JPH0324670Y2 - - Google Patents

Info

Publication number
JPH0324670Y2
JPH0324670Y2 JP4372884U JP4372884U JPH0324670Y2 JP H0324670 Y2 JPH0324670 Y2 JP H0324670Y2 JP 4372884 U JP4372884 U JP 4372884U JP 4372884 U JP4372884 U JP 4372884U JP H0324670 Y2 JPH0324670 Y2 JP H0324670Y2
Authority
JP
Japan
Prior art keywords
bars
reinforcements
muscle
adjustment
horizontal
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
Application number
JP4372884U
Other languages
Japanese (ja)
Other versions
JPS60154443U (en
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 filed Critical
Priority to JP4372884U priority Critical patent/JPS60154443U/en
Publication of JPS60154443U publication Critical patent/JPS60154443U/en
Application granted granted Critical
Publication of JPH0324670Y2 publication Critical patent/JPH0324670Y2/ja
Granted legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Foundations (AREA)

Description

【考案の詳細な説明】 [技術分野] 本考案は、建物の基礎打設時に、基礎内に埋設
される溶接鉄筋に関する。
[Detailed Description of the Invention] [Technical Field] The present invention relates to welded reinforcing bars that are buried in the foundation when the foundation of a building is poured.

[背景技術] 通常、建物の構築に当つては、コンクリート基
礎の打設時に、そのコンクリート基礎の所定部分
に溶接鉄筋が埋設される。例えば、第1図に示す
コンクリート基礎の場合、コンクリート基礎1の
部分1A,1B,1Cにそれぞれ溶接鉄筋2,3
が埋設される。
[Background Art] Normally, when constructing a building, welded reinforcing bars are buried in predetermined portions of the concrete foundation when the concrete foundation is cast. For example, in the case of the concrete foundation shown in Fig. 1, welded reinforcing bars 2 and 3 are attached to parts 1A, 1B, and 1C of the concrete foundation 1, respectively.
will be buried.

溶接鉄筋は、第2図に示す如く、コンクリート
基礎1のフーチン4に埋設されるベース筋5と、
立上り部6に埋設されかつ前記ベース筋5に直角
に連結される立上り筋7とから構成されるが、建
物のプレハブ化に伴ない予め長さの異なる何種類
かのベース筋5および立上り筋7を工場生産によ
り基本モジユール化して揃えておき、それらを組
合せて所定長さに形成している。
As shown in FIG. 2, the welded reinforcing bars are base bars 5 buried in footings 4 of the concrete foundation 1,
It is composed of rising reinforcements 7 buried in the rising portion 6 and connected at right angles to the base reinforcement 5, but as buildings are prefabricated, several types of base reinforcements 5 and rising reinforcements 7 of different lengths are used. are made into basic modules through factory production, and these are assembled to form a predetermined length.

このように鉄筋をモジユール化すると、現場作
業の低減化、品質の安定化、コスト低減が可能で
ある反面、鉄筋の全体の長さはコンクリート基礎
1の芯間距離を基準としているため、基礎厚によ
つて寸法がまちまちになる場合が多い。
By modularizing reinforcing bars in this way, it is possible to reduce on-site work, stabilize quality, and reduce costs. On the other hand, since the overall length of reinforcing bars is based on the distance between the centers of concrete foundation 1, the foundation thickness Dimensions often vary depending on the

例えば、第3図に示すL1のベース筋5Aと第
4図に示すL2のベース筋5Bとを第5図に示す
ように継手筋8により互いに連結し、これを第1
図に示す部分1Aに用いたとしても、部分1Aの
長さに対してΔL1だけ短く、またベース筋5Bで
は部分1Bに対してΔL2だけ短く、更にベース筋
5Aでは部分1Cに対してΔL3だけ短い。従つ
て、このような各種の建物寸法に対応させるに
は、はじめから多くの種類のベース筋や立上り筋
を用意しておかなければならない。
For example, the base reinforcement 5A of L 1 shown in FIG. 3 and the base reinforcement 5B of L 2 shown in FIG. 4 are connected to each other by a joint reinforcement 8 as shown in FIG.
Even if it is used for the part 1A shown in the figure, it is shorter by ΔL 1 than the length of the part 1A, and the base muscle 5B is shorter by ΔL 2 than the part 1B, and furthermore, the base muscle 5A is shorter by ΔL than the part 1C. Only 3 short. Therefore, in order to accommodate such various building dimensions, many types of base reinforcements and rising reinforcements must be prepared from the beginning.

