JPH1193374A - Covering synthetic alc earthquake resisting repairing method - Google Patents

Covering synthetic alc earthquake resisting repairing method

Info

Publication number
JPH1193374A
JPH1193374A JP26780997A JP26780997A JPH1193374A JP H1193374 A JPH1193374 A JP H1193374A JP 26780997 A JP26780997 A JP 26780997A JP 26780997 A JP26780997 A JP 26780997A JP H1193374 A JPH1193374 A JP H1193374A
Authority
JP
Japan
Prior art keywords
existing
alc panel
panel
alc
bolt
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
JP26780997A
Other languages
Japanese (ja)
Inventor
Katsuhiro Tanaka
勝寛 田中
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.)
WIN KK
Original Assignee
WIN 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 WIN KK filed Critical WIN KK
Priority to JP26780997A priority Critical patent/JPH1193374A/en
Publication of JPH1193374A publication Critical patent/JPH1193374A/en
Pending legal-status Critical Current

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  • Finishing Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an earthquake resisting repairing method to perform to perform joining through covering with a fresh covering material without removing the existing deteriorated ALC outer wall (a high temperature and pressure- cured light cellular concrete panel) of a building and have a durability combined with reinforcement and neat decoration. SOLUTION: Drilling is effected on an existing ALC panel 1, and a bolt 4 is attendantly attached to substrate steel products 3, such as existing angles, through this hole 2. A covering material 6, such as metallic panels, is securely fixed at the bolt 4 by a mounting metal fitting 5 for self-standing (fixed at a structural body). By joining together the covering material 6 and the existing ALC panel 1, the existing ALC panel 1 and a fresh panel are formed integrally with each other for covering and synthesizing them. This constitution improves repair and reinforcement of the ALC panel, neat decoration, and earthquake resisting performance.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、建築物のALC外壁
(高温高圧蒸気養生された軽量気泡コンクリートパネル
=以下ALCパネルという。)の改修工法に関する。特
に既設のALC建物外装材に新しい被覆材を被覆して接
合する耐震改修工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing an ALC outer wall of a building (a lightweight aerated concrete panel cured with high-temperature and high-pressure steam = ALC panel). In particular, the present invention relates to a seismic retrofitting method for covering and joining an existing ALC building exterior material with a new covering material.

【0002】[0002]

【従来の技術】建築後17〜18年を経過したALCパ
ネルは、材料劣化に伴う防水性能の低下、剥落のおそれ
及び外観の汚れはもとより、旧基準による接合部等の耐
震性能不足など、現行基準では不適格な外壁として補修
及び補強が必要とされている。従来の一般的な外壁改修
工法には、a既存のALCパネルに被覆材を接着もしく
はボルト等で直接取付ける工法bALCパネルを撤去
し、新しいものに取り換える工法c既存のALCパネル
に塗装する工法などがある。既存のALCパネルを撤去
し取り換えることなく、建築物の外壁補修をする場合に
は、塗装などが一般的であり、実際上は既存の劣化した
ALCパネルを存置した状態で、補修、補強、美装向
上、及び耐震性の向上を可能ならしめる簡易な被覆改修
工法がないのが現状である。
2. Description of the Related Art ALC panels 17 to 18 years after construction have been used in recent years due to the lack of waterproof performance due to material deterioration, the possibility of spalling and the appearance of dirt, as well as the lack of seismic performance of joints etc. according to the old standard. The standards require repairs and reinforcements as ineligible outer walls. Conventional general exterior wall repair methods include: a method of attaching the coating material directly to the existing ALC panel or attaching it directly with bolts, etc. b Method of removing the ALC panel and replacing it with a new one c Painting the existing ALC panel is there. When repairing the outer wall of a building without removing and replacing the existing ALC panel, painting and the like are common, and in practice, repair, reinforcement, and beauty are performed with the existing deteriorated ALC panel in place. At present, there is no simple coating rehabilitation method that can improve the equipment and seismic resistance.

