JPH0830370B2 - Construction method of earthquake-resistant wall - Google Patents

Construction method of earthquake-resistant wall

Info

Publication number
JPH0830370B2
JPH0830370B2 JP2215390A JP21539090A JPH0830370B2 JP H0830370 B2 JPH0830370 B2 JP H0830370B2 JP 2215390 A JP2215390 A JP 2215390A JP 21539090 A JP21539090 A JP 21539090A JP H0830370 B2 JPH0830370 B2 JP H0830370B2
Authority
JP
Japan
Prior art keywords
wire mesh
panel
mesh panel
earthquake
resistant wall
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 - Fee Related
Application number
JP2215390A
Other languages
Japanese (ja)
Other versions
JPH0497046A (en
Inventor
哲也 佐々木
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2215390A priority Critical patent/JPH0830370B2/en
Publication of JPH0497046A publication Critical patent/JPH0497046A/en
Publication of JPH0830370B2 publication Critical patent/JPH0830370B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、断熱性が良く、しかも構造強度も極めて
高く、我が国のような寒暖の性大きく地震の多い国に適
した耐震壁の構築方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention provides a method of constructing an earthquake-resistant wall suitable for a country like Japan, which has a high temperature and a large number of earthquakes, and also has an extremely high structural strength. It is about.

〔従来の技術〕[Conventional technology]

海外では、断熱材を芯材に持つ立体金網パネルにモル
タルやコンクリートを吹き付けて壁や床部分に構成して
なる建物が既に行われている。なお当出願人も、この種
の建物に関する発明について、幾つか出願している。
Overseas, buildings have already been constructed in which mortar and concrete are sprayed onto a three-dimensional wire mesh panel having a heat insulating material as a core material to form walls and floors. The applicant has also filed some inventions relating to this type of building.

そして従来の構築方法としては、建物骨組と同時に、
型枠の組み立ておよびこの型枠内への配筋作業を行い、
この型枠内へコンクリートを場所打ちすることで、構築
する。または、建物骨組と同時に、この建物骨組へプレ
キャスト壁板を建て込んで構築する方法が行われてい
る。
And as a conventional construction method, at the same time as the building frame,
Assembling the formwork and arranging work in this formwork,
It is constructed by casting concrete in this formwork. Alternatively, at the same time as the building frame, a method of building a precast wallboard in the building frame is used.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

しかし前述した従来の構築方法において、前者の場合
には、型枠の組立,配筋のような現場作業が多く、職人
の確保や、工期,コストの点で難点がある。また後者の
場合は、プレキャスト壁板の調達やジョイント工事でコ
スト高となる。
However, in the above-described conventional construction method, the former case involves many on-site operations such as assembling and arranging the formwork, which is problematic in terms of securing craftsmen, construction period, and cost. In the latter case, the cost will increase due to the procurement of precast wallboard and joint work.

この発明は前述した事情に鑑みて創案されたもので、
その目的は構築が容易で、工期・コスト等の点で有利と
なる耐震壁の構築方法を提供することにある。
This invention was created in view of the above-mentioned circumstances,
The purpose is to provide a method of constructing a seismic wall that is easy to construct and is advantageous in terms of construction period and cost.

〔課題を解決するための手段〕[Means for solving the problem]

