JP2503729Y2 - Reinforcing frame for cloth foundation - Google Patents
Reinforcing frame for cloth foundationInfo
- Publication number
- JP2503729Y2 JP2503729Y2 JP2716793U JP2716793U JP2503729Y2 JP 2503729 Y2 JP2503729 Y2 JP 2503729Y2 JP 2716793 U JP2716793 U JP 2716793U JP 2716793 U JP2716793 U JP 2716793U JP 2503729 Y2 JP2503729 Y2 JP 2503729Y2
- Authority
- JP
- Japan
- Prior art keywords
- bar
- vertical
- muscle
- horizontal
- standing
- 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
Links
Landscapes
- Foundations (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は布基礎用鉄筋枠に関す
る。TECHNICAL FIELD The present invention relates to a reinforcing bar frame for a cloth foundation.
【0002】[0002]
【従来の技術】従来から布基礎用の鉄筋枠は、施工の能
率化と輸送の効率化を達成するために各種の技術が提案
されているが、上記目的を十分に達成できるものには至
っていない。すなわち、輸送の効率化、剛性増大を達成
すべく提案された実公昭52ー7053号公報開示の技
術は、ベース筋に対して立上り筋がその立上り姿勢を単
独で維持できないため、施工時の施工方法が限定された
り、何らかの支持手段を付加する必要があり、また両者
のあばら鉄筋がW字形状に連続しているから折畳み時に
干渉する部分が生じ、その分収納性が悪くなるものであ
る。次に、実公昭56ー29452号公報及び実公昭6
0ー33158号公報に開示された技術は、共にベース
筋に対して立上り筋を中央部で起立状態を確保し、輸送
時には立上り筋を倒伏するものであるが、倒伏時に立上
り筋のベース筋に対する係合端をベース筋の内側端へ移
動できず、輸送時の幅寸法が広幅となり、輸送効率の点
で難点がある。2. Description of the Related Art Conventionally, various techniques have been proposed for a reinforcing bar frame for a cloth foundation in order to achieve efficient construction and efficient transportation, but it has not been possible to sufficiently achieve the above-mentioned object. Not in. That is, the technique disclosed in Japanese Utility Model Publication No. 52-7053 proposed to achieve efficient transportation and increased rigidity is that the standing muscle cannot maintain its standing posture with respect to the base muscle. The method is limited, or some kind of supporting means needs to be added, and since the ribs of both ribs are continuous in a W shape, there is a portion that interferes when folded, and the storability deteriorates accordingly. Next, Japanese Utility Model Publication No. 56-29452 and Japanese Utility Model Publication No. 6
The technique disclosed in Japanese Patent Publication No. 0-33158 secures the standing muscle in the standing state in the central portion with respect to the base muscle, and lays down the standing muscle during transportation. Since the engaging end cannot be moved to the inner end of the base muscle, the width dimension during transportation becomes wide, and there is a problem in terms of transportation efficiency.
【0003】[0003]
【考案が解決しようとする課題】本考案は上記従来技術
に鑑み、輸送時には構造的な限界までコンパクトに折り
畳みでき、施工時にはベース筋に対して立上り筋を長手
方向(縦方向)と起立姿勢に所要の自由度を有して保持
できる布基礎用鉄筋枠を提供するものである。In view of the above-mentioned prior art, the present invention can be folded compactly up to the structural limit during transportation, and the standing muscle is placed in the longitudinal direction (vertical direction) and the standing posture with respect to the base muscle during construction. Provided is a rebar frame for a cloth foundation which can be held with a required degree of freedom.