【0003】[0003]

【発明が解決しようとする課題】前記従来工法には次の
ような問題点があった。
The conventional method has the following problems.

【0004】前記従来工法のうち、既設のALCパネル
を剥離撤去し、再度ALCパネルを張り付けるb工法
は、外壁を復元はできるが、工事は結局当初のものと同
じで大掛かりになり、工期は長く多大な費用となり、産
業廃棄物が出るし、工事期間の短期化の要望や経済的要
請にかなうことは難しいという問題がある。
[0004] Among the above-mentioned conventional methods, the method B, in which the existing ALC panel is peeled and removed, and the ALC panel is attached again, can restore the outer wall, but the construction is eventually the same as the original one, and the construction takes a long time. There is a problem that it is long and enormous cost, industrial waste is generated, and it is difficult to meet the demand for shortening the construction period and economic demand.

【0005】又塗装による補修工法cは、近時は様々な
塗料が開発されており、美粧効果やカバー効果等それな
りの補修効果があって期待できるが、剥離防止や耐震性
の向上や強度強化などではもう一歩であり、課題は多く
残っている。
As for the repairing method c by painting, various paints have recently been developed and can be expected to have a certain repairing effect such as a cosmetic effect and a cover effect. This is another step, and many issues remain.

【0006】被覆材を既設のALCパネルに直接取り付
ける工法aは、工事は比較的簡易であり、瓦礫等の産業
廃棄物も出ないが、既設ALCパネル自体及びその接合
部が負担する荷重を増加することとなり、事実上剥落の
危険性を高めることとなる。通常、17〜18年経過し
たALCパネルは、劣化しており、被覆材を支持する強
度は保有しておらず、被覆材が剥離する危険性もある。
[0006] In the method a, in which the covering material is directly attached to the existing ALC panel, the construction is relatively simple and no industrial waste such as rubble is produced, but the load that the existing ALC panel itself and its joints bear is increased. This effectively increases the risk of spalling. Usually, the ALC panel after 17 to 18 years has deteriorated, does not have the strength to support the coating material, and there is a risk that the coating material may peel off.

【0007】このように既設のALCパネルを剥がすこ
となく、剥離防止や耐震性の向上ができる工法が待望さ
れていた。
Thus, there has been a long-awaited need for a construction method capable of preventing peeling and improving earthquake resistance without peeling off the existing ALC panel.

【0008】[0008]

【課題を解決するための手段】本発明は、低廉な費用で
かつ短期工事で、産業廃棄物を出さずに前記要請に答え
る工法を提供するものであって、既設のALCパネルを
そのままの状態にして被覆する工法を提案するものであ
る。特にALCパネル外壁の構工法のうちで、縦壁スラ
イド構法(図1・図2)で作成されたALCパネル外壁
の補修には最適である。
SUMMARY OF THE INVENTION The present invention provides a construction method that meets the above-mentioned demands at low cost and with short-term construction without producing industrial waste. It proposes a construction method for coating. Among the construction methods for the ALC panel outer wall, it is particularly suitable for repairing the ALC panel outer wall created by the vertical wall slide construction method (FIGS. 1 and 2).

【0009】既設のALCパネル(1)に穿孔し、この
孔(2)を通して既設のアングル等の下地鋼材(3)に
ボルト(4)を付設し、このボルト(4)に取付金具
(5)で金属パネル等の被覆材(6)を直接固定し自立
させ、かつこの被覆材(6)と既設のALCパネル
(1)とを接合することで、既設のALCパネルをその
ままの状態で、強固に被覆材(6)で補修できる。
[0009] An existing ALC panel (1) is perforated, and a bolt (4) is attached to the existing steel material (3) such as an angle through the hole (2), and a mounting bracket (5) is attached to the bolt (4). By directly fixing the coating material (6) such as a metal panel to make it self-supporting, and joining this coating material (6) and the existing ALC panel (1), the existing ALC panel is firmly kept as it is. Can be repaired with the coating material (6).