しかし、はじめから多くの種類のベース筋5お
よび立上り筋7を用意しておくことは、輸送や施
工等の取扱上で誤りがおこりやすく、かつ管理コ
ストが大きくなる上、長期保管による発錆が問題
となる。
However, preparing many types of base reinforcements 5 and rising reinforcements 7 from the beginning makes it easy for errors to occur during handling such as transportation and construction, increases management costs, and prevents rusting due to long-term storage. It becomes a problem.

[考案の目的] ここにおいて、本考案の目的は、鉄筋のモジユ
ール化による利点を維持し、かつモジユール化に
伴なう欠点を解消する溶接鉄筋を提供することに
ある。
[Object of the invention] Here, an object of the invention is to provide a welded reinforcing bar that maintains the advantages of modularizing reinforcing bars and eliminates the disadvantages associated with modularizing.

[考案の構成] ここに、本考案は、予め設定された基本寸法の
基本モジユール筋に対して、調整筋を位置調整自
在に取付けることにより、上記目的を達成しよう
とするものである。
[Structure of the invention] Here, the present invention attempts to achieve the above-mentioned object by attaching adjustment bars to the basic modular bars of preset basic dimensions so as to be able to adjust their positions.

具体的には、一定間隔おきに互いに平行に配設
された複数本の縦筋をそれと直交する数本の横筋
で順次結合した所定長さの基本モジユール筋と、
この基本モジユール筋の横筋に位置調整自在に連
結される互いに平行な数本の横筋に縦筋を結合し
た調整筋とからなることを特徴としている。
Specifically, a basic modular reinforcement of a predetermined length is formed by sequentially connecting a plurality of vertical reinforcements arranged parallel to each other at regular intervals with several horizontal reinforcements perpendicular to the longitudinal reinforcements,
It is characterized by consisting of an adjustment muscle in which a longitudinal muscle is connected to several mutually parallel horizontal muscles that are connected to the horizontal muscle of the basic modular muscle so that the position can be adjusted.

[実施例] 第6図は本考案をベース筋に適用した本実施例
の基本モジユール筋11と調整筋21との分解斜
視図を示している。前記基本モジユール筋11
は、一定ピツチ間隔aおいて互いに平行に配置さ
れた複数本の縦筋12と、これら縦筋12の両端
先に直角に配置され前記縦筋12を順次溶接等に
より結合するための2本の横筋13とから構成さ
れ、かつ全体の長さが所定寸法Lに設定されてい
る。
[Embodiment] FIG. 6 shows an exploded perspective view of the basic modular muscle 11 and the adjustment muscle 21 of this embodiment in which the present invention is applied to the base muscle. The basic module muscle 11
consists of a plurality of longitudinal bars 12 arranged parallel to each other at a constant pitch interval a, and two longitudinal bars 12 arranged at right angles at both ends of these longitudinal bars 12 to sequentially connect the longitudinal bars 12 by welding or the like. 13, and the overall length is set to a predetermined dimension L.

一方、前記調整筋21は、前記基本モジユール
筋11の縦筋12のピツチ間隔aと同寸法離れて
配置された一対の縦筋22と、この縦筋22の両
端側に直角に結合されかつ一端側が前記横筋13
に連結される横筋23とから構成されている。
On the other hand, the adjustment bar 21 is connected at right angles to a pair of longitudinal bars 22 arranged at a distance equal to the pitch interval a of the longitudinal bars 12 of the basic modular bar 11, and to both ends of the longitudinal bars 22, and has one end. The side is the horizontal strip 13
The horizontal strip 23 is connected to the horizontal strip 23.

