JPH0231187B2 - - Google Patents

Info

Publication number
JPH0231187B2
JPH0231187B2 JP57048899A JP4889982A JPH0231187B2 JP H0231187 B2 JPH0231187 B2 JP H0231187B2 JP 57048899 A JP57048899 A JP 57048899A JP 4889982 A JP4889982 A JP 4889982A JP H0231187 B2 JPH0231187 B2 JP H0231187B2
Authority
JP
Japan
Prior art keywords
brick
building
opening
reinforcing
vertical
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
JP57048899A
Other languages
Japanese (ja)
Other versions
JPS58168752A (en
Inventor
Noboru Sakaguchi
Tadashi Fujisaki
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 JP4889982A priority Critical patent/JPS58168752A/en
Publication of JPS58168752A publication Critical patent/JPS58168752A/en
Publication of JPH0231187B2 publication Critical patent/JPH0231187B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はれんが造建築物に関するものである。[Detailed description of the invention] (Industrial application field) The present invention relates to brick buildings.

(従来の技術) 従来より、建築物の構造として、れんが造が知
られている。
(Prior Art) Brick construction has been known as a structure for buildings.

(発明が解決しようとする課題) れんが造は補強筋がないため、粘りに乏しい構
造となつており、構造物の一部のひび割れの発
生、進展は他の部分の破壊を誘発し、建物の急激
な崩壊となる危険性がある。またれんが造では地
震時に開口部のコーナーからひび割れが発生する
ことが多い。
(Problem to be solved by the invention) Brick construction has a structure with poor tenacity because it has no reinforcing bars, and the occurrence and propagation of cracks in one part of the structure induces the destruction of other parts, resulting in damage to the building. There is a risk of sudden collapse. In addition, cracks often occur at the corners of openings in brick structures during earthquakes.

そこで、本発明は、開口部周辺のひび割れの発
生、進展を抑制し、建物の一体性を確保し、ひい
ては従来よりれんが造の最も問題点である耐震性
の向上を図ることを目的とするものである。
Therefore, the present invention aims to suppress the occurrence and propagation of cracks around openings, ensure the integrity of the building, and improve earthquake resistance, which has traditionally been the most problematic point of brick construction. It is.

(課題を解決するための手段) そのための本発明の構成は、れんが造の開口部
周辺に建物の内側から開口部の縁に沿つて縦横に
補強用板材である帯鉄板を樹脂系接着剤およびア
ンカーボルトで貼着し、縦横の帯鉄板の交差部を
溶接により固着していることを特徴とするもので
ある。
(Means for Solving the Problems) The configuration of the present invention is to apply a resin-based adhesive and a reinforcing steel strip to the periphery of the opening in the brick structure from the inside of the building along the edges of the opening. It is characterized by being attached with anchor bolts and fixed by welding at the intersections of vertical and horizontal steel strips.

(実施例) 図面に基づいて本発明の実施例を説明すると、
第1図に示すように既存躯体であるれんが造の建
築物のれんが壁1の開口部1aの周辺には、この
開口部の縁に沿つて縦横に建物内側から補強用板
材である帯鉄板2,3を貼着し、縦方向の帯鉄板
3は横方向の帯鉄板2より壁面側(第2図左側)
に位置しているものである。この貼着手段として
は、樹脂系接着剤例えばエポキシ樹脂接着剤およ
びアンカーボルト4を用いる。アンカーボルト4
を締付けると、帯鉄板2及び帯鉄板3とれんがと
の複合により壁が補強される。またアンカーボル
ト4のみで帯鉄板2,3を貼着するだけではれん
が壁を一体化するのに十分ではなく、またエポキ
シ樹脂接着剤のみで貼着させるだけでは貼着力が
十分でなく貼着の信頼性が十分でないためであ
る。また帯鉄板2,3の交差部の固着は溶接によ
り行つて、縦横の帯板2,3の一体化を図つてい
る。
(Example) An example of the present invention will be described based on the drawings.
As shown in Fig. 1, around the opening 1a of the brick wall 1 of the existing brick building, steel strips 2, which are reinforcing plates, are installed from the inside of the building vertically and horizontally along the edge of the opening. , 3, and the vertical strip iron plate 3 is closer to the wall than the horizontal strip iron plate 2 (left side in Figure 2).
It is located in As this sticking means, a resin adhesive such as an epoxy resin adhesive and the anchor bolt 4 are used. anchor bolt 4
When tightened, the wall is reinforced by the composite of the iron band plates 2 and 3 and the bricks. In addition, simply attaching the band iron plates 2 and 3 using anchor bolts 4 alone is not sufficient to integrate the brick walls, and attaching them only with epoxy resin adhesive does not provide sufficient adhesion force, resulting in poor adhesion. This is because the reliability is not sufficient. Further, the intersection portions of the band iron plates 2 and 3 are fixed by welding to integrate the vertical and horizontal band plates 2 and 3.

