JPS6055152A - Outer wall construction of concrete structure - Google Patents

Outer wall construction of concrete structure

Info

Publication number
JPS6055152A
JPS6055152A JP16050683A JP16050683A JPS6055152A JP S6055152 A JPS6055152 A JP S6055152A JP 16050683 A JP16050683 A JP 16050683A JP 16050683 A JP16050683 A JP 16050683A JP S6055152 A JPS6055152 A JP S6055152A
Authority
JP
Japan
Prior art keywords
exterior
concrete
wall
fixing
fasteners
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
JP16050683A
Other languages
Japanese (ja)
Other versions
JPH0132344B2 (en
Inventor
金子 守行
健治 高木
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.)
Nozawa Corp
Original Assignee
Nozawa 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 Nozawa Corp filed Critical Nozawa Corp
Priority to JP16050683A priority Critical patent/JPS6055152A/en
Publication of JPS6055152A publication Critical patent/JPS6055152A/en
Publication of JPH0132344B2 publication Critical patent/JPH0132344B2/ja
Granted legal-status Critical Current

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  • Finishing Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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】 本発明はコンクリート壁面に石綿セメント等の無機質材
料な押出成形してなる外装パネルを層着した建造物の乾
式外壁の施工方法に係るもので。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a dry exterior wall of a building, in which exterior panels formed by extrusion of an inorganic material such as asbestos cement are layered on a concrete wall surface.

コンクリート壁打設用外側型枠の内面に、予め所定間隔
毎に外装板の定着用ファスナを仮止めして同型枠内にコ
ンクリートを打設し、同打設コンクリート硬化後脱型し
てコンクリート壁面に前記各定着用ファスナを一体に9
碇着し1次いで同各定着用ファスナを介して外装板乞組
込み建造物の外壁を構成することを特徴とするもので、
その目的とする処は、コンクリート打設面の凹凸の補正
を要せず1寸法精度の優れたコンク1)−ト構造物の外
壁施工法を供する点にある。
Fasteners for fixing exterior plates are temporarily fixed on the inner surface of the outer formwork for pouring concrete walls at predetermined intervals, concrete is poured into the formwork, and after the poured concrete has hardened, the mold is removed and the concrete wall surface is removed. Attach each of the fixing fasteners to the
It is characterized in that it is anchored and then forms the outer wall of a building with built-in exterior panels through the same anchoring fasteners,
The purpose of this invention is to provide a method for constructing an external wall of a concrete structure that does not require correction of irregularities on the concrete pouring surface and has excellent one-dimensional accuracy.

本発明においては前記したように、コンクリート壁打設
用外側型枠の内面に、予め所定間隔毎に外装板の定着用
ファスナを仮止めし、同外側型枠内にコンクリートを打
設するようにしたの−C,コンクリート壁体が構成され
ると同時にその壁面の所定位[K正確に外装板の定着用
ファスナが一体的に取付けられるものである。
In the present invention, as described above, fasteners for fixing exterior plates are temporarily fixed in advance at predetermined intervals on the inner surface of the outer formwork for pouring concrete walls, and concrete is poured into the outer formwork. At the same time as the concrete wall is constructed, the fasteners for fixing the exterior plate are integrally attached to the wall at a predetermined location.

従って前記定着用ファスナを介して外装板を組込むこと
によって、同外装板はコンクリート壁面に正確に所定位
置に取付けられる。
Therefore, by assembling the exterior plate through the fixing fasteners, the exterior plate can be accurately attached to the concrete wall at a predetermined position.

本発明においては前記したように、予め製作された外装
板とその定着用ファスナとを組合せて建造物の外壁を構
成するよう罠したものであって。
In the present invention, as described above, the outer wall of a building is configured by combining a prefabricated exterior plate and its fixing fasteners.

工場生産による寸法、精度の優れた外装板を使用するこ
とによって外壁面の平滑性の修正くワの作ろ1を必要と
ぜす、コンクリート打設面の凹凸等を修正することなく
外装工U¥ができるものである。更に外壁がすべて乾式
1’i’を造のため1作業性に富み。
By using factory-produced exterior panels with excellent dimensions and precision, exterior work can be done without the need to modify the smoothness of the exterior wall surface or modify the unevenness of the concrete pouring surface. It is something that can be done. Furthermore, all of the exterior walls are constructed using dry 1'i' construction, making it highly workable.

精度に優れた外壁が経済的に施工できる等1本発明は多
くの利点を有するものでt’f)る。
The present invention has many advantages, such as being able to economically construct outer walls with excellent precision.

