JPH035548A - Concrete wall building method and concrete wall device and concrete wall body thereof - Google Patents

Concrete wall building method and concrete wall device and concrete wall body thereof

Info

Publication number
JPH035548A
JPH035548A JP1138018A JP13801889A JPH035548A JP H035548 A JPH035548 A JP H035548A JP 1138018 A JP1138018 A JP 1138018A JP 13801889 A JP13801889 A JP 13801889A JP H035548 A JPH035548 A JP H035548A
Authority
JP
Japan
Prior art keywords
wall
concrete wall
concrete
fixed
reinforcing bars
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
JP1138018A
Other languages
Japanese (ja)
Other versions
JP2784662B2 (en
Inventor
Yutaka Morita
豊 森田
Itaru Saito
斉藤 致
Tadashi Hanaoka
花岡 忠
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.)
Hory Corp
Original Assignee
Hory 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 Hory Corp filed Critical Hory Corp
Priority to JP1138018A priority Critical patent/JP2784662B2/en
Publication of JPH035548A publication Critical patent/JPH035548A/en
Application granted granted Critical
Publication of JP2784662B2 publication Critical patent/JP2784662B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE:To facilitate a building work and to improve strength, waterproofness, and durability by a method wherein support reinforcing bars arranged in a concrete wall body in a state to be protruded from a wall surface are fixed to a wall body mounting member fixed between upper and lower beam materials. CONSTITUTION:Long wall body mounting members 1 and 1 are fixed in the building position of an outer wall made of concrete between upper and lower beam materials A and A. A concrete wall body 2 in which support reinforcing bars 3 protruded in succession from a wall surface at a specified height at proper intervals is built. The support reinforcing bars 3 are fixed to wall body mounting members 1 and 1 to build a concrete wall in a manner that a specified space is formed between the concrete wall body 2 and the wall body mounting members 1 and 1. This method sharply simplifies an after-work, filling of a space with a heat insulating material, mounting of an interior trim to the backs of the wall mounting members 1 and 1 as it is.

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壁建築工法及びコンクリート壁装
置並びにそのコンクリート壁体に係り、住宅等の小規模
建物や中規模の事務所建築での非木造建築、すなわち、
鉄骨造りの建物におけるコンクリート壁建築工法及びコ
ンクリート壁装置並びにそのコンクリート壁体に関する
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a concrete wall construction method, a concrete wall device, and its concrete wall body, and is suitable for use in non-wooden construction in small-scale buildings such as residences and medium-sized office buildings. architecture, i.e.
This article relates to concrete wall construction methods, concrete wall devices, and concrete wall bodies for steel frame buildings.

(従来の技術) 従来、この種の比較的小規模の非木造建築においては、
梁材である上下のH型鋼の間に長尺状の鉄製取付部材を
複数溶接し、この取付部材表面間に金属網を架設して、
その上にモルタルを塗布して壁を建築したり、或いは、
表面にジヨイント金具が埋設されたパネル状のプレキャ
ストコンクリート壁体を形成し、このコンクリート壁体
のジヨイント金具をH型鋼に直付してコンクリート壁を
建築するものであった。
(Prior art) Conventionally, in this type of relatively small-scale non-wooden construction,
A plurality of long iron mounting members are welded between the upper and lower H-beam beams, and a metal mesh is erected between the surfaces of these mounting members.
Apply mortar on top of it and build a wall, or
A concrete wall was constructed by forming a panel-shaped precast concrete wall with joint fittings embedded in its surface, and attaching the joint fittings of this concrete wall directly to H-shaped steel.

(発明が解決しようとする問題点) しかしながら、この従来の壁の建築工法によれば、例え
ば、モルタル壁の場合は安価にて形状も自在に建築でき
る利点はあるものの、モルタルであるために耐久性に劣
り、ひび割れ、汚れが多くその建築作業は在来の熟練工
に依存しなければならない等の欠点があった。
(Problems to be Solved by the Invention) However, according to this conventional wall construction method, for example, although mortar walls have the advantage of being inexpensive and can be constructed in any shape, they are durable because they are made of mortar. It had disadvantages such as poor quality, many cracks and stains, and the construction work had to be done by skilled local workers.