【0004】[0004]
【課題を解決するための手段】本考案の布基礎用鉄筋枠
は、所要間隔で対設した縦筋に所要の間隔で複数個の横
筋を一体に横設して成るベース筋と、所要間隔で所要数
縦設した縦筋に所要の間隔で複数個の横筋を一体に横設
して成る立上り筋とから成る鉄筋枠において、立上り筋
が該立上り筋における横筋は何れか一側の縦筋より所要
丈オーバーハングして横設され、該オーバーハング側横
筋の端部に、該一側の縦筋の取着側と反対側に支持縦筋
を一体に縦設して成り、前記一側の縦筋と支持縦筋との
空間にベース筋の横筋を挿通し、両者を結合して成るも
のである。A rebar frame for a cloth foundation according to the present invention comprises a base bar formed by integrally arranging a plurality of horizontal bars at required intervals on vertical bars opposite to each other at required intervals, and a required interval. In a rebar frame consisting of a vertical reinforcing bar consisting of a plurality of horizontal reinforcing bars that are integrally installed at required intervals on a vertical reinforcing bar, the rising bar is a vertical bar on either one of the vertical bars. The required length is overhanged horizontally, and at the end of the overhang side horizontal bar, a supporting vertical bar is vertically installed integrally on the opposite side to the attachment side of the vertical bar on the one side. The horizontal line of the base line is inserted into the space between the vertical line and the vertical line of the support, and the two are connected.
【0005】[0005]
【作用】ベース筋に対し、立上り筋は支持縦筋を下方に
向けて起立し、起立限界で支持縦筋の内面がベース筋の
横筋の下面に当接して姿勢が保持され、折畳み時には、
ベース筋の横筋が両縦筋の上面に一体のものにおいて
は、立上り筋の支持縦筋の外面がベース筋の縦筋の内面
に当接する位置まで畳まれ、ベース筋の横筋が一方にお
いて縦筋の上面に接合され、他方においては縦筋の下面
に接合されて成るベース筋においては、立上り筋の支持
縦筋側の外面がベース筋の横筋を下面に接合する縦筋の
内面に当接する位置(構造限界)まで幅方向がコンパク
トに折り畳まれる。[Function] With respect to the base muscle, the standing muscle stands up with the supporting vertical muscles directed downward, and the inner surface of the supporting vertical muscles abuts the lower surface of the horizontal muscles of the base muscles at the standing limit to maintain the posture.
If the horizontal muscle of the base muscle is integrated with the upper surface of both vertical muscles, the outer surface of the supporting vertical muscle of the standing muscle is folded to the position where it abuts the inner surface of the vertical muscle of the base muscle, and the horizontal muscle of the base muscle is In the base muscle that is joined to the upper surface of the vertical muscle and on the other side to the lower surface of the vertical muscle, the outer surface on the side of the supporting vertical muscle of the rising muscle contacts the inner surface of the vertical muscle that connects the horizontal muscle of the base muscle to the lower surface. The width direction can be folded compactly up to (structural limit).
【0006】[0006]
【実施例】本考案を実施例により説明すると、図1に示
すように、ベース筋1は所要の間隔で対設した縦筋2の
上面に横筋3を所要数一体に溶着して成り、立上り筋4
は前記の横筋3と同一配列間隔の横筋5の上面に3本の
縦筋6を縦設し、右端の縦筋6が、横筋5に対して該横
筋5が所要丈突出するように一体に溶着され、横筋5の
突端下面に支持縦筋7を一体に溶着して成り、該立上り
筋4は各横筋5で仕切られる右端の縦筋6と支持縦筋7
で形成する各空間8にベース筋1の横筋3を挿通するこ
とによって、該ベース筋1に結合して成るものである。
したがって、前記空間8における垂直方向の隙間は立上
り筋4の横筋5の直径寸法であり、水平方向の隙間は右
端の縦筋6の外端と支持縦筋7の内端とで形成される。DESCRIPTION OF THE PREFERRED EMBODIMENTS Explaining the present invention with reference to an embodiment, as shown in FIG. 1, a base reinforcement 1 is formed by integrally welding a required number of transverse reinforcements 3 on an upper surface of a vertical reinforcement 2 which is provided at a required interval. Rising muscle 4
Is provided with three vertical stripes 6 vertically on the upper surface of the horizontal stripe 5 having the same arrangement interval as the horizontal stripe 3, and the vertical stripe 6 at the right end is integrally formed so that the horizontal stripe 5 projects a required length with respect to the horizontal stripe 5. It is welded, and is formed by integrally welding a supporting vertical bar 7 to the lower surface of the projecting end of the horizontal bar 5. The rising bar 4 is partitioned by each horizontal bar 5 and the vertical bar 6 at the right end and the supporting vertical bar 7 are separated.
