JPS59150886A - Reinforcing metal fittings of corner part of opening part - Google Patents

Reinforcing metal fittings of corner part of opening part

Info

Publication number
JPS59150886A
JPS59150886A JP2220383A JP2220383A JPS59150886A JP S59150886 A JPS59150886 A JP S59150886A JP 2220383 A JP2220383 A JP 2220383A JP 2220383 A JP2220383 A JP 2220383A JP S59150886 A JPS59150886 A JP S59150886A
Authority
JP
Japan
Prior art keywords
reinforcing
opening
corner
reinforcing metal
metal fittings
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2220383A
Other languages
Japanese (ja)
Inventor
五十嵐 哲郎
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP2220383A priority Critical patent/JPS59150886A/en
Publication of JPS59150886A publication Critical patent/JPS59150886A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は開1〕]部の隅部の浦強を図る補強金具に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a reinforcing metal fitting for strengthening the corners of an opening 1].

従来、例えば外壁の開口1部の補強力法としては、この
開口部の周囲に縦筋、横筋及び斜め筋を配筋して補強し
、さらに溶接金網を配筋してひび割れの防止を図るもの
であった。しかしながら、この補強鉄筋と溶接金網とは
いずれも別々に現場配筋するために開口部の補強作業に
手間がかかり、またその補強効果についても未だ改善の
余地があった。
Conventionally, for example, the method of reinforcing an opening in an exterior wall involves arranging vertical, horizontal, and diagonal reinforcement around this opening to reinforce it, and then arranging welded wire mesh to prevent cracks. Met. However, since both the reinforcing reinforcing bars and the welded wire mesh are placed separately on site, reinforcing the openings takes time and effort, and there is still room for improvement in the reinforcing effect.

本発明は、現場配筋の手数を少なくして、従来例に比較
して施工の手間がかからず、しかも精度よく施工でき、
さらに補強効果を高めることができる開口部隅部の補強
金具を提案するものである。
The present invention reduces the number of steps involved in on-site reinforcement, requires less time and effort in construction compared to conventional examples, and can be constructed with high precision.
Furthermore, we propose a reinforcing metal fitting for the corner of the opening that can enhance the reinforcing effect.

以下本発明の実施例を図面に基づいて説明する。Embodiments of the present invention will be described below based on the drawings.

第1〜4図において、補強板1はL形に形成し、例えば
外壁Wに設けられる開口部W ’ aの隅部に設置する
ものである。補強板1の水平部及び垂直部の内面にL形
筋の定着筋2.2が溶接により取9伺けてあり、この定
着筋は補強板の補強と共に定着効果を高めるものである
。また補強板1の水平部及び垂直部の各外面には例えば
U形に屈−曲形成した所定長の補強兼用アンカー筋3及
び404.ff1(が溶着してあり、各アンカー筋は取
り付けである水平部及び垂直部に対して直交状態に配筋
しである。両アンカー筋3,4の先端部間はが1めに配
筋した連結筋5によって連結し、全体を三角形状に形成
して補強金具の補強を図っている。そしてこの補強効果
を増すために、両アンカー筋3,4に亘って三角、形状
の溶接金網6が張設しである。したがって補強板2、ア
ンカー筋3.4及び溶接金網6がユニット化された− 
物品を構成することとなる。
In FIGS. 1 to 4, the reinforcing plate 1 is formed in an L shape and is installed, for example, at a corner of an opening W'a provided in an outer wall W. L-shaped anchoring bars 2.2 are welded to the inner surfaces of the horizontal and vertical parts of the reinforcing plate 1, and these anchoring bars enhance the anchoring effect as well as reinforcing the reinforcing plate. Further, on each outer surface of the horizontal and vertical parts of the reinforcing plate 1, reinforcing anchor bars 3 and 404 of a predetermined length are bent into a U shape, for example. ff1 (is welded), and each anchor bar is arranged perpendicular to the horizontal and vertical parts where it is attached.The bar between the tips of both anchor bars 3 and 4 is placed first. The reinforcing metal fittings are connected by connecting bars 5 and formed into a triangular shape as a whole to strengthen the reinforcing metal fittings.In order to increase this reinforcing effect, a triangular-shaped welded wire mesh 6 is provided across both anchor bars 3 and 4. Therefore, the reinforcing plate 2, anchor bars 3.4, and welded wire mesh 6 were made into a unit.
It constitutes an article.

次に本補強金具の取り付けについて説明する。Next, the installation of this reinforcing metal fitting will be explained.

まず補強釜具の補強板1を外端Wの開口部Waの隅部に
設置し、ついでアンカー筋3.4の複数個所(図面では
例えば4個所A、B、C,D)を、予め1シ日(コ部の
周囲に鎖線に示すように配筋しである縦筋7及び横筋8
に番線で結東して、補強金具を固定する。
First, the reinforcing plate 1 of the reinforcing hook tool is installed at the corner of the opening Wa of the outer end W, and then anchor bars 3.4 are attached at multiple locations (for example, 4 locations A, B, C, and D in the drawing) in advance. (Vertical reinforcements 7 and horizontal reinforcements 8 are arranged around the part as shown in chain lines)
Connect it with a wire and fix the reinforcing metal fittings.

