JPS62233352A - Method and material for reinforcing building - Google Patents

Method and material for reinforcing building

Info

Publication number
JPS62233352A
JPS62233352A JP7511986A JP7511986A JPS62233352A JP S62233352 A JPS62233352 A JP S62233352A JP 7511986 A JP7511986 A JP 7511986A JP 7511986 A JP7511986 A JP 7511986A JP S62233352 A JPS62233352 A JP S62233352A
Authority
JP
Japan
Prior art keywords
steel
reinforcing
steel strip
holes
buildings
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
JP7511986A
Other languages
Japanese (ja)
Inventor
清 山本
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.)
Oyo Kikaku KK
Original Assignee
Oyo Kikaku 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 Oyo Kikaku KK filed Critical Oyo Kikaku KK
Priority to JP7511986A priority Critical patent/JPS62233352A/en
Publication of JPS62233352A publication Critical patent/JPS62233352A/en
Pending legal-status Critical Current

Links

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】 〔産業上の利用分野〕 この発明は建造物の補強方法に関する。[Detailed description of the invention] [Industrial application field] This invention relates to a method for reinforcing buildings.

〔従来の技術〕[Conventional technology]

従来は木造建築においては平板が、鉄骨建築においては
鉄筋丸棒が筋交いなどの引張り補強材として用いられて
きた。
Conventionally, flat plates have been used as tensile reinforcing materials for wooden buildings and reinforcing rods for steel-framed buildings.

〔発明が解決しようとした、問題点 〕平板を用いるには板の厚さ分だで柱や間柱を切欠きい
て用いてきた。このため、加工の手間が掛り、柱の強度
は低下してしまう欠点があった。
[Problem that the invention sought to solve] In order to use a flat plate, the pillars and studs had to be cut out by the thickness of the plate. For this reason, there was a drawback that processing was time-consuming and the strength of the column was reduced.

筋交いとしては十文字に用いるのが理想であるが、坂が
厚いため交叉する点での処理に適当な方法がなく、片側
だけの筋交いを用いることが多い。
Ideally, braces should be used in a criss-cross pattern, but because the slope is so thick, there is no suitable method for dealing with intersection points, and braces on only one side are often used.

鉄骨構造においては、丸棒を筋交いとして用いる例が多
いが、端部の固定金具・ターンバックル・筒状連結金具
などの補助部材を必要とし、溶接・締め付は作業などの
施工費用も高い。
In steel structures, round bars are often used as braces, but they require auxiliary parts such as end fixing fittings, turnbuckles, and cylindrical connecting fittings, and construction costs such as welding and tightening work are high.

〔問題を解決するための手段〕[Means to solve the problem]

この発明は長手方向に連続的に孔を付設した帯鋼を、引
張補強材として用いることにより、従来の問題点を解決
することを目的としている。
The object of the present invention is to solve the conventional problems by using a steel strip having continuous holes in the longitudinal direction as a tensile reinforcing material.

〔作用〕[Effect]

帯鋼は冷間圧延などの方法により大量に生産でき、孔開
は工程も連続化出来るので安価である。
Steel strips can be produced in large quantities by methods such as cold rolling, and the drilling process can be made continuous, so they are inexpensive.

又、引張強度が大であるし、厚さが薄いので交叉するの
も容易であり、長尺のものが入手でき、孔を連続的に設
けておけば釘打ち・ボルト締めなどが容易である。 。
In addition, it has high tensile strength and is thin, so it is easy to intersect, long lengths are available, and if holes are made continuously, nailing and bolting are easy. . .

〔実施例〕〔Example〕

以下図面についてこの発明の実施例を詳細に説明する。 Embodiments of the present invention will be described in detail below with reference to the drawings.

第1図に示すような偏平な帯鋼1の中央部の長平方向に
、−列ないし数列の等間隔で連続的な、丸孔2を設けて
補強材とした、。
A flat steel strip 1 as shown in FIG. 1 was provided with continuous round holes 2 at regular intervals in one to several rows in the longitudinal direction of the central part thereof to serve as a reinforcing material.

帯鋼は炭素量を増したり、Mn−3iなどを添加したり
、冷間で圧延したり、焼入れしたりして引張強度を増大
した、降伏点強度にして2500 kg / cri以
上のものが望ましい。その厚さは0.5〜5N、巾は1
0〜200 mmの長尺で、コイル3状に巻いたものを
用いる。丸孔は釘やボルトを通すためのものであり、そ
の直i条は数龍〜10数龍である。
The steel strip should preferably have a yield point strength of 2500 kg/cri or more, which has increased tensile strength by increasing carbon content, adding Mn-3i, etc., cold rolling, or quenching. . Its thickness is 0.5~5N, width is 1
A long length of 0 to 200 mm and wound into three coils is used. Round holes are for passing nails and bolts, and their straight lines range from several to ten.

使用例1 木造軸組構造においては、第2図に示すように、壁面の
柱4間に筋交いとして十文字に張設する。
Usage Example 1 In a wooden frame structure, as shown in Fig. 2, braces are installed in a cross pattern between the pillars 4 on the wall.

端部は適当な丸孔を通して釘5止めする。帯鋼の交叉個
所ではボルト6・ナツトl)−めする。間柱41と交叉
する個所では釘打ちして固定する。
The ends are fixed with nails 5 through appropriate round holes. Tighten the bolts 6 and nuts 1) at the intersections of the steel strips. The parts where it intersects with the studs 41 are fixed by nailing.