The lateral muscles 3 of the base muscle 1 are inserted into the spaces 8 formed in 1. to be connected to the base muscle 1.
Therefore, the space in the vertical direction in the space 8 is the diameter dimension of the horizontal bar 5 of the rising streak 4, and the space in the horizontal direction is formed by the outer end of the vertical bar 6 at the right end and the inner end of the supporting vertical bar 7.
【0007】このようにして成る布基礎用鉄筋枠aは、
図2に示すような姿勢で現場の施工個所に枠組みされる
ものであり、ベース筋1に対して立上り筋4を起立する
場合は、該立上り筋4は垂直位置より前記水平方向の隙
間に見合う分だけ外方へやや傾斜して支持縦筋7が横筋
3に係着して姿勢が保持される。したがって、施工時に
おいて前後を取違えて配列し、しかも長手方向のセンタ
ーラインに狂いが生じた場合でも、立上り筋4の起立姿
勢の自由度と横移動の自在性により、接合端相互を容易
に合致させることができ、枠組み作業が能率的なものと
なる。The rebar frame a for cloth foundation thus constituted is
The work is framed at a construction site on the site in a posture as shown in FIG. 2, and when the standing muscle 4 is erected with respect to the base muscle 1, the standing muscle 4 fits into the horizontal gap from the vertical position. The supporting vertical muscles 7 are engaged with the horizontal muscles 3 with a slight inclination to the outside, and the posture is maintained. Therefore, even if the front and rear are arranged in a wrong order during construction, and the center line in the longitudinal direction is misaligned, the upright muscles 4 can be easily moved to each other by the freedom of the standing posture and the freedom of lateral movement. It can be matched and the framework work will be efficient.
【0008】次に輸送時の折畳み状態について説明する
と、ベース筋1が所要間隔で対設した縦筋2の上面に、
所要の間隔で所要数の横筋3を接合して成る周知接合構
造の場合には、図3に示すように、立上り筋4における
支持縦筋7の外面がベース筋1の縦筋2の内面に当接す
る位置まで折り畳まれるものであり、ベース筋1の横筋
3が一方において縦筋2の上面に接合され、他方におい
ては縦筋2の下面に接合されて成るベース筋1において
は、図4に示すように、立上り筋4の支持縦筋7側の縦
筋6の外面がベース筋1の横筋3を下面に接合する縦筋
2の内面に当接する位置まで幅方向がコンパクトに折り
畳まれるものである。しかも、折り畳んだ状態の高さが
何れの場合も縦筋と横筋の各直径寸法の和としてのもの
であるから、極めてコンパクト化されて折り畳まれ、輸
送コストが低減されることは明白である。Next, the folded state at the time of transportation will be described.
In the case of a well-known joint structure in which a required number of transverse reinforcements 3 are joined at a required interval, as shown in FIG. 3, the outer surface of the supporting vertical reinforcement 7 in the rising muscle 4 is the inner surface of the vertical reinforcement 2 of the base reinforcement 1. The base muscle 1 is folded up to the abutting position, and the horizontal muscle 3 of the base muscle 1 is joined to the upper surface of the vertical muscle 2 on one side and to the lower surface of the vertical muscle 2 on the other hand. As shown in the drawing, the widthwise direction is compactly folded to the position where the outer surface of the vertical bar 6 on the side of the supporting vertical bar 7 of the rising bar 4 abuts the inner surface of the vertical bar 2 that joins the horizontal bar 3 of the base bar 1 to the lower surface. is there. Moreover, since the height in the folded state is the sum of the diameters of the vertical and horizontal lines in any case, it is obvious that the size is extremely compact and folded, and the transportation cost is reduced.
【0009】[0009]
【考案の効果】以上のように本考案の布基礎用鉄筋枠に
よれば、枠組み作業の能率向上と輸送コストの低減に資
するほか、直線線材のみによる極めて簡易な構造である
から、安価に提供できる効果をも奏する。[Effects of the Invention] As described above, according to the rebar frame for a cloth foundation of the present invention, it contributes to the improvement of the efficiency of the frame work and the reduction of the transportation cost, and it is provided at a low cost because it has an extremely simple structure using only the straight wire. It also has the effect.