(1)は石綿セメント等の無機質月利よりなる押出し成
形パネルより構成された外装材で、第6図に示す外装材
(1)は縦方向の中空部(1α)と緩やかな波状起伏部
(Slを有し、第4図に示す外装材(1)は表面が平板
状に形成され、第5図に示す外装材(1)は全体が外側
面に指向して膨出した曲面状に形成され、前記各外装セ
(1)はすべてその横方向両端縁内面に先端面が広幅に
形成され、且つ端面が垂直面に形成された台形の係合突
起(1h)が突設されている。
(1) is an exterior material composed of extruded panels made of inorganic material such as asbestos cement.The exterior material (1) shown in Figure 6 has a vertical hollow part (1α) and a gentle undulating part ( The exterior material (1) shown in FIG. 4 has a flat surface, and the exterior material (1) shown in FIG. 5 has a curved surface that bulges out toward the outer surface. Each of the exterior panels (1) is provided with a trapezoidal engagement protrusion (1h) having a wide end surface and a vertical end surface on the inner surface of both lateral edges thereof.

(3)はコンクリート壁(2)面に碇着され、且つ前記
装材(1)と同様にT:J綿セメント等の無機質材料を
押出し成形して構成され、必要に応じて樹脂等の補強材
の混入された型材で、外側面には一側面が前記外装材の
係合突起(1h)におり゛る一側傾斜面に衝合する傾斜
面に形成され、他側面が垂直面に形成された縦方向に延
びる台形断面の凹条溝(3a)が設けられ、内側面には
コンクリートとの附着力を増強せしめるように蟻溝(3
h)が設しナられている。なお定着用ファスナ(3)の
凹条溝(3α)は第7図に示すように広幅の蟻溝に形成
してもよい。
(3) is anchored to the surface of the concrete wall (2), and is constructed by extruding inorganic material such as T:J cotton cement in the same way as the covering material (1), and is reinforced with resin etc. as necessary. It is a molded material mixed with material, and one side of the outer surface is formed as an inclined surface that abuts the one side inclined surface that falls on the engagement protrusion (1h) of the said exterior material, and the other side is formed as a vertical surface. A groove (3a) with a trapezoidal cross section extending in the vertical direction is provided, and a dovetail groove (3a) is provided on the inner surface to enhance adhesion to concrete.
h) is provided. Note that the concave groove (3α) of the fixing fastener (3) may be formed into a wide dovetail groove as shown in FIG.

而して前記定着用7アスナ(3)をコンクリート壁打設
用外側型枠(4)のコンクリート打設面に所定間隔毎に
取付ける。前記定着用ファスナ(3)の数句に当っては
1例えば第7図に示す如き定着用ファスナ(3)におい
ては、第2図に示す如く両側面が傾斜した溝型の仮止金
具(5)をボルトナツト(6)を介して型枠(4)の内
側面に所定間隔毎に取利け、仮止金具(5)を定着用フ
ァスナ(3)の四条溝(3α)に係着する。
Then, the fixing bolts (3) are attached to the concrete casting surface of the outer formwork (4) for concrete wall casting at predetermined intervals. Regarding the fixing fastener (3), for example, in the fixing fastener (3) as shown in FIG. ) are taken out at predetermined intervals on the inner surface of the formwork (4) via bolt nuts (6), and the temporary fittings (5) are engaged with the four-strip grooves (3α) of the fixing fastener (3).

また第6図乃至第6図及び第8図に示す定着用ファスナ
(3)においては直接前記型枠(4)にボルトナツトで
締結する。
Further, the fixing fastener (3) shown in FIGS. 6 to 6 and 8 is directly fastened to the formwork (4) with bolts and nuts.

前記のように定着用ファスナ(3)が所定間隔毎に取付
けられたコンクリート壁打設用外fSll型枠(4)を
D1定位置に建込み、内側型枠(4′)と所定間隔を存
して対向するようにセパレーク(7)、型枠締付桿(8
)を介して組立て1両型枠(4) (4’ )間にコン
クIJ−1・を打設する。なお図中(9)(lotは端
太材である。
As mentioned above, the outer fSll formwork (4) for concrete wall pouring, to which fixing fasteners (3) are attached at predetermined intervals, is erected at the D1 position, and the inner formwork (4') is placed at predetermined intervals. Separate rake (7) and formwork clamping rod (8)
) Conc IJ-1 is poured between the two assembled formworks (4) (4'). Note that (9) (lot) in the figure is a thick piece of wood.

