinforcing member can be performed efficiently.

【0036】(c)立設配筋部材は、立てたときにはベ
ース配筋部材に対して垂直状態から所要の角度で傾倒し
た状態で停止するようにしてあるので、仮建ての状態を
保持することができる。仮建てされた立設配筋部材は、
組み上げ時には他の立設配筋部材と交差させて直接また
は間接的に連結することによりベース配筋部材に対して
実質的に垂直の状態で固定される。これにより鉄筋の配
設を迅速に、かつ簡単に短時間で行うことができ、現場
における配筋の形成作業の施工性を向上させ、作業負担
を軽減することができる。更に、鉄筋の配設は熟練者で
なくても施工できるため人材の確保も容易となる。
(C) Since the standing reinforcing members are inclined at a required angle from a vertical state with respect to the base reinforcing members when the standing reinforcing members are erected, the temporary reinforcing state must be maintained. Can be. The temporarily erected reinforcing bars are
At the time of assembling, it is fixed in a substantially vertical state with respect to the base reinforcing member by crossing directly or indirectly with other standing reinforcing members. This makes it possible to quickly and easily arrange the reinforcing bars in a short time, thereby improving the workability of forming the reinforcing bars on site and reducing the work load. Furthermore, since the arrangement of the reinforcing bars can be performed even by a non-expert, it is easy to secure human resources.

【0037】(d)立設配筋部材がベース配筋部材に着
脱できるように形成してあるものにあっては、この立設
配筋部材がベース配筋部材の縦筋や横筋あるいはそれら
の交差部等任意の箇所に取り付けることができるので、
例えば、型枠の形状や位置に対応した種々の形状の配筋
部材を形成することができる。また、立設配筋部材及び
ベース配筋部材は個々に製造できるので、大量生産によ
る生産コストの低減を図ることができる。更には個々に
運搬や保管ができるので、収容部の条件等に柔軟に対応
できる。
(D) In the case where the vertical reinforcing member is formed so as to be detachable from the base reinforcing member, the vertical reinforcing member may be a vertical bar or a horizontal bar of the base reinforcing member, or any of the vertical bars and the horizontal bars. Since it can be attached to any place such as an intersection,
For example, it is possible to form reinforcing members of various shapes corresponding to the shape and position of the mold. Further, since the standing reinforcing member and the base reinforcing member can be manufactured individually, the production cost can be reduced by mass production. Furthermore, since it can be individually transported and stored, it is possible to flexibly cope with the conditions of the storage section.

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

【図1】本発明に係る配筋部材の第1の実施の形態を示
し、立設配筋部材を倒してベース配筋部材と重なった状
態を示す説明図。
FIG. 1 is an explanatory view showing a first embodiment of a reinforcing member according to the present invention, showing a state in which an upright reinforcing member is folded down and overlaps a base reinforcing member.

【図2】図1に示す配筋部材の立設配筋部材がベース配
筋部材に対して垂直よりやや傾倒した状態で停止するよ
うに仮建てされたときの立設配筋部材の基端部を示す要
部拡大斜視図。
FIG. 2 shows the base end of the standing reinforcing member when the standing reinforcing member of the reinforcing member shown in FIG. 1 is temporarily erected so as to stop in a state where the reinforcing member is slightly inclined with respect to the base. The principal part expansion perspective view which shows a part.

【図3】図1に示す配筋部材を敷設し、立設配筋部材を
傾倒させて仮建てした状態を示す説明図。
FIG. 3 is an explanatory view showing a state in which the reinforcement members shown in FIG. 1 are laid, and the standing reinforcement members are tilted and temporarily erected.

【図4】図3に示す状態から端部の交差する立設配筋部
材を垂直に立てて結束し配筋部材を組み上げた状態を示
す説明図。
FIG. 4 is an explanatory view showing a state in which standing reinforcing members having crossing ends are vertically erected and bound from the state shown in FIG. 3 to assemble the reinforcing members;

【図5】本発明に係る配筋部材の第2の実施の形態を示
し、立設配筋部材を倒してベース配筋部材と重なった状
態を示す説明図。
FIG. 5 is an explanatory view showing a second embodiment of a reinforcing member according to the present invention, showing a state in which an upright reinforcing member is folded down and overlaps a base reinforcing member.