この発明は構造強度も極めて高く、我が国のような地
震の多い国に適した耐震壁の構築方法に関するもので、
二枚の金網パネルを略中央に芯材パネルを挟んで一定間
隔をおいて平行に設置し、かつ金網パネルと金網パネル
とを複数本のラチス材により一体的に連結して長方形板
状に構成した立体金網パネルの金網パネルと建物骨組に
取付けられ骨組面より突設したシャーコネクターとを金
網パネルの端部をU字形連結部の開口片に取付けると共
にシャーコネクターの頭部をU字形連結部内に挿入固定
して前記金網パネルの両側面にコンクリート若しくはモ
ルタルを吹き付けることにより壁を構築してなることに
より、前記目的を達成するものである。
This invention relates to a method of constructing an earthquake-resistant wall suitable for a country with many earthquakes, such as Japan, which has extremely high structural strength.
Two wire mesh panels are installed in parallel at a certain interval with a core panel sandwiched in the center, and the wire mesh panel and the wire mesh panel are integrally connected by a plurality of lattice members to form a rectangular plate shape. Attaching the wire mesh panel of the three-dimensional wire mesh panel and the shear connector attached to the building frame and projecting from the frame surface, the end of the wire mesh panel is attached to the opening piece of the U-shaped connecting portion, and the head of the shear connector is placed in the U-shaped connecting portion. The object is achieved by constructing a wall by inserting and fixing and spraying concrete or mortar on both side surfaces of the wire mesh panel.

〔実施例〕〔Example〕

以下、この発明の構築方法を図示する一実施例に基づ
いて説明する この発明に係る耐震壁1は、第1図〜第3図に示すよ
うに、立体金網パネル2が使用されている。この耐震壁
1は、鉄骨構造の場合である。
Hereinafter, a construction method of the present invention will be described based on an illustrated embodiment. A seismic resistant wall 1 according to the present invention uses a three-dimensional wire mesh panel 2 as shown in FIGS. 1 to 3. This earthquake-resistant wall 1 is a case of a steel structure.

そしてこの立体金網パネル2は、格子形若しくは菱目
状をした二枚の金網パネル3,3を一定間隔して平行に設
置すると共に、この二枚の金網パネル3,3を鉄線等から
なる複数本のラチス材4によって一体的に連結すること
により所定厚さの長方形板状に構成されている。
In this three-dimensional wire mesh panel 2, two wire mesh panels 3 or 3 having a lattice shape or a diamond shape are installed in parallel at regular intervals, and the two wire mesh panels 3 and 3 are made of iron wire or the like. The lattice member 4 is integrally connected to form a rectangular plate having a predetermined thickness.

また立体金網パネル2には、その略中央部にウレタン
等からなる短形板状の断熱パネル5が芯材パネルとして
取り付けられている。
A short plate-shaped heat insulating panel 5 made of urethane or the like is attached to the three-dimensional wire mesh panel 2 as a core material panel at a substantially central portion thereof.

このような構成からなる耐震壁1を、この発明の方法
により構築するに際しては、施工後の建物骨組6におけ
る骨組面内に、立体金網パネル2を建て付けると共に、
この立体金網パネル2と建物骨組6に一体に設けられて
いるシャーコネクター7とをU字形連結具8により連結
することで、立体金網パネル2を建物骨組6における骨
組面内に固定する。
When constructing the earthquake-resistant wall 1 having such a structure by the method of the present invention, the three-dimensional wire mesh panel 2 is installed in the frame surface of the building frame 6 after construction,
By connecting the three-dimensional wire mesh panel 2 and the shear connector 7 integrally provided on the building frame 6 with the U-shaped connecting tool 8, the three-dimensional wire mesh panel 2 is fixed in the frame surface of the building frame 6.

そしてその後、立体金網パネル2の両側面にコンクリ
ート若しくはモルタル9を吹き付けることにより、耐震
壁1が構築される。
After that, the earthquake-resistant wall 1 is constructed by spraying concrete or mortar 9 on both side surfaces of the three-dimensional wire mesh panel 2.

なおここでの立体金網パネル2の両側面へのコンクリ
ート若しくはモルタル9の吹き付けは、立体金網パネル
2がコンクリート若しくはモルタル9中に完全に埋まる
まで行われることにより、所定の壁厚さに構成される。
Here, the spraying of concrete or mortar 9 on both side surfaces of the three-dimensional wire netting panel 2 is performed until the three-dimensional wire netting panel 2 is completely embedded in the concrete or mortar 9 to form a predetermined wall thickness. .