【0010】ここに本発明は、ビル壁面等を形成する既
設のALCパネル(1)の取付部近傍をドリル等で孔
(2)を穿設し、この孔(2)を通して既設のALCパ
ネル(1)を取付けているアングルなどの下地鋼材
(3)にボルト(4)をスタッド溶接し、このボルト
(4)と取付金具(5)で金属パネル等の被覆材(6)
を構造躯体(7)に直接固定し自立させ、かつこの被覆
材(6)と既設のALCパネル(1)とを任意点におい
て接着もしくは被覆材(6)裏面の突起部(8)を既設
のALCパネル(1)に設けた穴(9)又は溝(9)に
定着することにより、被覆材(6)と既設のALCパネ
ル(1)とを結合することを特徴とする被覆合成式AL
C耐震改修工法である。
In the present invention, a hole (2) is formed by a drill or the like near a mounting portion of an existing ALC panel (1) forming a building wall or the like, and the existing ALC panel (1) is formed through the hole (2). A bolt (4) is stud welded to a base steel material (3) such as an angle to which 1) is mounted, and the bolt (4) and a mounting bracket (5) are used to cover a metal panel or other covering material (6).
Is directly fixed to the structural frame (7) to be self-supporting, and the covering material (6) and the existing ALC panel (1) are bonded at an arbitrary point or the protrusion (8) on the back surface of the covering material (6) is attached to the existing Coating synthetic type AL characterized in that the coating material (6) and the existing ALC panel (1) are joined by fixing in the holes (9) or grooves (9) provided in the ALC panel (1).
It is C-seismic repair method.

【0011】既設のALCパネル(1)に孔(2)を穿
設して下地鋼材(3)を露出しこれにスタッド溶接でボ
ルト(4)を付設し、このボルト(4)にはナット(1
0)で側面視で略L字状の取付金具(5)を固定し、そ
の取付金具(5)に中空の角箱形の被覆材(6)を取付
けてゆく。略L字状の取付金具(5)は、一片を前記の
ように下地鋼材(3)に溶接されたボルト(4)に連結
し、他片には被覆材(6)を固定するボルト(11)を
設けている。角箱形の被覆材(6)の上端面及び下端面
には小孔(12)が穿設されており前記被覆材(6)を
固定するボルト(11)に、被覆材(6)の小孔(1
2)を差し込んで、順次被覆材(6)を連結固定してゆ
く。尚、小孔(12)は被覆材(6)の上端面や下端面
に直接穿設しないで、小孔(12)を穿設したパネルを
被覆材(6)の上端面や下端面に付設してもよい。被覆
材(6)の厚さや外壁の凹凸などの状況に応じて補修外
壁の突出厚さの調整ができる。
A hole (2) is drilled in the existing ALC panel (1) to expose a base steel material (3), and a bolt (4) is attached thereto by stud welding, and a nut ( 1
At 0), a substantially L-shaped mounting bracket (5) is fixed in a side view, and a hollow rectangular box-shaped covering material (6) is mounted on the mounting bracket (5). The substantially L-shaped mounting bracket (5) connects one piece to the bolt (4) welded to the base steel material (3) as described above, and to the other piece, the bolt (11) for fixing the covering material (6). ). Small holes (12) are formed in the upper end surface and the lower end surface of the rectangular box-shaped coating material (6). Bolts (11) for fixing the coating material (6) are used to reduce the size of the coating material (6). Hole (1
2) is inserted, and the coating material (6) is sequentially connected and fixed. Note that the small holes (12) are not directly formed on the upper end surface or the lower end surface of the covering material (6), but the panel having the small holes (12) is attached on the upper end surface or the lower end surface of the covering material (6). May be. The protrusion thickness of the repair outer wall can be adjusted according to the conditions such as the thickness of the coating material (6) and the unevenness of the outer wall.