ここで、基本モジユール筋11に対して調整筋
21を結合するには、第7図に示す如く、調整筋
21の横筋23を基本モジユール筋11の横筋1
3に対して所定長さ重ね合せた状態に位置させる
とともに、この横筋23と横筋13との重ね合せ
部分を結束線31により互いに結合する。この
際、調整筋21の横筋23を基本モジユール筋1
1の横筋13に対して軸方向へスライドさせれ
ば、全体の長さを調整することができる。この場
合、調整範囲としては、縦筋12のピツチ間隔a
の範囲で行なうことが好ましい。なお、調整筋2
1を縦筋12のピツチ間隔a分スライドさせた状
態において、横筋13,23の公称直径をdとし
たとき、横筋13,23の重ね合せ部分の長さが
45d以上となるように、横筋23の長さが予め
設定されている。
Here, in order to connect the adjustment muscle 21 to the basic modular muscle 11, as shown in FIG.
3, and the overlapping portions of the horizontal reinforcements 23 and 13 are connected to each other by binding wires 31. At this time, change the horizontal muscle 23 of the adjustment muscle 21 to the basic modular muscle 1.
By sliding it in the axial direction with respect to the horizontal stripes 13 of No. 1, the overall length can be adjusted. In this case, the adjustment range is the pitch interval a of the vertical stripes 12.
It is preferable to carry out the test within the range of . In addition, adjustment muscle 2
1 is slid by the pitch interval a of the vertical strips 12, and when the nominal diameter of the horizontal strips 13 and 23 is d, the horizontal strips 23 are adjusted so that the length of the overlapping portion of the horizontal strips 13 and 23 is 45 d or more. The length of is set in advance.

従つて、本実施例によれば、基本モジユール筋
11に対して調整筋21を位置調整自在に取付け
るようにしたので、鉄筋のモジユール化の利点、
つまり現場作業の低減化、品質の安定化、コスト
低減を維持しつつ、鉄筋のモジユール化に伴なう
欠点を解消し、全体の長さを所定寸法内で任意に
設定することができる。このため、各種建物の寸
法に適用でき、その結果ベース筋の種類を大幅に
低減することができる。このことは、輸送や施工
等における取扱上の誤りを少なくできるととも
に、管理コストを低減でき、かつ長期保管による
発錆を少なくすることができる。
Therefore, according to this embodiment, since the adjustment bars 21 are attached to the basic modular bars 11 so that their positions can be freely adjusted, there are advantages of modularization of reinforcing bars.
In other words, while reducing on-site work, stabilizing quality, and reducing costs, it is possible to eliminate the drawbacks associated with modularization of reinforcing bars, and to arbitrarily set the overall length within predetermined dimensions. Therefore, it can be applied to various building dimensions, and as a result, the types of base reinforcement can be significantly reduced. This can reduce handling errors during transportation, construction, etc., reduce management costs, and reduce rusting due to long-term storage.

また、調整筋21の縦筋22の間隔を基本モジ
ユール筋11の縦筋12のピツチ間隔と等しく
し、かつ調整筋21の調整範囲を縦筋12のピツ
チ間隔aの範囲内としたので、強度的にも問題と
なることがない。
In addition, since the interval between the vertical bars 22 of the adjustment bars 21 is made equal to the pitch interval of the vertical bars 12 of the basic modular bars 11, and the adjustment range of the adjustment bars 21 is within the range of the pitch interval a of the vertical bars 12, the strength is increased. There is no problem.

なお、実施に当つて、調整筋21は、例えば第
8図に示す如く、一対の横筋23の略中央部分に
一対の縦筋22の両端部を結合し、その横筋23
の両端部を第9図に示す如く基本モジユール筋1
1の横筋13に結束線31等により連結するよう
にしてもよい。このようにすると、二つのベース
筋を互いに連結する際の継手筋8を省略すること
ができる。
In addition, in implementing the adjustment bar 21, for example, as shown in FIG.
As shown in Fig. 9, both ends of the basic module muscle 1
It may also be connected to the horizontal strip 13 of 1 by a binding wire 31 or the like. In this way, the joint reinforcement 8 when connecting two base reinforcements to each other can be omitted.

また、調整筋21の横筋23の本数は、上記実
施例の2本に限られるものでく、基本モジユール
筋11の横筋13の本数に応じて決定すべきであ
る。更に、縦筋22の本数についても、1本また
は3本以上であつてもよい。
Further, the number of horizontal reinforcements 23 of the adjustment reinforcement 21 is not limited to two in the above embodiment, but should be determined according to the number of horizontal reinforcements 13 of the basic modular reinforcement 11. Furthermore, the number of vertical stripes 22 may be one or three or more.

また、上記実施例では、ベース筋について説明
したが、本考案は、立上り筋についても同様に適
用することができる。
Further, in the above embodiments, the base muscles were explained, but the present invention can be similarly applied to the standing muscles.