また、プレキャストコンクリート壁体の直付による建築
工法の場合も、工期が短くてすみ、防水性、耐久性、強
度に優れているという利点があるものの、これに使用さ
れるプレキャストコンクリート壁体そのものが厚味があ
って重く、その運搬が大変で、また、これがために建築
作業も困難である等の欠点があった。
Additionally, construction methods that involve direct attachment of precast concrete walls have the advantage of short construction times and superior waterproofness, durability, and strength; however, the precast concrete walls themselves are It is thick and heavy, making it difficult to transport, and this also makes construction work difficult.

そこで本発明は、従来存した叙上の欠点を解消すべく創
出されたものであり、防水性、耐久性、強度に優れると
共に建築作業も容易で安価にて建築できるコンクリート
壁建築工法及びコンクリート壁装置並びにそのコンクリ
ート壁体を提供することを目的とする。
Therefore, the present invention was created in order to eliminate the above-mentioned drawbacks that existed in the past, and provides a concrete wall construction method and a concrete wall that are excellent in waterproofness, durability, and strength, and can be constructed easily and inexpensively. The purpose of this invention is to provide a device and its concrete wall.

(課題を解決するための手段) このため、本発明は、コンクリート製外壁建築位置にて
、コンクリート壁体を取付けるための上下の梁材の間に
、長尺状の壁体取付部材を固定する一方、適宜間隔で一
定の高さに連続して壁面から突出する支持鉄筋が設けら
れたコンクリート壁体を形成し、前記壁体取付部材に、
この支持鉄筋を固定することで、コンクリート壁体と壁
体取付部材との間に所定の空間を有するようにコンクリ
ート壁を建築するコンクリート壁建築工法を採用するこ
とにより、 また、コンクリート製外壁建築位置にて、コンクリート
壁体を取付けるための上下の梁材の間に固定された長尺
状の壁体取付部材と、この壁体取付部材に固定される支
持鉄筋を、適宜間隔で一定の高さに連続して壁面から突
出するように形成したコンクリート壁体とから成るコン
クリート壁装置を採用することにより、 更に、コンクリート壁体を取付けるための上下の梁材の
間に固定された長尺状の壁体取付部材に固定されるべく
、適宜間隔で一定の高さに連続して壁面から突出する支
持鉄筋を設けたコンクリート壁体を採用することにより
、 上述した目的を達成した。
(Means for Solving the Problem) For this reason, the present invention fixes an elongated wall mounting member between upper and lower beam members for mounting a concrete wall at a concrete external wall construction location. On the other hand, a concrete wall is formed that is provided with supporting reinforcing bars that continuously protrude from the wall surface at appropriate intervals at a constant height, and the wall mounting member is provided with:
By fixing this supporting reinforcing steel and adopting a concrete wall construction method that constructs a concrete wall so that there is a predetermined space between the concrete wall and the wall mounting member, The long wall-mounting member fixed between the upper and lower beams for attaching the concrete wall, and the supporting reinforcing bars fixed to this wall-mounting member are installed at appropriate intervals at a certain height. By adopting a concrete wall device consisting of a concrete wall that is formed so as to continuously protrude from the wall surface, we also have a long concrete wall that is fixed between the upper and lower beams for attaching the concrete wall. The above objective was achieved by using a concrete wall with support reinforcing bars that continuously protrude from the wall surface at appropriate intervals and at a constant height so as to be fixed to the wall mounting members.