【図1】本考案に係る布基礎用鉄筋枠aの倒伏状態の斜
視図である。FIG. 1 is a perspective view of a rebar frame for fabric foundation a according to the present invention in a lying state.
【図2】布基礎用鉄筋枠aの施工時姿勢の拡大縦断面図
である。FIG. 2 is an enlarged vertical cross-sectional view of a posture of a cloth reinforcing bar frame a during construction.
【図3】布基礎用鉄筋枠aの輸送時の折畳み姿勢の拡大
縦断面図である。FIG. 3 is an enlarged vertical cross-sectional view of the folded posture of the cloth foundation reinforcing bar frame a during transportation.
【図4】布基礎用鉄筋枠aの他の実施態様における輸送
時の折畳み姿勢の拡大縦断面図である。FIG. 4 is an enlarged vertical cross-sectional view of a folded posture during transportation in another embodiment of the reinforcing bar frame for fabric foundation a.
1 ベース筋 2 縦筋 3 横筋 4 立上り筋 5 横筋 6 縦筋 7 支持縦筋 8 空間 a 布基礎用鉄筋枠 1 Base Muscle 2 Vertical Muscle 3 Horizontal Muscle 4 Rising Muscle 5 Horizontal Muscle 6 Vertical Muscle 7 Support Vertical Muscle 8 Space a Reinforcing Bar Frame for Fabric Foundation
Claims (2)
複数個の横筋を一体に横設して成るベース筋と、所要間
隔で所要数縦設した縦筋に所要の間隔で複数個の横筋を
一体に横設して成る立上り筋とから成る鉄筋枠におい
て、立上り筋が該立上り筋における横筋は何れか一側の
縦筋より所要丈オーバーハングして横設され、該オーバ
ーハング側横筋の端部に、該一側の縦筋の取着側と反対
側に支持縦筋を一体に縦設して成り、前記一側の縦筋と
支持縦筋との空間にベース筋の横筋を挿通し、両者を結
合して成る布基礎用鉄筋枠。1. A base reinforcement formed by integrally arranging a plurality of horizontal reinforcements at required intervals on vertical reinforcements arranged at required intervals, and a plurality of vertical reinforcements required at a required interval at a required interval. In a reinforcing bar frame composed of a standing bar formed by horizontally arranging individual horizontal bars, the standing bar is provided with a lateral bar in the standing bar overhanging a required length over any one of the longitudinal bars. At the end of the lateral lateral bar, the supporting longitudinal bar is integrally provided vertically on the opposite side to the attachment side of the longitudinal bar on the one side, and the supporting bar is provided in the space between the longitudinal bar on the one side and the supporting longitudinal bar. Reinforcing bar frame for cloth foundation, which is formed by inserting horizontal bars and connecting both.
の取着面と他側における縦筋への取着面とが上下反対面
の関係で両縦筋に一体に横設されて成る請求項1記載の
布基礎用鉄筋枠。2. The horizontal bar of the base muscle is integrally laid on both vertical bars in a relationship in which the attachment surface to the vertical stripe on one side and the attachment surface to the vertical stripe on the other side are upside down. The rebar frame for cloth foundation according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2716793U JP2503729Y2 (en) | 1993-04-26 | 1993-04-26 | Reinforcing frame for cloth foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2716793U JP2503729Y2 (en) | 1993-04-26 | 1993-04-26 | Reinforcing frame for cloth foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0679840U JPH0679840U (en) | 1994-11-08 |
JP2503729Y2 true JP2503729Y2 (en) | 1996-07-03 |
Family
ID=12213507
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2716793U Expired - Lifetime JP2503729Y2 (en) | 1993-04-26 | 1993-04-26 | Reinforcing frame for cloth foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2503729Y2 (en) |
-
1993
- 1993-04-26 JP JP2716793U patent/JP2503729Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0679840U (en) | 1994-11-08 |
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Legal Events
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R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
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EXPY | Cancellation because of completion of term |