【0012】被覆材(6)の縁形状に変化を設けること
で、相互に隙間なく連結して一面状にしたり、被覆材
(6)の内部に補強片を設けることで強度の変更が容易
である。被覆材(6)を中空の角箱形にするとその裏側
の空隙部は、空気層となるので断熱や遮音効果もある。
被覆材(6)は、その内部に補強部材を設けるのが好ま
しい。補強部材は、格子状やハニカム状の部材や、角錐
突起部を集合させたトラス状の金属部材などである。
By providing a change in the edge shape of the covering material (6), it is easy to change the strength by connecting to each other without gaps to form a flat surface, or by providing a reinforcing piece inside the covering material (6). is there. When the covering material (6) is formed in a hollow rectangular box shape, the gap on the back side becomes an air layer, so that it also has a heat insulating and sound insulating effect.
The covering material (6) preferably has a reinforcing member provided therein. The reinforcing member is a lattice-like or honeycomb-like member, or a truss-like metal member in which pyramid projections are assembled.

【0013】[0013]

【発明の実施の形態】次に、本発明に係る被覆合成式A
LC耐震改修工法の一実施形態を、図面に基づいて説明
する。図1は施工状態の斜視図、 図2は施工状態の側
面断面図であり、ALCパネル(高温高圧蒸気養生され
た軽量気泡コンクリーパネル)を縦壁スライド構法で作
成したものの改修工法を説明するものである。図におい
て、既設外壁全体は、定規アングル等の下地鋼材(3)
に固定されたタテウケプレート=取付具(14)に目地
鉄筋(13)を設けこれをALCパネル(1)の両側に
設けた孔(15)に配して、ALCパネル(1)を張り
付けた構成である。既設外壁のALCパネル(1)は、
上部をスライドハタプレートで取付け、下部を目地鉄筋
(13)で取付け、上部が面内水平方向に自由に動ける
ようにした所謂縦壁スライド構法で作成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a coating synthetic formula A according to the present invention
One embodiment of the LC seismic retrofitting method will be described with reference to the drawings. FIG. 1 is a perspective view of the construction state, and FIG. 2 is a side sectional view of the construction state. The ALC panel (a lightweight foam concrete panel cured by high-temperature and high-pressure steam) is described by a vertical wall slide construction method and is used for explaining a repair method. It is. In the figure, the entire existing outer wall is a base steel material such as a ruler angle (3)
A vertical reinforcing plate (13) is fixed to a vertical fitting plate (14), and joint reinforcing bars (13) are provided in holes (15) provided on both sides of the ALC panel (1), and the ALC panel (1) is attached. Configuration. The ALC panel (1) on the existing outer wall
It is formed by a so-called vertical wall slide method in which the upper portion is attached by a slide flyer plate, the lower portion is attached by a joint reinforcing bar (13), and the upper portion can freely move in the horizontal direction in the plane.

【0014】先ず、ビル壁面等を形成する既設のALC
パネル(1)をできるだけ清掃する。水洗いや、希望に
よっては清掃後に防水塗料などを塗っても差し支えない
し、他の化学的処理も可能である。
First, an existing ALC for forming a building wall or the like is used.
Clean panel (1) as much as possible. It is permissible to apply a waterproof paint or the like after washing with water or, if desired, after cleaning, and other chemical treatments are also possible.

【0015】第一工程:ALCパネル(1)の取付部近
傍をドリル等で孔(2)を穿設する。図1の実施形態で
は水平方向に間隔をおいて2本の孔(2)を設けてい
る。孔(2)は、必要最小限の数で下地鋼材(3)と正
対する適切な個所でかつ被覆材(6)並びに接合被覆さ
れるALCパネル(1)を保持する強度を勘案して形成
される。ALCパネル(1)に開けられた孔(2)は、
アングルなどの下地鋼材(3)を露出させる。壁面全体
の適宜個所に、多数の孔(2)が穿設される。
First step: A hole (2) is formed near the mounting portion of the ALC panel (1) with a drill or the like. In the embodiment of FIG. 1, two holes (2) are provided at intervals in the horizontal direction. The hole (2) is formed at an appropriate place facing the base steel material (3) with a minimum number and taking into consideration the strength of holding the coating material (6) and the ALC panel (1) to be bonded and coated. You. The hole (2) opened in the ALC panel (1)
The underlying steel material (3) such as an angle is exposed. Numerous holes (2) are drilled at appropriate places on the entire wall surface.