(作用) しかして、本発明のコンクリート壁建築工法にあっては
、コンクリート製外壁建築位置にて、コンクリート壁体
を取付けるための上下の梁材の間に、長尺状の壁体取付
部材を固定する一方、適宜間隔で一定の高さに連続して
壁面から突出する支持鉄筋が設けられたコンクリート壁
体を形成し、前記壁体取付部材に、この支持鉄筋を固定
すると、コンクリート壁体と壁体取付部材との間に所定
の空間を有するようにコンクリート壁が建築されて、そ
の空間に断熱材を充填することができ、壁体取付部材背
面にはそのまま適宜内装材が直接取付施工可能となる。
(Function) According to the concrete wall construction method of the present invention, a long wall mounting member is installed between the upper and lower beams for attaching the concrete wall at the concrete exterior wall construction position. On the other hand, if a concrete wall is formed with supporting reinforcing bars that continuously protrude from the wall surface at appropriate intervals at a constant height, and the supporting reinforcing bars are fixed to the wall mounting member, the concrete wall and A concrete wall is constructed to have a predetermined space between it and the wall mounting member, and that space can be filled with insulation material, and interior materials can be directly attached to the back of the wall mounting member as appropriate. becomes.

また、コンクリート壁装置にあっては、コンクリート製
外壁建築位置にて、コンクリート壁体を取付けるための
上下の梁材の間に固定された長尺状の壁体取付部材に、
適宜間隔で一定の高さに連続して壁面から突出するよう
に形成されたコンクリート壁体の支持鉄筋が固定されて
、コンクリート壁体と壁体取付部材との間に所定の空間
を有するようにコンクリート壁が建築される。
In addition, in the case of concrete wall equipment, at the concrete external wall construction position, a long wall mounting member fixed between the upper and lower beams for attaching the concrete wall,
The support reinforcing bars of the concrete wall that are formed to continuously protrude from the wall surface at a certain height at appropriate intervals are fixed so that there is a predetermined space between the concrete wall and the wall mounting member. A concrete wall is constructed.

そして、そのコンクリート壁体にあっては、コンクリー
ト壁体を取付けるための上下の梁材の間に固定された長
尺状の壁体取付部材に固定されるべく、適宜間隔で一定
の高さに連続して壁面から突出する支持鉄筋が設けられ
、同様に所定の空間を何するように壁体取付部材に固定
されると共に、この支持鉄筋により補強されて自身の厚
みが薄く形成される。
The concrete wall is then fixed at a certain height at appropriate intervals so that it can be fixed to the elongated wall mounting member fixed between the upper and lower beams for attaching the concrete wall. Support reinforcing bars are provided that continuously protrude from the wall surface, and are similarly fixed to the wall mounting member so as to fill a predetermined space, and are reinforced by the supporting reinforcing bars to reduce the thickness of the supporting reinforcing bars.

(実施例) 以下、図面を参照して本発明の詳細な説明する。(Example) Hereinafter, the present invention will be described in detail with reference to the drawings.

図において示される符号1は、後述するコンクリート壁
体2を取付けるための壁体取付部材1であり、鉄板にて
横断面路コ字形を呈する長尺状に成形されて成る。
Reference numeral 1 shown in the figure is a wall mounting member 1 for mounting a concrete wall 2, which will be described later, and is formed from an iron plate into an elongated shape having a U-shaped cross section.

そして、この壁体取付部材1は、断面路コ字形の開放端
側を外側にして、コンクリート壁体2を取付けるための
、例えば図示する如くH型鋼等の上下の梁材Aの間に、
一定の間隔で複数溶接して固定されている。
The wall mounting member 1 is placed between the upper and lower beam members A, such as H-beam steel, as shown in the figure, for attaching the concrete wall 2, with the open end side of the U-shaped cross section facing outward.
They are fixed by welding multiple pieces at regular intervals.

一方、この壁体取付部材1に固定されて外壁として建築
されるコンクリート壁体2は、厚さ約5〜6(至)のプ
レキャストコンクリート板にて形成されており、その壁
面から、適宜間隔で一定の高さに連続して突出する支持
鉄筋3が設けられている。
On the other hand, the concrete wall 2, which is fixed to the wall mounting member 1 and constructed as an external wall, is formed of a precast concrete plate with a thickness of about 5 to 6 (up to), and is installed at appropriate intervals from the wall surface. Support reinforcing bars 3 are provided that continuously protrude at a constant height.