(第2図〜参照) 打設コンクリートの硬化後脱壓すると、コンクリート壁
(2)面に所定位置毎に定着用ファスナ(3)が碇着さ
れる。
(Refer to FIG. 2) When the poured concrete is removed after hardening, fixing fasteners (3) are anchored at predetermined positions on the surface of the concrete wall (2).

次いでコンクリート壁(2)面に碇着された相隣る定着
用ファスナf3)(3)の各四条溝(3α)(3α)に
亘って外装材(1)の両端部の係止突起(Ih) (1
b)を第8図の点線に示す如く嵌合し、外装板(1)全
体を矢印方向に幅り移動させてs 1eiJ記係止突起
(t1!I)と四条溝(3α)との各傾斜面が衝合した
位置で、係止突起(1b)の垂直面と四条溝(3α)の
垂直面との間に外装材固定材((1)を嵌昭して外装材
(1)を定着用ファスナ(3)(a)に固定する。次い
で前記と同様にして次位の外装材(1)を定着用ファス
ナ(3)に固定し、以下同様の操作を反作して外装u’
(1)による外壁面を構成する。
Next, the locking protrusions (Ih) on both ends of the exterior material (1) are inserted across the four grooves (3α) (3α) of the adjacent fixing fasteners f3) (3) anchored to the concrete wall (2) surface. ) (1
b) are fitted as shown in the dotted line in Fig. 8, and the entire exterior plate (1) is moved in the direction of the arrow to connect the locking protrusion (t1!I) and the four-striped groove (3α). At the position where the slopes meet, insert the exterior material fixing material ((1)) between the vertical surface of the locking protrusion (1b) and the vertical surface of the four-striped groove (3α) to attach the exterior material (1). Fix it to the fixing fastener (3) (a). Next, fix the next exterior material (1) to the fixing fastener (3) in the same manner as above, and then repeat the same operation to fix the exterior material u'
The outer wall surface is constructed according to (1).

次いで相隣る外装材(1)(]、)間の目地部にバック
アツプ材(1り及びコーキング利(2)を充填して全工
程を完了する。
Next, back-up material (1) and caulking material (2) are filled into the joints between adjacent exterior materials (1), (2), and the entire process is completed.

なお第4図に示す実施例は、外装材(1)とコンクリー
ト壁(2)との間に間隙を設け、同間隙に硬質発泡ウレ
タン等の断熱材IJ41を填装したものである。
In the embodiment shown in FIG. 4, a gap is provided between the exterior material (1) and the concrete wall (2), and a heat insulating material IJ41 such as hard urethane foam is filled in the gap.

また第5図に示すように、外装材(1)を外側に膨出す
る曲面状に形成してコンクリート壁(2)との間に空気
層を設けることによって、建造物の外断熱効果が得られ
るようにしたものである。
In addition, as shown in Figure 5, by forming the exterior material (1) into a curved shape that bulges outward and creating an air layer between it and the concrete wall (2), the external insulation effect of the building can be achieved. It was designed so that

図示の実施例においては前記したように、夫々石綿セメ
ント等の無機質材料を押出成形してなる外装材(1)と
定着用ファスナ(3)とを組合せて外壁を構成するよう
にしたので、外装材(1)として工場生産による寸法精
度に優れた成形パネルを使世することによって、外装面
の平滑性の修正等の作業な必要とせず、コンクリート打
設面の凹凸を修正することなく外装工事ができる。また
コンクリート壁(2)に碇着された定着用ファスナ(3
)におけろ凹条溝(3α)の傾斜面と、外装材(1)の
係止突起(1b)の傾斜面とが衝合するように外装材(
1)が固定されるので、同外装材(1)はす5二面より
脱落することがなく、また外装材(1)の数句金具を一
切使用しないため、従来のような取付金具の腐蝕による
不具合が全くなくなる。
In the illustrated embodiment, as described above, the exterior wall is constructed by combining the exterior material (1) made by extruding inorganic materials such as asbestos cement and the fixing fastener (3). By using factory-produced molded panels with excellent dimensional accuracy as material (1), there is no need to modify the smoothness of the exterior surface, and exterior work can be carried out without having to modify the unevenness of the concrete pouring surface. I can do it. Also, the fixing fastener (3) anchored to the concrete wall (2)
), the exterior material (
1) is fixed, so the exterior material (1) will not fall off from the two sides of the lotus 5, and since no metal fittings are used for the exterior material (1), there is no corrosion of the mounting hardware as in the conventional case. The problems caused by this will be completely eliminated.