【0016】第二工程:前記孔(2)を通して既設のA
LCパネル(1)を取付けているアングルなどの下地鋼
材(3)に短鉄筋のボルト(4)を付設する。付設の仕
方は、壁の前面に水平方向に突き出るような位置で、ス
タッド溶接が簡易堅固である。ボルト(4)を貫通する
孔(2)の隙間は、充填材で閉塞する。
Second step: Existing A through the hole (2)
A short steel bolt (4) is attached to a base steel material (3) such as an angle to which the LC panel (1) is attached. The stud welding is easily and firmly provided at such a position as to protrude horizontally from the front surface of the wall. The gap in the hole (2) passing through the bolt (4) is closed by the filler.

【0017】第三工程:ボルト(4)に取付金具(5)
を固定する。取付金具(5)は、側面視で略L字状に屈
折した金属片で各屈折片中央に小孔を設けてあり、一片
の小孔には前記ボルト(4)を差し込みナット(10)
で固定する。他片の小孔には短いボルト(11)を上下
端を突出させて取付ける。この短いボルト(11)の取
付けは予め溶着してもよく、又被覆材(6)を組立てる
順に応じて順次固着していってもよい。
Third step: Mounting bracket (5) on bolt (4)
Is fixed. The mounting bracket (5) is a metal piece bent in a substantially L-shape when viewed from the side, and has a small hole at the center of each bending piece. The bolt (4) is inserted into one small hole, and the nut (10) is inserted.
Fix with. A short bolt (11) is attached to the other small hole with the upper and lower ends protruding. The installation of the short bolts (11) may be performed by welding in advance, or the coatings (6) may be sequentially fixed according to the assembling order.

【0018】第四工程:下地鋼材(3)に固定された略
L字状の取付金具(5)の短いボルト(11)に金属パ
ネル等の被覆材(6)を取付ける。被覆材(6)は、構
造躯体(7)に連結固定し自立する。そのとき、被覆材
(6)と既設のALCパネル(1)とを任意点において
接着もしくは被覆材(6)裏面の突起部(8)を既設の
ALCパネル(1)に設けた穴(9)又は溝(9)に定
着する。被覆材(6)と既設のALCパネル(1)とは
一体的に結合するとともに、既設のALCパネル(1)
は、構造躯体(7)と更に堅固に連結することになり、
剥離を防止でき連結強度を増して耐震性や強度を増大さ
せる。被覆材(6)は、長方形の角箱形で上下の短辺縁
に夫々2つの小孔(12)を形成したものを示している
が、その形状や材質、色彩等はこれに限定されるもので
はない。又、被覆材(6)と既設のALCパネル(1)
の間には間隙が形成されるので、この間隙の利用(配
線、照明、広告等の利用)も期待できる。又、この間隙
に発泡材などを充填して他の目的(消音や断熱)にも利
用できる。
Fourth step: A covering material (6) such as a metal panel is attached to short bolts (11) of a substantially L-shaped mounting bracket (5) fixed to the base steel material (3). The coating material (6) is connected to and fixed to the structural frame (7) and becomes independent. At this time, the covering material (6) and the existing ALC panel (1) are bonded at an arbitrary point or a hole (9) in which a projection (8) on the back surface of the covering material (6) is provided in the existing ALC panel (1). Or, it is fixed in the groove (9). The covering material (6) and the existing ALC panel (1) are integrally joined and the existing ALC panel (1)
Will be more firmly connected to the structural frame (7),
It can prevent peeling and increase connection strength to increase earthquake resistance and strength. The covering material (6) has a rectangular box shape with two small holes (12) formed on the upper and lower short edges, respectively, but the shape, material, color and the like are limited to this. Not something. In addition, coating material (6) and existing ALC panel (1)
Since a gap is formed between them, use of this gap (use of wiring, lighting, advertisement, etc.) can also be expected. The gap can be filled with a foam material or the like and used for other purposes (such as noise reduction and heat insulation).