【図6】図5に示す配筋部材の立設配筋部材がベース配
筋部材に対して垂直よりやや傾倒した状態で停止するよ
うに仮建てされたときの立設配筋部材の基端部を示す要
部拡大斜視図。
FIG. 6 shows the base end of the standing reinforcing member when the standing reinforcing member of the reinforcing member shown in FIG. 5 is temporarily erected so as to stop in a state where the reinforcing member is slightly inclined with respect to the base. The principal part expansion perspective view which shows a part.

【図7】本発明に係る配筋部材の第3の実施の形態を示
し、立設配筋部材がベース配筋部材に対して垂直よりや
や傾倒した状態で停止するように仮建てされたときの立
設配筋部材の基端部を示す要部拡大斜視図。
FIG. 7 shows a third embodiment of a reinforcement member according to the present invention, in which a vertical reinforcement member is temporarily erected so as to stop in a state of being slightly tilted from a vertical position with respect to a base reinforcement member. The principal part expansion perspective view which shows the base end part of the standing reinforcement arrangement member of FIG.

【符号の説明】[Explanation of symbols]

K1、K2 配筋部材 A 右奥側 B 左奥側 C 左前側 D 右前側 E 右側 F 左側 1 ベース配筋部材 10 縦筋 11 横筋 12 交差部 2 立設配筋部材 20 横筋 21 縦筋 22 基端部 23a 第1掛合部 23b 第2掛合部 23c 第3掛合部 3 立設配筋部材 30 横筋 31 縦筋 32 基端部 33a 第1掛合部 33b 第2掛合部 4 立設配筋部材 41 縦筋 42 基端部 43a 第1掛合部 43b 第2掛合部 K1, K2 Reinforcement members A Right rear side B Left rear side C Left front side D Right front side E Right side F Left side 1 Base reinforcing member 10 Vertical bars 11 Horizontal bars 12 Intersection 2 Standing bar members 20 Horizontal bars 21 Vertical bars 22 bases End 23a First engaging portion 23b Second engaging portion 23c Third engaging portion 3 Upright reinforcing member 30 Lateral streak 31 Vertical streak 32 Base end 33a First engaging portion 33b Second engaging portion 4 Upright reinforcing member 41 Vertical Streak 42 Base end 43a First hook 43b Second hook

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成9年4月24日[Submission date] April 24, 1997

【手続補正1】[Procedure amendment 1]

【補正対象書類名】図面[Document name to be amended] Drawing

【補正対象項目名】全図[Correction target item name] All figures

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【図1】 FIG.

