JP3026166B2 - Reinforcement members and method of construction - Google Patents

Reinforcement members and method of construction

Info

Publication number
JP3026166B2
JP3026166B2 JP8359281A JP35928196A JP3026166B2 JP 3026166 B2 JP3026166 B2 JP 3026166B2 JP 8359281 A JP8359281 A JP 8359281A JP 35928196 A JP35928196 A JP 35928196A JP 3026166 B2 JP3026166 B2 JP 3026166B2
Authority
JP
Japan
Prior art keywords
base
reinforcing member
reinforcing
vertical
bar
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.)
Expired - Lifetime
Application number
JP8359281A
Other languages
Japanese (ja)
Other versions
JPH10196118A (en
Inventor
信寿 中牟田
Original Assignee
株式会社筑紫製作所
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 株式会社筑紫製作所 filed Critical 株式会社筑紫製作所
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

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

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
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。
Means of the present invention taken to achieve the above object are as follows. In the first invention, the reinforcing member is 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, and is erected on the base reinforcing member. And a base end portion of the standing reinforcement member, wherein the base end portion of the standing reinforcement member is provided with the base distribution member so that the standing reinforcement member can be set up and down with respect to the base reinforcement member. The base member is rotatably engaged with an intersection of a vertical bar and a horizontal bar of the reinforcing member , and the base end portion includes a lower side of one of the cross bars of the vertical bar and the horizontal bar of the base reinforcing member. A lower engaging portion, and an upper engaging portion which is engaged on an upper side of the reinforcing bar intersecting with the reinforcing bar , wherein the upright reinforcing member is provided with the upper engaging portion of the base end portion when standing. The lower engagement portion engages with the rebar and tilts at a required angle from a vertical state with respect to the base reinforcing member. Characterized in that you have to stop in a state, a Haisuji member.

【0006】第の発明にあっては、立設配筋部材は
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の発明に係る配筋部材である。
[0006] In the second aspect of the invention, standing設配muscle member,
A reinforcing member according to the first invention, which is formed so as to be detachable from a base reinforcing member.

【0007】第の発明にあっては、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
、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よう
仮建てされた他の立設配筋部材とを上記ベース配筋
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 third aspect of the present invention, there is provided a method of arranging a reinforcing bar, wherein a reinforcing bar is combined with a base reinforcing member framed to a predetermined size, and a reinforcing bar is combined with the reinforcing bar to a predetermined size. the standing設配muscle member, which is, with built provisionally by tilting at a predetermined angle from the vertical state with respect to the base reinforcement member, the step of providing the treated region, and provisionally built been said start設配muscle member , as intersecting the raised設配muscle member substantially
And another standing設配muscle member which is built provisionally, characterized in that it comprises a step, substantially directly to each other or indirectly connected in vertically upright position with respect to the base reinforcement member This is the method of rebar arrangement.

【0008】作 用 配筋部材は、縦筋と横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。
[0008] Since the reinforcing member has a base reinforcing member and an upright reinforcing member formed by combining a vertical bar and a horizontal bar, the base reinforcing member and the base reinforcing member framed to a predetermined size are provided. By laying the standing reinforcement members side by side in the construction section, the operation of forming the reinforcement is simplified, and the reinforcement can be formed efficiently.

【0009】立設配筋部材の基端部はベース配筋部材
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。
A base end of the vertical reinforcing member is rotatably engaged with an intersection of a vertical bar and a horizontal bar of the base reinforcing member, and the vertical reinforcing member moves toward the base reinforcing member. Since it can be turned upside down, it can be folded down by leaning to the base reinforcing member side so that the reinforcing member can be folded thin so as not to be bulky. Thereby, the reinforcing members can be easily transported, stored and stored. In addition, since it is possible to carry and store in a state where the base reinforcing member and the standing reinforcing member are combined,
It is possible to efficiently handle the reinforcing member.

【0010】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。
[0010] When the standing reinforcing member is erected, it stops at a required angle from the vertical state with respect to the base reinforcing member, so that the standing reinforcing member 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.

【0011】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
ベース配筋部材の任意の交差部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 detachable from the base reinforcing member , the vertical reinforcing member can be attached to an arbitrary intersection of the base reinforcing member. For example, reinforcing members of various shapes corresponding to the shape and position of the mold can be formed. Also, since the vertical reinforcing member and the base reinforcing member can be manufactured individually,
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.

【0012】[0012]

【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. .

【0013】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.

【0014】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 bars 20 (three in this embodiment) and vertical bars 21 (four in this 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.

【0015】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.

【0016】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 above 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.

【0017】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 behind 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.

【0018】(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.

【0019】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 a place where a fabric 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).

【0020】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 standing 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.

【0021】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 member 2 is rotatably engaged with the intersection 12 of the base reinforcing member 1 as described above. When the vertical reinforcing member 2 is rotated to one side, the vertical reinforcing member 2 is rotated. 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.

【0022】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 pulled up by the vertical streaks 10
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.

【0023】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 reinforcement member 2 is fixed substantially vertically to the base reinforcement 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.

【0024】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 arranged 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.

【0025】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, and is an explanatory view showing a state in which the standing reinforcing member is folded down and overlaps with the base reinforcing member, and 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.

【0026】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.

【0027】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.

【0028】(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掛合部33bと横筋
11の掛合を解除し、更に下方に落とし込んで第1掛合
33a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. As shown in FIGS. 5 and 6, when the upright reinforcing member 3 is temporarily erected 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 end of the base end portion 32 is stopped. The engaging portion 33a is engaged with the vertical streak 10 behind 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 3 is slightly slid to the rear side in FIG. 5 to release the engagement between the second engaging portion 33b and the horizontal line 11, and is further dropped downward to release the engagement between the first engaging portion 33a and the vertical line 10. By doing so, it can be removed from the base reinforcing member 1 .

