JPS63114750A - Remodeling structure of existing concrete wall - Google Patents

Remodeling structure of existing concrete wall

Info

Publication number
JPS63114750A
JPS63114750A JP26160986A JP26160986A JPS63114750A JP S63114750 A JPS63114750 A JP S63114750A JP 26160986 A JP26160986 A JP 26160986A JP 26160986 A JP26160986 A JP 26160986A JP S63114750 A JPS63114750 A JP S63114750A
Authority
JP
Japan
Prior art keywords
existing
wall
existing concrete
concrete wall
exterior
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.)
Granted
Application number
JP26160986A
Other languages
Japanese (ja)
Other versions
JPH0768750B2 (en
Inventor
堯 石川
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP26160986A priority Critical patent/JPH0768750B2/en
Publication of JPS63114750A publication Critical patent/JPS63114750A/en
Publication of JPH0768750B2 publication Critical patent/JPH0768750B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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) [Abstract] 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〕 本発明はコンクリート、タイル、コンクリートブロック
、窯業系サイディング等の外壁を有するビルディング、
住宅等において凍結融解、骨材のアルカリ反応、塩害を
含む経年変化により外壁にクラックが入ったり、カビ等
で汚染がひどい既存外壁を破壊することなしに下地とし
て利用し、その上に新規外壁材を施工して既存コンクリ
ート壁等を改修した構造に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to buildings having exterior walls made of concrete, tiles, concrete blocks, ceramic siding, etc.
In houses, etc., the exterior walls may crack due to aging, including freezing and thawing, alkali reactions in aggregates, and salt damage, or can be used as a base material for new exterior walls without destroying existing exterior walls that are heavily contaminated with mold, etc. This relates to a structure in which existing concrete walls, etc., were repaired by constructing.

〔従来の技術〕[Conventional technology]

この種ビルディング等の外壁は5〜10年でクランクが
入り、その進行を止めることと、外観の御所を図るため
、例えば特開昭58−164857号公報、実開昭59
−1)7752号公報等が知られている。すなわち、前
者はカーテンオールにおいて既存外壁とL型の新規外装
材取付金具間に石綿製座板を介在させ、既存外壁の凹凸
が上記取付金具の装着に悪影響を与えないようにしたも
のであり、後者は既存外壁に切欠き凹所を設け、この凹
所にスチールライナーを介在して新規外壁材装着用取付
材を固定した建物外壁部の改装方法である。
The exterior walls of buildings of this type are cranked every 5 to 10 years, and in order to stop this progression and to make the exterior look impressive, for example, Japanese Patent Laid-Open No. 58-164857, Utility Model Laid-Open No. 59
-1) Publication No. 7752 is known. In other words, in the former case, an asbestos seat plate is interposed between the existing exterior wall and the L-shaped new exterior material mounting bracket in the curtain oar, so that the unevenness of the existing exterior wall does not adversely affect the installation of the mounting bracket. The latter is a method for renovating the exterior wall of a building, in which a notch is provided in the existing exterior wall, and a steel liner is interposed in this cavity to fix the mounting material for installing the new exterior wall material.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら、前者の新規外装材取付金具はC型鋼の一
側面からのみ一定間隔で配列し支持する構成のため安定
性に欠け、かつ新規外壁材を装着するのにC型鋼に目地
金具を固定し、しかも断熱性等の全く付加されていない
外壁となる欠点があった。また、後者は既存壁に切欠き
凹所を形成することが非常に大変な作業であり現実性に
欠けるものである。
However, the former new exterior wall material mounting brackets lack stability because they are arranged and supported at regular intervals only from one side of the C-shaped steel, and the joint metal fittings must be fixed to the C-shaped steel to install the new exterior wall material. Moreover, there was a drawback that the outer wall had no added heat insulation properties at all. Furthermore, in the latter case, forming a notch in an existing wall is a very difficult task and is therefore impractical.