【図2】 FIG. 2

【図3】 FIG. 3

【図4】 FIG. 4

【図5】 FIG. 5

【図6】 FIG. 6

【図7】 FIG. 7

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 配筋部材であって、 鉄筋を組み合わせて形成されたベース配筋部材と、 鉄筋を組み合わせて形成してあり上記ベース配筋部材に
立設される立設配筋部材と、を備えており、 上記立設配筋部材の基端部は上記立設配筋部材を上記ベ
ース配筋部材に対して立てたり倒したりできるように上
記ベース配筋部材に回動可能に掛合してあり、 上記立設配筋部材は立てたときには上記ベース配筋部材
に対して垂直状態から所要の角度で傾倒した状態で停止
するようにしてあることを特徴とする、 配筋部材。
1. A reinforcing member, comprising: a base reinforcing member formed by combining rebars; an upright reinforcing member formed by combining rebars and standing on the base reinforcing member; A base end portion of the vertical reinforcing member is rotatably engaged with the base reinforcing member so that the vertical reinforcing member can be set up and down with respect to the base reinforcing member. The reinforcing bar arrangement member is characterized in that, when standing, the standing reinforcement member stops at a required angle from a vertical state with respect to the base reinforcement member.
【請求項2】 配筋部材であって、 縦筋と横筋を組み合わせて形成されたベース配筋部材
と、 縦筋と横筋を組み合わせて形成され上記ベース配筋部材
に立設される立設配筋部材と、を備えており、 上記立設配筋部材の基端部は上記立設配筋部材を上記ベ
ース配筋部材に対して立てたり倒したりできるように上
記ベース配筋部材の縦筋と横筋との交差部に回動可能に
掛合してあり、 上記基端部には上記ベース配筋部材の縦筋と横筋との交
差部のうち一方の鉄筋の下側に掛合する下部掛合部と、
当該鉄筋と交差する鉄筋の上側に掛合する上部掛合部が
設けられており、 上記立設配筋部材は立てたときに上記基端部の上記上部
掛合部と上記下部掛合部とが鉄筋と掛合して上記ベース
配筋部材に対して垂直状態から所要の角度で傾倒した状
態で停止するようにしてあることを特徴とする、 配筋部材。
2. A bar arrangement member, comprising: a base reinforcement member formed by combining a vertical line and a horizontal line; and an upright arrangement formed by combining a vertical line and a horizontal line, and standing upright on the base reinforcement member. And a vertical bar of the base reinforcing member so that the vertical reinforcing member can be raised or lowered with respect to the base reinforcing member. A lower engaging portion engaged with a lower side of one of the intersections between the vertical and horizontal bars of the base reinforcing member at the base end portion. When,
An upper engaging portion is provided to engage above the reinforcing bar intersecting with the reinforcing bar. When the standing reinforcing member is erected, the upper engaging portion and the lower engaging portion of the base end engage with the reinforcing bar. And stopping at a state where the base reinforcing member is tilted at a required angle from a vertical state with respect to the base reinforcing member.
【請求項3】 上記立設配筋部材は上記ベース配筋部材
に着脱できるように形成してあることを特徴とする、 請求項1または2記載の配筋部材。
3. The reinforcing member according to claim 1, wherein the vertical reinforcing member is formed so as to be detachable from the base reinforcing member.
【請求項4】 配筋の施工方法であって、 鉄筋を組み合わせて所定の大きさに枠組されているベー
ス配筋部材に、鉄筋を組み合わせて所定の大きさに枠組
されている立設配筋部材を上記ベース配筋部材に対して
垂直状態から所要の角度で傾倒させて仮建てし、施工箇
所に設けるステップ、 仮建てされた上記立設配筋部材と上記立設配筋部材と実
質的に交わる仮建てされた他の立設配筋部材を上記ベー
ス配筋部材に対して実質的に垂直に立てた状態で相互に
直接または間接的に連結するステップ、を含むことを特
徴とする、 配筋の施工方法。
4. A method of arranging a reinforcing bar, comprising: a vertical reinforcing bar framed to a predetermined size by combining a reinforcing bar with a base reinforcing member framed to a predetermined size by combining a reinforcing bar. Tilting the member at a required angle from a vertical state with respect to the base reinforcing member and temporarily constructing the member, and providing the member at a construction site, wherein the temporarily erected reinforcing member and the standing reinforcing member are substantially Directly or indirectly connecting the other temporarily erected reinforcing members intersecting with the base reinforcing members substantially vertically to the base reinforcing members. Rebar arrangement method.
JP8359281A 1996-12-27 1996-12-27 Reinforcement members and method of construction Expired - Lifetime JP3026166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8359281A JP3026166B2 (en) 1996-12-27 1996-12-27 Reinforcement members and method of construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8359281A JP3026166B2 (en) 1996-12-27 1996-12-27 Reinforcement members and method of construction

Publications (2)

Publication Number Publication Date
JPH10196118A true JPH10196118A (en) 1998-07-28
JP3026166B2 JP3026166B2 (en) 2000-03-27

Family

ID=18463701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8359281A Expired - Lifetime JP3026166B2 (en) 1996-12-27 1996-12-27 Reinforcement members and method of construction

Country Status (1)

Country Link
JP (1) JP3026166B2 (en)

Also Published As

Publication number Publication date
JP3026166B2 (en) 2000-03-27

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