すなわち、図示する如く、この支持鉄筋3は、側面略波
形に折曲された波形材3aと、波形材3aの突出部に固
定されてコンクリート壁体2内に埋設固定された棒状の
埋設弦材3bとから、或いは、第5図乃至第8図に示さ
れるように、波形材3aと埋設弦材3bと波形材3aの
他方の突出部に固定された露出弦材3Cとから構成され
ている。
That is, as shown in the figure, the support reinforcing bars 3 include a corrugated member 3a whose side surface is bent into a substantially corrugated shape, and a bar-shaped buried chord member fixed to a protrusion of the corrugated member 3a and embedded and fixed within the concrete wall body 2. 3b, or, as shown in FIGS. 5 to 8, it is composed of a corrugated member 3a, an embedded chord member 3b, and an exposed chord member 3C fixed to the other protrusion of the corrugated member 3a. .

そして、この支持鉄筋3は、第3図に示゛す如く、平面
路ハ字状となるよう相互に傾斜した2つを一組にしてコ
ンクリート壁体2に数組埋設されて成り、上下の梁材A
間に固定された前記壁体取付部材1の断面路コ字形の開
放端を稍外側に折曲した内側に、波形材3aの露出した
突出部が直接溶接されて固定されている。
As shown in Fig. 3, the supporting reinforcing bars 3 are made up of several sets of two mutually inclined bars buried in the concrete wall 2 so as to form a V-shape on the planar road. Beam material A
The exposed protrusion of the corrugated material 3a is directly welded and fixed to the inner side of the wall mounting member 1 which is fixed in between, with the open end of the U-shaped cross section bent slightly outward.

従って、このように2つの支持鉄筋3を、平面略ハ字状
に傾斜させてコンクリート壁体2に埋設固定することで
、コンクリート壁体2自身の強度が補強されると共に、
支持鉄筋3を壁体取付部材1に固定することでのコンク
リート壁体2の取付状態が風圧に対しても極めて強固な
ものとなる。
Therefore, by embedding and fixing the two supporting reinforcing bars 3 in the concrete wall 2 in a substantially V-shaped plane, the strength of the concrete wall 2 itself is reinforced, and
By fixing the support reinforcing bars 3 to the wall attachment member 1, the attached state of the concrete wall 2 becomes extremely strong even against wind pressure.

しかも、支持鉄筋3の波形材3aによる壁体取付部材1
及び埋設弦材3bとの固定箇所が一定の間隔で多数に成
るから、支持鉄筋3がコンクリート壁体2及び壁体取付
部材1と強固に固定される。
Moreover, the wall mounting member 1 is made of the corrugated material 3a of the support reinforcing bar 3.
Since there are a large number of fixing points to the buried chord members 3b at regular intervals, the supporting reinforcing bars 3 are firmly fixed to the concrete wall 2 and the wall mounting member 1.

そして、支持鉄筋3及び壁体取付部材1の形状、構成、
取付状態等は、これに限らず種々選択できることは勿論
である。
The shape and configuration of the support reinforcing bars 3 and the wall mounting member 1,
Of course, the mounting state and the like are not limited to this, and various choices can be made.