〔問題点を解決するための手段〕[Means for solving problems]

本発明はこのような欠点を除去するため、胴縁を角バイ
ブ断面より軽量なC型チャンネル状として強度の低減も
なく既存壁への装着を容易に、かつ安定に、しかも少な
い個所で固定できるように取付力を千鳥状に設けた構造
にし、これを既存外壁上に固定具を介して固定し、この
輪縁上に金属サイディング材を装着して美しく、クラッ
クの発生しない新規外壁を形成した既存コンクリート壁
等の改修構造を提案するものである。
In order to eliminate these drawbacks, the present invention has a C-shaped channel shape that is lighter in weight than the cross-section of a square vibrator, so that it can be easily and stably attached to an existing wall without reducing strength, and can be fixed in fewer places. We created a structure with staggered mounting force, fixed it to the existing exterior wall using fixing devices, and installed metal siding material on the ring edge to form a new exterior wall that is beautiful and does not cause cracks. This project proposes a repair structure for existing concrete walls, etc.

〔実施例〕〔Example〕

以下に、図面を用いて本発明に係る既存コンクリート壁
等の改修構造の一実施例について詳細に説明する。第1
図は本発明に係る既存コンクリート壁等の改修構造をビ
ルディングに適用した場合を示す斜視図であり、1は既
存建物、2は既存バラベット、3は既存外壁、4は笠木
取付具、5は笠木、6は胴縁、7は取付脚、8は取付孔
、9はアンカーボルト、10はナツト、1)〜15は役
物、16は金属サイディング材、17は釘等の固定具で
ある。
EMBODIMENT OF THE INVENTION Below, one Example of the repair structure of existing concrete walls etc. which concerns on this invention is demonstrated in detail using drawing. 1st
The figure is a perspective view showing a case where the repair structure of an existing concrete wall, etc. according to the present invention is applied to a building, where 1 is an existing building, 2 is an existing rosette, 3 is an existing outer wall, 4 is a Kasagi fixture, and 5 is a Kasagi , 6 is a trunk edge, 7 is a mounting leg, 8 is a mounting hole, 9 is an anchor bolt, 10 is a nut, 1) to 15 are accessories, 16 is a metal siding material, and 17 is a fixing tool such as a nail.