【0019】[0019]

【実施例】次に、本発明に係る被覆合成式ALC耐震改
修工法の一実施例について説明する。
Next, a description will be given of an embodiment of a coating synthetic ALC seismic retrofitting method according to the present invention.

【0020】ビル壁面の改修リフォーム工事として、厚
さ1,2mmのアルミ合金で長方形箱型にプレス成型
し,その内部にステンレス製トラスメシュ補強材を配
し、上下の短辺縁に夫々2つの小孔(12)を形成した
構成の被覆材(6)を使用して、改修工事を試行した。
トラスメシュ補強材は、角錐突起部を集合させたトラス
状の金属部材である。さらに比較のために厚さ0,6m
mのステンレス板でも被覆材(6)を作成し改修工事を
試行した。被覆材(6)の裏側には、突起(8)を設け
た。
As a renovation and renovation work on the building wall, a rectangular box-shaped aluminum alloy having a thickness of 1,2 mm is press-molded, stainless steel truss mesh reinforcing materials are arranged inside the box, and two small rims are provided on the upper and lower short edges, respectively. The repair work was tried using the covering material (6) having the configuration in which the holes (12) were formed.
The truss mesh reinforcement is a truss-shaped metal member in which pyramid protrusions are assembled. 0.6m thick for further comparison
A coating material (6) was made of a stainless steel plate having a length of m, and repair work was attempted. A projection (8) was provided on the back side of the covering material (6).

【0021】既設のALCパネルの表面所定の穿孔個所
に印を付したのち、ドリルで孔(2)を多数個連続的に
穿設し、アングル(3)を露出させた。同様に既設のA
LCパネルの表面で、被覆材(6)の突起(8)に相対
する個所にドリルで穴(9)を穿設した。
After marking a predetermined perforated portion on the surface of the existing ALC panel, a large number of holes (2) were continuously drilled with a drill to expose the angle (3). Similarly, the existing A
On the surface of the LC panel, a hole (9) was drilled at a position corresponding to the projection (8) of the coating material (6).

【0022】前記孔(2)を通したアングルの露出点
に、前側にネジを切った鉄筋ボルト(4)をスタッド溶
接し、孔(2)とボルト(4)の空隙に充填材を注入し
て閉塞しながら、予め短いボルト(11)を上下に突出
させて設けた取付金具(5)をナット(10)で固定し
た。
At the exposed point of the angle passing through the hole (2), a reinforcing screw (4) threaded on the front side is stud-welded, and a filler is injected into the gap between the hole (2) and the bolt (4). While closing, a mounting bracket (5) provided with a short bolt (11) projecting up and down in advance was fixed with a nut (10).

【0023】以上の作業は、連続的に行ない多数の取付
金具(5)が壁面に列設された。次に、下方から順次、
被覆材(6)を短いボルト(11)に短辺縁の2つの小
孔(12)を差し込みながら装填してゆく。このとき同
時に被覆材(6)の突起(8)をALCパネル(1)の
表面の穴(9)に押し込み接合する。被覆材(6)と既
設のALCパネル(1)は、一体化し更に堅固に下地鋼
材(3)に固定される。外壁全体の周囲は、枠の設置な
ど防風防雨の耐候処理をする。この工法により、美粧堅
牢で耐震性の向上した外壁が達成された。
The above operation was performed continuously, and a large number of mounting brackets (5) were arranged in a row on the wall surface. Next, in order from the bottom,
The covering material (6) is loaded into the short bolt (11) while inserting the two small holes (12) on the short side edge. At this time, the projections (8) of the coating material (6) are simultaneously pressed into the holes (9) on the surface of the ALC panel (1) and joined. The covering material (6) and the existing ALC panel (1) are integrated and further firmly fixed to the base steel material (3). Windproof and rainproof weather treatment such as installation of a frame is applied around the entire outer wall. By this construction method, an outer wall with aesthetic robustness and improved earthquake resistance was achieved.