[考案の効果] 以上の通り、本考案によれば、鉄筋のモジユー
ル化による利点を維持し、かつ種類を大幅に低減
しつつ、各種寸法の基礎に適応可能な基礎の溶接
鉄筋を提供することができる。
[Effects of the invention] As described above, according to the invention, it is possible to provide welded reinforcing bars for foundations that can be applied to foundations of various dimensions while maintaining the advantages of modularization of reinforcing bars and significantly reducing the number of types. I can do it.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は建物のコンクリート基礎内に埋設され
る溶接鉄筋の配置を示す図、第2図は第1図の
−線断面図、第3図〜第5図は長さの異なる各
種ベース筋を示す平面図、第6図は本考案の一実
施例を示す分解斜視図、第7図はその連結状態の
斜視図、第8図は本考案の他の実施例を示す分解
斜視図、第9図はその連結状態を示す斜視図であ
る。 11……基本モジユール筋、12……縦筋、1
3……横筋、21……調整筋、22……縦筋、2
3……横筋。
Figure 1 is a diagram showing the arrangement of welded reinforcing bars buried in the concrete foundation of a building, Figure 2 is a sectional view taken along the - line in Figure 1, and Figures 3 to 5 show various base reinforcements of different lengths. 6 is an exploded perspective view showing one embodiment of the invention, FIG. 7 is a perspective view of the connected state, FIG. 8 is an exploded perspective view showing another embodiment of the invention, and FIG. 9 is an exploded perspective view showing one embodiment of the invention. The figure is a perspective view showing the connected state. 11...basic modular muscle, 12...vertical muscle, 1
3...Horizontal muscle, 21...Adjustment muscle, 22...Vertical muscle, 2
3... Lateral muscle.

Claims (1)

【実用新案登録請求の範囲】 (1) 一定間隔おきに互いに平行に配設された複数
本の縦筋をそれと直交する数本の横筋で順次結
合した所定長さの基本モジユール筋と、この基
本モジユール筋の横筋に位置調整自在に連結さ
れる互いに平行な数本の横筋に縦筋を結合した
調整筋とからなることを特徴とする基礎の溶接
鉄筋。 (2) 実用新案登録請求の範囲第1項において、前
記調整筋の縦筋は、前記基本モジユール筋の縦
筋のピツチ間隔と等しい間隔で配置されている
ことを特徴とする基礎の溶接鉄筋。 (3) 実用新案登録請求の範囲第1項または第2項
において、前記調整筋は、前記基本モジユール
筋に対して縦筋のピツチ間隔の範囲内で位置調
整自在に連結されることを特徴とする基礎の溶
接鉄筋。
[Claims for Utility Model Registration] (1) A basic modular reinforcement of a predetermined length in which a plurality of vertical reinforcements arranged parallel to each other at regular intervals are successively connected by several horizontal reinforcements perpendicular to the longitudinal reinforcements, and this basic modular reinforcement. A welded reinforcing bar for a foundation is characterized in that it consists of adjustment bars in which vertical bars are connected to several mutually parallel horizontal bars that are connected to the horizontal bars of modular bars so that their positions can be adjusted. (2) Utility model registration The welded reinforcing bar for a foundation according to claim 1, characterized in that the vertical bars of the adjustment bar are arranged at intervals equal to the pitch spacing of the vertical bars of the basic modular bar. (3) Claim 1 or 2 of the utility model registration claim, characterized in that the adjustment bar is connected to the basic modular bar so that its position can be adjusted within the pitch interval of the longitudinal bars. welded reinforcing bars on the foundation.
JP4372884U 1984-03-26 1984-03-26 Welded reinforcing bars in the foundation Granted JPS60154443U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4372884U JPS60154443U (en) 1984-03-26 1984-03-26 Welded reinforcing bars in the foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4372884U JPS60154443U (en) 1984-03-26 1984-03-26 Welded reinforcing bars in the foundation

Publications (2)

Publication Number Publication Date
JPS60154443U JPS60154443U (en) 1985-10-15
JPH0324670Y2 true JPH0324670Y2 (en) 1991-05-29

Family

ID=30555659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4372884U Granted JPS60154443U (en) 1984-03-26 1984-03-26 Welded reinforcing bars in the foundation

Country Status (1)

Country Link
JP (1) JPS60154443U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH082273Y2 (en) * 1989-02-28 1996-01-24 積水ハウス株式会社 Reinforcing bar unit connection device

Also Published As

Publication number Publication date
JPS60154443U (en) 1985-10-15

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