さらに説明すると、既存建物1はコンクリート、ALC
,ブロック、タイル、窯業系サイディング材で構成され
た方形、切妻、陸屋根等からなるものである。既存バラ
ベット2は必要に応じて設けたものであり、ビルディン
グでは殆ど存在するが、−II住宅では形成しないこと
が多い。また、既存外壁3は主にコンクリート躯体にセ
メントモルタルを塗布した外壁、コンクリート打ちっば
なし外壁、ALC板張り外壁等であり、永久的建築と思
われていた建物の外壁にクランクが入ったり、部分破壊
、コケ、カビ等により汚染された外壁を対象とするもの
である。笠木取付具4は第2図に示すようにスプリング
バックとネジにより装着するあゴEシあ吻ニー笠木5の
形状、既存バラベント2頂部の断面によって異なるが、
例えば第2図、第3図に示すように形成し、これを胴縁
6に接着剤による接着、溶接、ビス、ボルト9aのいず
れかの方法によって固定するものである。胴縁6は第4
図(a)、山)に示すようにC型チャンネル状の断面に
形成し、その相対する側面に取付脚7を最小個数で安定
性を得やすい千鳥状に、かつ胴縁6の折曲部6aとL字
状断面の取付脚7の接触面78間に第5図に示すように
ΔGのギャップを形成し、胴縁6の施工を容易に、かつ
下地としての既存外壁3との安定性を得られるように、
しかも既存外壁3からの振動を低減して受けるように構
成したものである。なお、胴縁6は第1図、第6図に示
すように水平、垂直に棒状に配設し、必要部位を接着剤
、溶接のいずれかによって一体化すると共に、アンカー
ボルト9によって既存外壁3と一体に固定するものであ
る。勿論、金属サイディング材16が縦張りの際は胴縁
6は横胴縁とする必要がある。取付孔8はアンカーボル
ト9に取付脚7を装着するためのものであり、円形、長
円形、楕円形等に穿設し、取付位置の変位に対応できる
ようにしたものである。第7図に示すように役物1)は
止縁カバー、役物12は止縁カバー1)の敷目板状取付
具、役物13.13aは第8図に示すように窓額縁カバ
ー、役物14は第9図に示すように出隅カバー、役物1
5は出隅カバー取付具である。さらに、金属サイディン
グ材16は第10図(a)〜(1)に示すような形状の
部材を第1図、第1)図に示すように装着するものであ
る。特に、金属サイディング材16は施工しやすく、断
熱性にすぐれた金属薄板成形体16aと裏面材16b間
に合成樹脂発泡体16cを一体に介在させたものである
To explain further, existing building 1 is made of concrete and ALC.
It consists of square, gable, flat roofs, etc. made of blocks, tiles, and ceramic siding materials. The existing loose bed 2 is provided as needed, and although it is present in most buildings, it is often not formed in -II houses. In addition, the existing exterior walls 3 are mainly made of concrete frames coated with cement mortar, concrete concrete exterior walls, ALC board-clad exterior walls, etc., and the exterior walls of buildings that were thought to be permanent have been cracked or partially destroyed. This targets exterior walls contaminated with moss, mold, etc. As shown in Fig. 2, the Kasagi mount 4 is attached with springback and screws, and varies depending on the shape of the jaw, knee, and knee Kasagi 5, and the cross section of the top of the existing rose vent 2.
For example, it is formed as shown in FIGS. 2 and 3, and is fixed to the flange 6 by adhesive bonding, welding, screws, or bolts 9a. The rim 6 is the fourth
As shown in Figure (a), the cross section is C-shaped channel-shaped, and the mounting legs 7 are mounted on opposite sides in a staggered manner to facilitate stability with a minimum number, and the bent portions of the body rim 6 are formed. 6a and the contact surface 78 of the mounting leg 7 having an L-shaped cross section, a gap of ΔG is formed as shown in FIG. so that you can get
Moreover, it is configured to reduce vibrations from the existing outer wall 3. As shown in FIGS. 1 and 6, the furring 6 is horizontally and vertically arranged in the form of a rod, and the necessary parts are integrated with adhesive or welding, and the existing outer wall 3 is attached to the existing outer wall 3 with anchor bolts 9. It is fixed integrally with the Of course, when the metal siding material 16 is vertically stretched, the furring 6 needs to be a horizontal furring. The attachment hole 8 is for attaching the attachment leg 7 to the anchor bolt 9, and is bored in a circular, oval, oval, etc. shape to accommodate displacement of the attachment position. As shown in FIG. 7, accessory 1) is a toe cover, accessory 12 is a board-shaped fixture for the toe edge cover 1), and accessory 13.13a is a window frame cover as shown in FIG. The accessory 14 is a protruding corner cover, accessory 1 as shown in FIG.
5 is a protruding corner cover attachment. Furthermore, the metal siding material 16 is a member having a shape as shown in FIGS. 10(a) to 10(1) and is attached as shown in FIG. 1, FIG. 1). In particular, the metal siding material 16 is easy to construct and has a synthetic resin foam 16c integrally interposed between a thin metal sheet molded body 16a and a backing material 16b, which have excellent heat insulation properties.

次に施工法について説明する。Next, the construction method will be explained.

まず、第1図に示すような既存建物工の既存外壁3に沿
って足場を組み立てる。次に第4図(a)に示すような
胴縁6を所定長さに形成し、その取付脚7の取付孔8に
対応する位置にアンカーボルト9を打設する。このアン
カーボルト9に胴縁6を第6図に示すように固定する。
First, scaffolding is assembled along the existing outer wall 3 of the existing building construction as shown in Figure 1. Next, the fuselage 6 as shown in FIG. 4(a) is formed to a predetermined length, and anchor bolts 9 are driven into the mounting legs 7 at positions corresponding to the mounting holes 8. The rim 6 is fixed to the anchor bolt 9 as shown in FIG.