【0024】[0024]

【発明の効果】本発明に係る被覆合成式ALC耐震改修
工法及びその施工法は次のような特有な効果がある。
The coating synthetic ALC seismic retrofitting method according to the present invention and its construction method have the following specific effects.

【0025】被覆材と既存のALCパネルは、合成構造
を形成し、一体として挙動することにより、個々の性能
を加算した以上の高い剛性と強度が得られる。
The coating material and the existing ALC panel form a composite structure and behave as one, so that higher rigidity and strength than the sum of the individual performances can be obtained.

【0026】被覆材は、構造躯体に直接固定され自立
し、かつ、既存のALCパネルを支持するため、合成パ
ネルとしての接合部強度を高めることとなり、耐剥離及
び、耐剥落などの耐震性の向上を可能ならしめる。
The covering material is directly fixed to the structural frame and becomes independent and supports the existing ALC panel. Therefore, the strength of the joint portion as a synthetic panel is increased, and the covering material has seismic resistance such as peeling resistance and spalling resistance. Make improvements possible.

【0027】既存のALCパネルの保有する防水性、断
熱性及び強度などが生かせる為、経済的で効率の高い改
修が可能となる。
Since the waterproof property, heat insulating property, strength, etc. possessed by the existing ALC panel can be utilized, it is possible to perform economical and efficient repair.

【0028】被覆材はALCパネルに密着するのではな
く、機械的に構造躯体に固定するため、温度膨張差や乾
燥収縮に影響されずに、被覆材の反りや曲がりがなく、
美粧な外観ができる。
The coating material is not closely attached to the ALC panel, but is mechanically fixed to the structural frame, so that the coating material is not warped or bent without being affected by the difference in temperature expansion and drying shrinkage.
Makes a beautiful appearance.

【0029】以上のように、本発明に係る被覆合成式A
LC耐震改修工法は、工事期間が短く、産業廃棄物を出
すことなく、耐震外壁を作成できるもので、リフォーム
の際の様々な要請にかなう優れた発明である。
As described above, the coating synthetic formula A according to the present invention
The LC seismic retrofitting method has a short construction period, can create an earthquake-resistant outer wall without producing industrial waste, and is an excellent invention that meets various demands for reform.

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

【図1】本発明に係る被覆合成式ALC耐震改修工法を
説明する施工組み立て斜視図。
FIG. 1 is a perspective view of a construction for explaining a coating synthetic ALC seismic retrofitting method according to the present invention.

【図2】同じく被覆合成式ALC耐震改修工法を施工し
た外壁の側面断面図。
FIG. 2 is a side cross-sectional view of an outer wall on which a coated synthetic ALC seismic retrofitting method is applied.

【符号の説明】[Explanation of symbols]

1 既設ALCパネル 2 孔 3 下地鋼材 4 ボルト 5 取付金具 6 金属パネル等の被覆材 7 構造躯体 8 突起部 9 穴又は溝 10 ナット 11 ボルト 12 小孔 13 目地鉄筋 14 取付具 15 目地鉄筋を通す孔 DESCRIPTION OF SYMBOLS 1 Existing ALC panel 2 Hole 3 Base steel material 4 Bolt 5 Mounting bracket 6 Covering material such as metal panel 7 Structural body 8 Protrusion 9 Hole or groove 10 Nut 11 Bolt 12 Small hole 13 Joint reinforcing bar 14 Fixture 15 Hole for joint reinforcing bar