更に外装利(1)の表面には凹凸模様、タイル張り等の
化粧が容易に附加でき、更にまた外壁の構成が全て乾式
(i/?造のため1作業性に富み、精度の優れた外壁が
経済的に構成される。
Furthermore, decorations such as uneven patterns and tiling can be easily added to the surface of the exterior wall (1).Furthermore, the construction of the exterior wall is entirely dry (i/? construction), making it easy to work with and has excellent precision. is economically structured.

以上本発明を実施例について説明したが1本発明は勿論
このような実!KI例にだけ局限されるものではなく1
本発明の精神を逸脱しない範囲内で種々の設泪の改変を
施1〜うるものである。
Although the present invention has been described above with reference to embodiments, it goes without saying that the present invention can be implemented in such a manner! Not limited only to KI cases1
Various modifications may be made without departing from the spirit of the invention.

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

第1図は本発明に係るコンクリート構造物の外壁施工法
によって+111成されたvl(体の一部を欠截して示
した正面図、第2図は型枠組立状態を示す横断平面図、
第6図乃至第7図は本発明の方法によって構成されたコ
ンクリ−1・構造物の外壁の各実施例を示す横断平面図
、第8図は外装材の組付状態を示す横断平面図である。 (1)・・・外装材、(2)・・・コンクIJ −) 
1’lL (3)・・・定着用ファスナ、(4)・・・
コンクリート壁打設用外側型枠。 代理人 弁理士開本重文 外6名 倦・ 第1図 第2図
Fig. 1 shows a +111 VL constructed by the external wall construction method of a concrete structure according to the present invention (a front view with a part of the body cut out; Fig. 2 is a cross-sectional plan view showing the formwork assembled state;
6 and 7 are cross-sectional plan views showing each example of the outer wall of a concrete 1 structure constructed by the method of the present invention, and FIG. 8 is a cross-sectional plan view showing the assembled state of the exterior material. be. (1)...Exterior material, (2)...Conc IJ -)
1'lL (3)... Fixing fastener, (4)...
External formwork for pouring concrete walls. Agents: 6 patent attorneys and non-Kaihon important literary figures/Fig. 1 Fig. 2

Claims (2)

【特許請求の範囲】[Claims] (1) コンクリート壁打設用外側型枠の内面に、予め
所定間隔毎に外装板の定着用ファスナを仮止めして同型
枠内にコンクリートを打設し、同打設コンクリート硬化
後脱型してコンク1)−ト壁面に前記各定着用ファスナ
を一体に碇着し1次いで同各定着用ファスナを介して外
装板を組込み建造物の外壁を構成することを特徴とする
コンクリート構造物σ)外壁施工法。
(1) Fasteners for fixing exterior plates are temporarily fixed on the inner surface of the outer formwork for pouring concrete walls at predetermined intervals, concrete is poured into the formwork, and the cast concrete is removed from the form after it hardens. A concrete structure σ) characterized in that the above-mentioned fixing fasteners are integrally anchored to the concrete wall surface, and then an exterior plate is assembled via the fixing fasteners to constitute the outer wall of the building. Exterior wall construction method.
(2) コンクI+ −) i面と外装板との間に断熱
材を介装することを特徴とする特許請求の範囲第1項に
所載のコンクリート構造物の外壁施工法。
(2) Conc I+ -) The method for constructing an exterior wall of a concrete structure as set forth in claim 1, characterized in that a heat insulating material is interposed between the i-side and the exterior plate.
JP16050683A 1983-09-02 1983-09-02 Outer wall construction of concrete structure Granted JPS6055152A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16050683A JPS6055152A (en) 1983-09-02 1983-09-02 Outer wall construction of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16050683A JPS6055152A (en) 1983-09-02 1983-09-02 Outer wall construction of concrete structure

Publications (2)

Publication Number Publication Date
JPS6055152A true JPS6055152A (en) 1985-03-30
JPH0132344B2 JPH0132344B2 (en) 1989-06-30

Family

ID=15716415

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16050683A Granted JPS6055152A (en) 1983-09-02 1983-09-02 Outer wall construction of concrete structure

Country Status (1)

Country Link
JP (1) JPS6055152A (en)

Also Published As

Publication number Publication date
JPH0132344B2 (en) 1989-06-30

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