この胴縁6の既存バラベット2に施工した横胴縁6′に
第3図に示す笠木取付具4を溶接し、次に笠木5を装着
する。また、窓口りには第8図に示す役物13.13a
を装着し、次にスタータ(図示せず)を介して第10図
(81に示す金属サイディング材16を土台から既存バ
ラベット2に向かって胴縁6上に固定具17を介して施
工する。なお、既存パラベット2の笠木取付具4の近(
に第7図に示すように敷目板状取付具12を施工してお
くものである。次に金属サイディング材16の施工後に
役物1).14.15、図示しないジョイナ−等で目地
等をカバーし、その後、図示しないが必要個所にコーキ
ング材を充填して施工が完了するものである。
A cap holder 4 shown in FIG. 3 is welded to the horizontal rim 6' constructed on the existing rosette 2 of this rim 6, and then a cap 5 is attached. In addition, at the counter there are accessories 13.13a shown in Figure 8.
Then, using a starter (not shown), install the metal siding material 16 shown in FIG. , near the Kasagi attachment 4 of the existing parabet 2 (
As shown in FIG. 7, a board-shaped fixture 12 is installed in advance. Next, after the construction of the metal siding material 16, the accessory 1). 14.15. The joints and the like are covered with a joiner (not shown), and then caulking material (not shown) is filled in the necessary places to complete the construction.

以上説明したのは本発明に係る既存コンクリート壁等の
改修構造の一実施例にすぎず、第4図(al、山)にお
いて1点鎖線で示すように防振材を介在したり第10図
(1)に示すように形成することもできる。
What has been described above is only one example of the repair structure of an existing concrete wall, etc. according to the present invention, and as shown in FIG. It can also be formed as shown in (1).

〔発明の効果〕〔Effect of the invention〕

上述したように本発明に係る既存コンクリート壁等の改
修構造によれば、■既存建物の居住を中止することなし
に外壁を短期間に改修できる。■外壁に断熱性、通気に
よる除湿性を付加して居住性の改善と建物の寿命を延長
できる。■新規外壁は施工が簡単で、かつ美しく耐久性
に富む外壁を安価で形成できる。■金属サイディング材
は施工後のメンテーナンスが不要であり、維持費が安い
As described above, according to the structure for repairing an existing concrete wall or the like according to the present invention, (1) the outer wall can be repaired in a short period of time without stopping the occupancy of the existing building. ■By adding insulation to the exterior walls and dehumidifying properties through ventilation, livability can be improved and the lifespan of the building can be extended. ■New exterior walls are easy to construct, and beautiful and durable exterior walls can be formed at low cost. ■Metal siding materials do not require maintenance after construction, and maintenance costs are low.

■胴縁に取付脚を千鳥状に配列したため既存外壁への固
定が最小個数で、かつ安定に、しかも外力(地震等)で
も新規外壁が破壊したり、離脱したりしない。■C型チ
ャンネル状断面とした胴縁のため軽量で、コストも安く
できる。等の特徴がある。
■Since the mounting legs are arranged in a staggered manner on the body rim, the number of fixings to the existing exterior wall is minimal and stable, and the new exterior wall will not be destroyed or detached even by external forces (earthquakes, etc.). ■The body has a C-shaped channel cross section, making it lightweight and cost-effective. It has the following characteristics.