上記のように補強金具を開口部Waの隅部に取り付ける
ことによって、コンクリートの乾燥収縮を補強板1で防
止し、さらに定着筋2で抑制し、縦、横及び斜め方向の
張力に対してはアンカー筋3.4が抵抗し、そして周辺
部に 網6が抵抗し、しかもユニット化したことによる複合及
び相乗効果が生じこの補強金具はひび割れ第5゛、6図
に他の実施例を示す。この例において、補強板1の水平
部及び垂直部にはそれぞれ−,4aが取り付け である。そしてアンカー筋3と4.3aと4aの各先端
部間を連結筋5及び5aで連結し、またアンカー筋3と
4には溶接金網6が張設してらシ、。
By attaching the reinforcing metal fittings to the corners of the opening Wa as described above, the drying shrinkage of the concrete is prevented by the reinforcing plate 1, further suppressed by the anchoring bars 2, and the tension in the vertical, horizontal and diagonal directions is prevented. The anchor bars 3.4 provide resistance, and the net 6 on the periphery provides resistance, and a composite and synergistic effect occurs due to the unitization. In this example, - and 4a are attached to the horizontal and vertical parts of the reinforcing plate 1, respectively. The ends of the anchor bars 3 and 4.3a and 4a are connected by connecting bars 5 and 5a, and a welded wire mesh 6 is stretched between the anchor bars 3 and 4.

アンカー筋3aと4aには上記溶接金網へ−に対向して
溶接金網6aが張設しである。この例における補強金具
は外壁Wの厚みが厚い場合に好適であ以上説明したよう
に本発明によれば、補強板。
A welded wire mesh 6a is stretched over the anchor reinforcements 3a and 4a, facing the welded wire mesh. The reinforcing metal fitting in this example is suitable when the outer wall W is thick, and as explained above, according to the present invention, it is a reinforcing plate.

補強兼用アンカー筋及び溶接金網を一体化して、これを
開口部の隅部に取シ付は可能とじiので、その取9月け
が簡単となり、施工に手間がかからず・ しかも精度よ
く取り例けることができ、そして一体化による複合及び
相乗効果が期待できるので、従来例に比I咬して補強効
果を高めることができる。
It is possible to integrate the reinforcing anchor bar and the welded wire mesh and attach it to the corner of the opening, so it is easy to remove and install, saving time and effort. Since a composite and synergistic effect can be expected due to integration, the reinforcing effect can be enhanced compared to the conventional example.

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

第1図乃至第4図は本発明の一実施例を示すもので、4
31図は余1視図、第2図は正面図、第3図は第2図1
−1線に沿う断面図、第4図は補強板の底面図、 第5図乃至第6図は他の実施例を示ずもので、第5図は
斜視図、第6図は第5図Vl−Vl #Jに沿う断面図
である。 1・・補強板、2・・定着筋、3.3a、4.4a・・
補強兼用アンカー筋、5,5a・・連結筋、6゜6a・
溶接金網、W・・・外壁、Wa・・開口部。 以   −ヒ
Figures 1 to 4 show one embodiment of the present invention.
Figure 31 is a perspective view, Figure 2 is a front view, and Figure 3 is a view from Figure 2.
4 is a bottom view of the reinforcing plate, 5 to 6 do not show other embodiments, 5 is a perspective view, and 6 is a sectional view taken along line -1. It is a sectional view along Vl-Vl #J. 1... Reinforcement plate, 2... Anchor bar, 3.3a, 4.4a...
Reinforcement anchor bar, 5, 5a...Connection bar, 6゜6a...
Welded wire mesh, W...outer wall, Wa...opening. -H

Claims (1)

【特許請求の範囲】 (1)L形の補強板と、 この補強板の水平部及び垂直部の夕を面にそれぞれ直交
状態に取シ例けである補強兼用アンカー筋と、 両アンカー筋にわプζつて張設しである溶接金網と を具備する開口部隅部の補強金具3、 (2、特許請求の範囲第1項において、補強板の内1i
iに定着筋が取ね付けであることを特徴とする開口部隅
部の補強金具。 (3) 特ヘリ請求の胛囲第1項において、アンカー筋
の先端部間を連結筋により連結しであることを特徴とす
る開1」部隅部の補強金具。
[Scope of Claims] (1) An L-shaped reinforcing plate, reinforcing and reinforcing anchor bars whose horizontal and vertical parts of the reinforcing plate are perpendicular to each other, and both anchor bars. A reinforcing metal fitting 3 at the corner of the opening, which is provided with a welded wire mesh that is stretched over the warp ζ (2. In claim 1, one of the reinforcing plates 1i
A reinforcing metal fitting for a corner of an opening, characterized in that a fixing bar is attached to i. (3) The reinforcing metal fitting for the corner of the opening 1'', as set forth in Paragraph 1 of the claim, characterized in that the tip ends of the anchor rods are connected by a connecting rod.
JP2220383A 1983-02-15 1983-02-15 Reinforcing metal fittings of corner part of opening part Pending JPS59150886A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2220383A JPS59150886A (en) 1983-02-15 1983-02-15 Reinforcing metal fittings of corner part of opening part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2220383A JPS59150886A (en) 1983-02-15 1983-02-15 Reinforcing metal fittings of corner part of opening part

Publications (1)

Publication Number Publication Date
JPS59150886A true JPS59150886A (en) 1984-08-29

Family

ID=12076231

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2220383A Pending JPS59150886A (en) 1983-02-15 1983-02-15 Reinforcing metal fittings of corner part of opening part

Country Status (1)

Country Link
JP (1) JPS59150886A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54911B2 (en) * 1976-03-03 1979-01-18

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54911B2 (en) * 1976-03-03 1979-01-18

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