【0029】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 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.

【0030】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.

【0031】[0031]

【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 an upright reinforcing member formed by combining a vertical bar and a horizontal bar, the base reinforcing member and the upright frame arranged to have a predetermined size. By laying and arranging the reinforcement members in the construction section, the operation of forming the reinforcement is simplified, and the reinforcement can be efficiently formed.

【0032】(b) 立設配筋部材の基端部はベース
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。
[0032] (b) a base end portion of the upright設配muscle member, Yes to engage rotatably the intersection of the vertical stripes and horizontal stripes of the base reinforcement member, the raised設配muscle member base Reinforcement Since the member can be leaned or set up on the member side, the member can be folded down on the side of the base reinforcing member so as 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.

【0033】(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) When the standing reinforcing member is set up, it is stopped at a required angle from the vertical state with respect to the base reinforcing member, so that the temporary reinforcing state is maintained. Can be. 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,
It is possible to improve the workability of the work of forming the reinforcing bars on the site and reduce 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.

【0034】(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
設配筋部材ベース配筋部材の任意の交差部に取り付け
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 standing reinforcing member is formed so as to be detachable from the base reinforcing member , the standing reinforcing member is attached to an arbitrary intersection of the base reinforcing member. Therefore, for example, it is possible to form reinforcing bars 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.

【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 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 K1, K2 Reinforcement members A Right back side B Left back side C Left front side D Right front side 1 Base reinforcement member 10 Vertical reinforcement 11 Horizontal reinforcement 12 Intersection 2 Standing reinforcement arrangement member 20 Horizontal reinforcement 21 Vertical reinforcement 22 Base end 23a 1 engaging portion 23b second engaging portion 23c third engaging portion 3 standing reinforcing member 30 horizontal streak 31 vertical streak 32 base end 33a first engaging portion 33b second engaging portion

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 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。
1. 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 muscle member has a base end portion of the raised設配muscle member, the vertical of the base reinforcement member so that the raised設配muscle member may or defeated or upright with respect to the base reinforcement member intersection of the muscle and the lateral stripes Yes to engage rotatably in the said base end portion, a lower portion engages the lower side of one of the reinforcing bars of the intersection of the vertical stripes and horizontal stripes of the base reinforcement member A hook portion, and an upper hook portion hooked above a reinforcing bar intersecting with the reinforcing bar is provided, and the upright bar arranging member is configured such that the upper hook portion and the lower hook portion of the base end when the upright bar is erected. Is engaged with the reinforcing bar and tilted at a required angle from the vertical state with respect to the base reinforcing member. Characterized in that you have to stop, Haisuji member.
【請求項2】 立設配筋部材は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記載の配筋部材。
2. A standing設配muscle member is characterized in that is formed so as to be detachable from the base reinforcement member, according to claim 1 Haisuji member according.
【請求項3】 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
実質的に交わるように仮建てされた他の立設配筋部材と
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。
3. A method of arranging reinforcing bars, comprising: a reinforcing bar arranging a predetermined size by combining a reinforcing bar with a base reinforcing member framed to a predetermined size by combining reinforcing bars. the members, and built provisionally by tilting at a predetermined angle from the vertical state with respect to the base reinforcement member, the step of providing the treated region, and provisionally built been said start設配muscle member, the raised設配muscle member And directly or indirectly interconnecting another standing reinforcing member temporarily erected so as to substantially intersect with the base reinforcing member in a state of being substantially perpendicular to the base reinforcing member. A method of arranging reinforcement, including:
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 JPH10196118A (en) 1998-07-28
JP3026166B2 true 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
JPH10196118A (en) 1998-07-28

Similar Documents

Publication Publication Date Title
JPH05272189A (en) Architectural metal panel
MXPA01008887A (en) Modular element for crawl spaces and floor structures.
JP3026166B2 (en) Reinforcement members and method of construction
JP2810937B2 (en) Cloth reinforcement frame reinforcement method of cloth foundation reinforcement
JP4881509B2 (en) Opening reinforcing structure of concrete foundation and opening reinforcing method thereof
JP3451055B2 (en) Horizontal frame for forming a legal frame
JPH09165860A (en) Joint structure of precast concrete floor
JP3170487B2 (en) Frame body for forming legal frame
JPH0714432Y2 (en) Foundation frame
JPH0643237Y2 (en) Formwork for legal form
JP2000096771A (en) Method for constructing bar arrangement for floor
JP4311638B2 (en) Formwork for a legal frame and a legal frame construction method using the same
JP2700637B2 (en) Slope stable structure
JPH037447Y2 (en)
JP2000073379A (en) Bar arrangement for mat foundation work execution, and work execution method of the mat foundation
JP4079355B2 (en) Wire mesh formwork used in the frame construction method
JPH11269824A (en) Form with reinforcing bar for bridge and execution method of floor slab
JP2002256567A (en) Foundation reinforcement and foundation reinforcement structure using this foundation reinforcement
JPH05148851A (en) Framing method for slope form
JP3000877U (en) Positioning structure of concrete rebar
JP2000192662A (en) Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies
JP2000144636A (en) Prefabricated floor board for bridge and floor board execution method
JPH08218394A (en) Reinforcing bar structure of concrete continuous footing and manufacture thereof
JPH084176A (en) Joint method of beam/slab
JP2001226975A (en) Slope protective work preparing form

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080128

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090128

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090128

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100128

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110128

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110128

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120128

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130128

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130128

Year of fee payment: 13

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term