また帯鉄板2,3はL型鋼、溝型鋼等構造物の
用途、仕上げ方法によつて選択適用される。
Further, the band iron plates 2 and 3 are selectively applied depending on the purpose and finishing method of the structure, such as L-shaped steel or channel-shaped steel.

(発明の効果) 以上のとおり、本発明によれば、れんが造建築
物の開口部周辺のひび割れの発生、進展を抑制
し、構造物の一体性を確保し、構造耐力、特に耐
震性を向上させるものであり、室内側に適用すれ
ばれんが造としての外観を損わないものである。
縦横の補強用帯鉄板の交差部を溶接により固着し
て、帯鉄板相互の一体化と壁との一体化がより効
果的に行え、さらにアンカーボルトの締付けによ
る縦横の補強用帯鉄板とれんがとの複合により壁
が補強されたれんが造建築物を提供できる。
(Effects of the Invention) As described above, according to the present invention, the occurrence and propagation of cracks around openings in brick buildings is suppressed, the integrity of the structure is ensured, and structural strength, especially earthquake resistance, is improved. If applied to the indoor side, it will not damage the appearance of brickwork.
The intersections of the vertical and horizontal reinforcing steel strips are fixed by welding, making it possible to more effectively integrate the steel strips with each other and the wall.Furthermore, by tightening the anchor bolts, the vertical and horizontal reinforcing steel strips can be fixed with the bricks. A brick building with reinforced walls can be provided by combining the above.

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

第1図は正面図、第2図は垂直断面図である。 1…れんが造建築物、1a…開口部、2,3…
補強用帯鉄板、4…アンカーボルト。
FIG. 1 is a front view, and FIG. 2 is a vertical sectional view. 1... Brick building, 1a... Opening, 2, 3...
Reinforcement band iron plate, 4...anchor bolts.

Claims (1)

【特許請求の範囲】 1 壁の開口部周辺にこの開口部の縁に沿つて建
物内側から縦方向と横方向に補強用帯鉄板をそれ
ぞれ貼着手段により貼着してあり、 縦方向の補強用帯鉄板は横方向の補強用帯鉄板
の壁面側に位置しており、双方向の補強用帯鉄板
の交差部を溶接により固着してあり、 上記貼着手段は樹脂系接着剤とアンカーボルト
とからなる ことを特徴とするれんが造建築物。 2 樹脂系接着剤はエポキシ樹脂接着剤であるこ
とを特徴とする特許請求の範囲第1項記載のれん
が造建築物。
[Scope of Claims] 1. Reinforcing band iron plates are attached to the periphery of the opening in the wall along the edge of the opening from the inside of the building in the vertical and horizontal directions, respectively, to provide reinforcement in the vertical direction. The reinforcing steel strips are located on the wall side of the horizontal reinforcing strips, and the intersections of the two-way reinforcing strips are fixed by welding. A brick building characterized by consisting of. 2. The brick building according to claim 1, wherein the resin adhesive is an epoxy resin adhesive.
JP4889982A 1982-03-29 1982-03-29 Brick building Granted JPS58168752A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4889982A JPS58168752A (en) 1982-03-29 1982-03-29 Brick building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4889982A JPS58168752A (en) 1982-03-29 1982-03-29 Brick building

Publications (2)

Publication Number Publication Date
JPS58168752A JPS58168752A (en) 1983-10-05
JPH0231187B2 true JPH0231187B2 (en) 1990-07-11

Family

ID=12816107

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4889982A Granted JPS58168752A (en) 1982-03-29 1982-03-29 Brick building

Country Status (1)

Country Link
JP (1) JPS58168752A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6098086A (en) * 1983-11-01 1985-06-01 積水化学工業株式会社 Reinforcement structure of building opening part

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5123810A (en) * 1974-08-23 1976-02-26 Nippon Steel Corp GASUKYOKYUSETSUBI
JPS56115445A (en) * 1980-02-14 1981-09-10 Okumura Constr Co Ltd Earthquake resistant wall
JPS5710261A (en) * 1980-06-23 1982-01-19 Nec Corp Semiconductor integrated circuit

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5123810A (en) * 1974-08-23 1976-02-26 Nippon Steel Corp GASUKYOKYUSETSUBI
JPS56115445A (en) * 1980-02-14 1981-09-10 Okumura Constr Co Ltd Earthquake resistant wall
JPS5710261A (en) * 1980-06-23 1982-01-19 Nec Corp Semiconductor integrated circuit

Also Published As

Publication number Publication date
JPS58168752A (en) 1983-10-05

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