またここでのU字形連結具8は、第6図に示すように
形成されており、立体金網パネル2の上下左右端に取付
けられる。そしてこのU字形連結具8を上下左右にスラ
イドさせて位置合わせを行うと共に、シャーコネクター
7を包み込むようにして連結する。
Further, the U-shaped connecting tool 8 here is formed as shown in FIG. 6, and is attached to the upper, lower, left and right ends of the three-dimensional wire mesh panel 2. Then, the U-shaped connector 8 is slid vertically and horizontally for alignment, and the shear connector 7 is wrapped and connected.

さらに立体金網パネル2は、建物骨組6に一体に設け
られているシャーコネクター7を十分クリヤーできるサ
イズに形成されていると共に、各立体金網パネル2の継
ぎ目には平網(図示せず)を当てて補強する。
Further, the three-dimensional wire netting panel 2 is formed in a size capable of sufficiently clearing the shear connector 7 provided integrally with the building frame 6, and a flat net (not shown) is applied to the joint of each three-dimensional wire netting panel 2. To reinforce.

第5図は、鉄骨鉄筋コンクリート構造での耐震壁1を
示し、第6図は、鉄筋コンクリート構造での耐震壁1を
示している。そしてこの場合の耐震壁1の周辺(シャー
コネクター7周り)には、補強筋10が配設されている。
FIG. 5 shows a seismic wall 1 having a reinforced concrete structure, and FIG. 6 shows a seismic wall 1 having a reinforced concrete structure. Reinforcing bars 10 are arranged around the earthquake-resistant wall 1 (around the shear connector 7) in this case.

なお、室内側に吹き付けられたコンクリート若しくは
モルタルは立体金網パネル2と一体となって構造体を構
成するものであるから入念に施工するものとし、必要に
より、立体金網パネル2の内側に補強鉄筋(図省略)を
縦横に配筋するか若しくは2乃至3枚の立体金網パネル
2を建て付けて耐震性を高めることとする。
In addition, since concrete or mortar sprayed on the inside of the room forms a structure integrally with the three-dimensional wire netting panel 2, it must be carefully constructed, and if necessary, reinforcement bars ( (Not shown) are arranged in the vertical and horizontal directions, or two or three three-dimensional wire mesh panels 2 are installed to enhance the earthquake resistance.

〔発明の効果〕〔The invention's effect〕

この発明は以上の構成からなるので、以下の効果を有
する。
Since the present invention is configured as described above, it has the following effects.

(1)金網パネルをラチス材で一体となし芯材パネルを
略中央に配した立体金網パネルを建物骨組内で取付け、
金網パネルの両面からコンクリート若しくはモルタルを
吹き付けるだけで耐震壁の施工が容易にできる。
(1) Attaching a three-dimensional wire mesh panel in which the wire mesh panel is not integrated with the lattice material and the core material panel is arranged in the approximate center in the building frame,
Seismic walls can be easily constructed by simply spraying concrete or mortar from both sides of the wire mesh panel.

(2)耐震壁の構築に際して、手間のかかる型枠の組立
ておよび配筋作業が必要なく、容易に構築することがで
きる。
(2) When constructing the earthquake-resistant wall, it is possible to easily construct it without the need for time-consuming assembly of the formwork and bar arrangement work.

そのため専用の職人を確保する必要がなく、しかも工
期を短縮することができるので、これらのことから、構
築コストを安価にすることができる。
Therefore, it is not necessary to secure a dedicated craftsman and the construction period can be shortened. Therefore, the construction cost can be reduced.

(3)躯体工事の後における仕上げの工事の一環とし
て、耐震壁を設置することができるので、建物全体の工
期も短縮することができる。
(3) Since earthquake-resistant walls can be installed as part of the finishing work after the construction work, the construction period of the entire building can be shortened.