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 既設のALCパネル(1)に穿孔し、こ
の孔(2)を通して既設のアングル等の下地鋼材(3)
にボルト(4)を付設し、このボルト(4)に取付金具
(5)で金属パネル等の被覆材(6)を直接固定し自立
させ、かつこの被覆材(6)と既設のALCパネル
(1)とを接合することを特徴とする被覆合成式ALC
耐震改修工法。
1. An existing ALC panel (1) is perforated and a base steel material (3) such as an existing angle is passed through the hole (2).
A cover (6) such as a metal panel is directly fixed to the bolt (4) with a mounting bracket (5) to be self-standing, and the cover (6) and an existing ALC panel ( 1) Coating synthetic ALC characterized by joining
Seismic retrofitting method.
【請求項2】 ビル壁面等を形成する既設のALCパネ
ル(1)の取付部近傍をドリル等で穿孔し、この孔
(2)を通して既設のALCパネル(1)を取付けてい
るアングルなどの下地鋼材(3)にボルト(4)をスタ
ッド溶接し、このボルト(4)に取付金具(5)で金属
パネル等の被覆材(6)を取付けて、被覆材(6)が構
造躯体(7)に直結固定して自立させ、かつこの被覆材
(6)と既設のALCパネル(1)とを任意点において
接着もしくは被覆材(6)裏面の突起部(8)を既設の
ALCパネル(1)に設けた孔(9)又は溝(9)に定
着することにより、被覆材(6)と既設のALCパネル
(1)とを結合することを特徴とする被覆合成式ALC
耐震改修工法。
2. An existing ALC panel (1) forming a building wall or the like is drilled in the vicinity of a mounting portion of the existing ALC panel (1) with a drill or the like, and a base such as an angle to which the existing ALC panel (1) is mounted through the hole (2). A bolt (4) is stud-welded to a steel material (3), and a covering (6) such as a metal panel is attached to the bolt (4) with a mounting bracket (5), and the covering (6) is a structural body (7). The coating material (6) and the existing ALC panel (1) are adhered at an arbitrary point or the projection (8) on the back surface of the coating material (6) is attached to the existing ALC panel (1). A coating material (6) and an existing ALC panel (1), which are fixed to the holes (9) or grooves (9) provided in the ALC panel.
Seismic retrofitting method.
【請求項3】 前記被覆材(6)が、角箱形である請求
項1又は請求項2に記載の被覆合成式ALC耐震改修工
法。
3. The method according to claim 1, wherein the coating material (6) has a rectangular box shape.
【請求項4】 前記取付金具(5)が、略L字状である
請求項1又は請求項2に記載の被覆合成式ALC耐震改
修工法。
4. The method according to claim 1, wherein the mounting bracket (5) is substantially L-shaped.
JP26780997A 1997-09-13 1997-09-13 Covering synthetic alc earthquake resisting repairing method Pending JPH1193374A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26780997A JPH1193374A (en) 1997-09-13 1997-09-13 Covering synthetic alc earthquake resisting repairing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26780997A JPH1193374A (en) 1997-09-13 1997-09-13 Covering synthetic alc earthquake resisting repairing method

Publications (1)

Publication Number Publication Date
JPH1193374A true JPH1193374A (en) 1999-04-06

Family

ID=17449913

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26780997A Pending JPH1193374A (en) 1997-09-13 1997-09-13 Covering synthetic alc earthquake resisting repairing method

Country Status (1)

Country Link
JP (1) JPH1193374A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127931A (en) * 2006-11-24 2008-06-05 Tokyo Electric Power Co Inc:The External wall panel repairing method and panel reinforcing hardware
JP2013076245A (en) * 2011-09-30 2013-04-25 Takenaka Komuten Co Ltd Masonry material wall
JP2014227685A (en) * 2013-05-20 2014-12-08 日鉄住金鋼板株式会社 Repair structure of existing outer wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008127931A (en) * 2006-11-24 2008-06-05 Tokyo Electric Power Co Inc:The External wall panel repairing method and panel reinforcing hardware
JP2013076245A (en) * 2011-09-30 2013-04-25 Takenaka Komuten Co Ltd Masonry material wall
JP2014227685A (en) * 2013-05-20 2014-12-08 日鉄住金鋼板株式会社 Repair structure of existing outer wall

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