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

第1図は本発明に係る既存コンクリート壁等の改修構造
の一実施例を示す斜視図、第2図は第1図ハーバ線にお
ける切断面図で既存バラペット頂部を示す説明図、第3
図は笠木取付具、第4図(a)、(blは胴縁の一例を
示す斜視図、第5図は第1図ハーバ線における切断面図
で胴縁と既存外壁との装着状態を示す説明図、第6図は
既存外壁に対し第1図に示すように金属サイディング材
を施工する納まりを示す説明図、第8図は窓回り用の役
物を示す斜視図、第9図は第1図ハーバ線における切断
面図で出隅部の役物の取付状態を示す説明図、第10図
(a)〜(1)は金属サイディング材の一例を示す説明
図、第1)図は金属サイディング材の取付状態を示す切
断面図である。 1・・・既存建物、3・・・既存外壁、6・・・胴縁、
7・・・取付脚、9・・・アンカーボルト、16・・・
金属サイディング材。 第1図 166全属ザイテ″イシ2゛財 第2図 【 第3図 第十図 、。、【6 Cしン                   (6第
5図 と 第6図 第(′7図 第C図 第9図 第1O図 r/1) (bl    NH(。 (c]               〜1乙rd) 
                    〜16第1
0図 (e) C力    、tts
Fig. 1 is a perspective view showing an embodiment of a repair structure for an existing concrete wall, etc. according to the present invention, Fig. 2 is an explanatory cross-sectional view taken along the harbor line in Fig. 1, showing the top of the existing rose pet;
The figure shows the Kasagi attachment, Figures 4(a) and (bl are perspective views showing an example of the rim, and Figure 5 is a cross-sectional view taken along the harbor line in Figure 1, showing the state of attachment between the rim and the existing outer wall. An explanatory drawing, Fig. 6 is an explanatory drawing showing how metal siding material is installed on an existing exterior wall as shown in Fig. 1, Fig. 8 is a perspective view showing accessories for around windows, and Fig. 9 is Figure 1 is an explanatory cross-sectional view taken along the Haber line and shows how accessories are attached to the protruding corners. Figures 10 (a) to (1) are explanatory diagrams showing examples of metal siding materials. FIG. 3 is a cross-sectional view showing how the siding material is attached. 1... Existing building, 3... Existing outer wall, 6... Furniture,
7...Mounting leg, 9...Anchor bolt, 16...
metal siding material. Fig. 1 166 All genera "Ishi 2" Goods Fig. 2 [ Fig. 3 Fig. 10, [6 Figure 1 O r/1) (bl NH(. (c) ~1 O rd)
~16th 1st
Figure 0 (e) C force, tts

Claims (1)

【特許請求の範囲】[Claims] (1)既存コンクリート壁等の表面に断面がC型チャン
ネル状でその相対する側面にL字状の取付脚を千鳥状に
固設した胴縁を一定間隔で配列すると共に、該取付脚を
アンカーボルト等の固定具で上記壁に固設し、該固設し
た輪縁上に金属サイディング材を装着して新規外壁を構
成したことを特徴とする既存コンクリート壁等の改修構
造。
(1) On the surface of an existing concrete wall, etc., arrange a frame with a C-shaped channel-shaped cross section and L-shaped mounting legs fixed in a staggered manner on the opposing sides at regular intervals, and anchor the mounting legs. A repair structure for an existing concrete wall, etc., characterized in that a new outer wall is constructed by fixing it to the wall with fixing devices such as bolts, and installing metal siding material on the fixed ring.
JP26160986A 1986-10-31 1986-10-31 Existing concrete exterior wall renovation structure Expired - Fee Related JPH0768750B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26160986A JPH0768750B2 (en) 1986-10-31 1986-10-31 Existing concrete exterior wall renovation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26160986A JPH0768750B2 (en) 1986-10-31 1986-10-31 Existing concrete exterior wall renovation structure

Publications (2)

Publication Number Publication Date
JPS63114750A true JPS63114750A (en) 1988-05-19
JPH0768750B2 JPH0768750B2 (en) 1995-07-26

Family

ID=17364279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26160986A Expired - Fee Related JPH0768750B2 (en) 1986-10-31 1986-10-31 Existing concrete exterior wall renovation structure

Country Status (1)

Country Link
JP (1) JPH0768750B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04118789A (en) * 1989-12-21 1992-04-20 Stocko Metallwarenfab Henkels & Sohn Gmbh & Co Device for electrically bringing electronic card with connecting pole into contact with printed wiring board along one surface

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04118789A (en) * 1989-12-21 1992-04-20 Stocko Metallwarenfab Henkels & Sohn Gmbh & Co Device for electrically bringing electronic card with connecting pole into contact with printed wiring board along one surface

Also Published As

Publication number Publication date
JPH0768750B2 (en) 1995-07-26

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