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

第1図はこの発明の方法により構築される耐震壁を示し
たもので第2図のA−A線拡大断面図、第2図はこの発
明の方法により構築される耐震壁を示す正面図、第3図
は第2図のB−B線断面図、第4図はU字形連結具を示
す正面図第5図および第6図は耐震壁の別態様を示す断
面図である。 1…耐震壁、2…立体金網パネル、3…金網パネル、4
…ラチス材、5…断熱パネル、6…建物骨組、7…シャ
ーコネクター、8…U字形連結具、9…コンクリート若
しくはモルタル、10…補強筋。
FIG. 1 shows an earthquake-resistant wall constructed by the method of the present invention and is an enlarged sectional view taken along the line AA of FIG. 2, FIG. 2 is a front view showing the earthquake-resistant wall constructed by the method of the present invention, FIG. 3 is a sectional view taken along the line BB in FIG. 2, FIG. 4 is a front view showing a U-shaped connector, and FIGS. 5 and 6 are sectional views showing another mode of the earthquake-resistant wall. 1 ... Seismic wall, 2 ... 3D wire mesh panel, 3 ... Wire mesh panel, 4
… Lattice material, 5… Insulation panel, 6… Building frame, 7… Shear connector, 8… U-shaped connector, 9… Concrete or mortar, 10… Reinforcing bar.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】二枚の金網パネルを略中央に芯材パネルを
挟んで一定間隔をおいて平行に設置し、かつ金網パネル
と金網パネルとを複数本のラチス材により一体的に連結
して長方形板状に構成した立体金網パネルの金網パネル
と建物骨組に取付けられ骨組面より突設したシャーコネ
クターとを金網パネルの端部をU字形連結部の開口片に
取付けると共にシャーコネクターの頭部をU字形連結部
内に挿入固定して前記金網パネルを建物骨組における骨
組内面に固定し、その後前記金網パネルの両側面にコン
クリート若しくはモルタルを吹き付けることにより壁を
構築してなることを特徴とする耐震壁の構築方法。
1. Two wire mesh panels are installed in parallel in a substantially central position with a core panel sandwiched therebetween, and the wire mesh panels and the wire mesh panels are integrally connected by a plurality of lattice members. Attach the wire mesh panel of the three-dimensional wire mesh panel configured in the shape of a rectangular plate and the shear connector that is attached to the building frame and protrudes from the frame surface to the end of the wire mesh panel to the opening piece of the U-shaped connecting part and attach the head of the shear connector. A seismic wall characterized by being constructed by inserting and fixing in a U-shaped connecting portion to fix the wire mesh panel to an inner surface of a frame in a building frame, and then spraying concrete or mortar onto both side surfaces of the wire mesh panel. How to build.
JP2215390A 1990-08-15 1990-08-15 Construction method of earthquake-resistant wall Expired - Fee Related JPH0830370B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2215390A JPH0830370B2 (en) 1990-08-15 1990-08-15 Construction method of earthquake-resistant wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2215390A JPH0830370B2 (en) 1990-08-15 1990-08-15 Construction method of earthquake-resistant wall

Publications (2)

Publication Number Publication Date
JPH0497046A JPH0497046A (en) 1992-03-30
JPH0830370B2 true JPH0830370B2 (en) 1996-03-27

Family

ID=16671520

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2215390A Expired - Fee Related JPH0830370B2 (en) 1990-08-15 1990-08-15 Construction method of earthquake-resistant wall

Country Status (1)

Country Link
JP (1) JPH0830370B2 (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5125955U (en) * 1974-08-19 1976-02-25
JPS5712095Y2 (en) * 1978-09-08 1982-03-10
JPS6152024A (en) * 1984-08-21 1986-03-14 Omron Tateisi Electronics Co Contactless switch output circuit
JPS6289331A (en) * 1985-10-16 1987-04-23 Toshiba Corp Processing fine pattern

Also Published As

Publication number Publication date
JPH0497046A (en) 1992-03-30

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