第3ryIに示すように、水平面の筋交いとして使用す
ることも有効である。柱4に巻きつけるようにして釘止
めし、帯鋼を立てた状態で床下・天井裏などに張設する
。柱に取付金具を付設し、荒床の上に帯鋼を寝かせた状
態で張設してもよい。長尺のものが入手出来るし、平板
のように場所をとらないので、従来は筋交いを入れるの
が難しかった場所に施工が可能となる。
As shown in the third ryI, it is also effective to use it as a horizontal brace. Wrap it around pillar 4 and nail it, and with the steel band upright, install it under the floor or in the ceiling. A mounting bracket may be attached to the column and the steel strip may be stretched on a rough floor. It is available in long lengths and does not take up as much space as flat plates, so it can be installed in places where it was previously difficult to add braces.

使用例2 軽量鉄骨構造においては、第4図に示すように、壁面7
に沿って、十文字の筋交いとして用いる。
Usage example 2 In a lightweight steel structure, as shown in Figure 4, the wall surface 7
It is used as a criss-cross brace along the .

鉄骨8にネジ孔を切り、帯鋼1を直接ボルト6止めする
A screw hole is cut in the steel frame 8, and the steel band 1 is directly fixed with bolts 6.

2×4の木造構造においても、第4図と同様、壁面に沿
って帯鋼で筋交いをして補強し、耐震性を高めることが
可能である。
Even in a 2 x 4 wooden structure, it is possible to strengthen the structure by reinforcing it with steel bands along the wall, as shown in Figure 4, to increase its earthquake resistance.

その他の使用例 第5図は桟木9付きのパネル10に筋交いとして用いた
例である。帯鋼Iを対角線状に、表面板1)の裏面に打
ちつける。
Other Usage Examples FIG. 5 shows an example in which it is used as a brace on a panel 10 with crosspieces 9. The steel strip I is nailed diagonally to the back surface of the surface plate 1).

鉄骨構造の引張補強にも使用できるし、鉄筋の代わり、
ないし鉄筋と併用してコンクリートの補強にも使用でき
る。(昭和61年3月14日出願の特゛許願、発明の名
称「コンクリートの補強方法」御参照) 〔効果〕 この発明は上記のように構成されているので、次のよう
な長所を持っている。
It can also be used for tensile reinforcement of steel structures, and instead of reinforcing bars,
It can also be used in conjunction with reinforcing bars to reinforce concrete. (Refer to the patent application filed on March 14, 1986, title of the invention: "Method for reinforcing concrete.") [Effects] Since this invention is constructed as described above, it has the following advantages. There is.

■ 帯鋼は冷間圧延などの方法で高張力の材料を安価に
量産するのに一番適している。
■ Steel strips are most suitable for mass-producing high-strength materials at low cost using methods such as cold rolling.

■ 帯6mは、孔開は加工を連続工程で行うのに適して
いるから、安価に量産可能である。
■ The 6m band can be mass-produced at low cost because the hole drilling process is suitable for continuous processing.

■ 帯鋼はコイル状に巻き取りできるので、長尺の物が
供給できる。
■ Since the steel strip can be wound into a coil, long lengths can be supplied.

■ 孔が連続的においているので、任意の個所で釘・ボ
ルトを通して固定出来る。
■ Since the holes are continuous, nails and bolts can be passed through and fixed at any location.

■ 肉薄なので切欠きを設けないでも直接柱や壁面など
に打ちつけ可能である。
■ Because it is thin, it can be attached directly to a pillar or wall without making a notch.

■ 肉薄なので、帯鋼同志の交叉が楽であり、孔をとお
して連結も可能である。
■ Because it is thin, it is easy to cross the steel strips, and it is also possible to connect them through holes.

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

第1図は帯鋼の一例を示す斜視図、第2図並びに第4図
は施工方法を示す正面図、第3図並びに第5図は同じく
その斜視図である。 1・・帯鋼、2・・丸孔、3・・コイル、4・・柱、4
1・・間柱、5・・釘、6・・ボルト、7・・壁面、8
・・鉄骨、9・・桟木、10・・パネル、1)・・表面
板。
FIG. 1 is a perspective view showing an example of a steel band, FIGS. 2 and 4 are front views showing a construction method, and FIGS. 3 and 5 are perspective views thereof. 1. Steel band, 2. Round hole, 3. Coil, 4. Column, 4
1. Stud, 5. Nail, 6. Bolt, 7. Wall surface, 8
...Steel frame, 9..Structure, 10..Panel, 1)..Surface board.

Claims (3)

【特許請求の範囲】[Claims] (1)長手方向に連続的に孔を付設した帯鋼を、引張補
強材として用いた建造物の補強方法。
(1) A method for reinforcing buildings using a steel strip with continuous holes in the longitudinal direction as a tensile reinforcing material.
(2)帯鋼は、筋交いとして用いられたことを特徴とし
た、特許請求の範囲第(1)項記載の建造物の補強方法
(2) The method for reinforcing a building according to claim (1), wherein the steel band is used as a brace.
(3)長手方向に連続的に孔を付設した、建造物の補強
用帯鋼。
(3) A steel strip for reinforcing buildings that has continuous holes in the longitudinal direction.
JP7511986A 1986-04-01 1986-04-01 Method and material for reinforcing building Pending JPS62233352A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7511986A JPS62233352A (en) 1986-04-01 1986-04-01 Method and material for reinforcing building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7511986A JPS62233352A (en) 1986-04-01 1986-04-01 Method and material for reinforcing building

Publications (1)

Publication Number Publication Date
JPS62233352A true JPS62233352A (en) 1987-10-13

Family

ID=13566987

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7511986A Pending JPS62233352A (en) 1986-04-01 1986-04-01 Method and material for reinforcing building

Country Status (1)

Country Link
JP (1) JPS62233352A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001048328A1 (en) * 1999-12-27 2001-07-05 Makigano, Toshiaki Wooden building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001048328A1 (en) * 1999-12-27 2001-07-05 Makigano, Toshiaki Wooden building

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