すなわち、第4図に示す如く、断面路コ字形の壁体取付
部材1の開放端を略く字状に折曲して、その外側に、平
面略ハ字状に傾斜した一組の支持鉄筋3の波形材3aの
露出した突出部を夫々溶接して固定したり、第5図に示
す如く、断面路コ字形の壁体取付部材1の開放端の内側
に、平面略ハ字状に傾斜して突出部間に棒状の露出弦材
3Cが固定された一組の支持鉄筋3の波形材3a夫々を
溶接して固定したり、第6図に示す如く、平面略ハ字状
に傾斜した一組の支持鉄筋3波形材3aの露出した突出
部夫々に露出弦材3Cを固定し、この露出弦材3Cを略
被覆するように壁体取付部材1の開放端末々を内側から
外側にカシメ加工して固定したり、第7図に示す如く、
平面略ハ字状に傾斜した一組の支持鉄筋3波形材3aの
露出した突出部夫々に露出弦材3Cが相互に接するよう
に固定し、この波形材3a突出部の外側に壁体取付部材
1の両開放端を夫々溶接して固定したり、第8図に示す
如く、平面略ハ字状に傾斜した一組の支持鉄筋3波形材
3aの露出した突出部夫々に露出弦材3cを相互に近接
して固定し、壁体取付部材1の開放端をこの近接した露
出弦材3c相互間の内側から外側に被覆するようにカシ
メ加工して固定したりすることもできる。
That is, as shown in FIG. 4, the open end of the wall mounting member 1, which has a U-shaped cross section, is bent into a substantially doglegged shape, and a set of support reinforcing bars inclined in a planar shape substantially in a doglegged shape are attached to the outside of the open end. The exposed protrusions of the corrugated members 3a of No. 3 are welded and fixed, respectively, or as shown in FIG. Then, the corrugated members 3a of a set of supporting reinforcing bars 3, each having a rod-shaped exposed chord member 3C fixed between the protruding parts, are welded and fixed, or as shown in FIG. An exposed chord material 3C is fixed to each exposed protrusion of the corrugated material 3a of a set of support reinforcing bars 3, and the open ends of the wall mounting member 1 are caulked from the inside to the outside so as to substantially cover the exposed chord material 3C. Processing and fixing, as shown in Figure 7,
The exposed chord members 3C are fixed to the exposed protrusions of the corrugated members 3a of a set of support reinforcing bars 3 that are inclined in a substantially V-shaped plane so as to touch each other, and a wall mounting member is attached to the outside of the protrusions of the corrugated members 3a. As shown in FIG. 8, exposed chord members 3c are attached to the exposed protrusions of the corrugated members 3a of a set of support reinforcing bars 3 that are inclined in a substantially V-shape in plan view. It is also possible to fix them close to each other and swage the open end of the wall mounting member 1 so as to cover the adjacent exposed chord members 3c from the inside to the outside.

そして、このようにして、コンクリート壁体2に設けら
れた支持鉄筋3を上下の梁材A間に固定された壁体取付
部材1に固定することで、コンクリート壁体2が建築さ
れる。
In this way, the concrete wall 2 is constructed by fixing the supporting reinforcing bars 3 provided on the concrete wall 2 to the wall attachment members 1 fixed between the upper and lower beams A.

尚、第2図に示される符号4は、支持鉄筋3により形成
される壁体取付部材1とコンクリート壁体2との間の所
要空間に充填されるロックウール等の断熱材であり、符
号5は、壁体取付部材1に取付けられた石膏ボード、合
板等から構成される装材である。
Note that the reference numeral 4 shown in FIG. 2 is a heat insulating material such as rock wool that is filled in the required space between the wall mounting member 1 formed by the supporting reinforcing bars 3 and the concrete wall 2; is a covering material made of gypsum board, plywood, etc. attached to the wall mounting member 1.

次に、本発明に係るコンクリート壁建築工法について説
明する。
Next, a concrete wall construction method according to the present invention will be explained.

先ず、建築物のコンクリート製外壁構築位置にて、コン
クリート壁体2を取付けるための上下の梁材Aの間に、
平断面路コ字形を呈する長尺状に形成された壁体取付部
材1を、開放端側を外側にして一定の間隔で複数溶接し
て固定する。一方、適宜間隔で一定の高さに連続して壁
面から突出する支持鉄筋3が設けられたプレキャストコ
ンクリート壁体2を形成しておく。そして、梁材A間に
固定された壁体取付部材1に、この支持鉄筋3を溶接等
で固定することで、コンクリート壁体2と壁体取付部材
1との間に所定の空間を有するようにコンクリート壁体
2を建築する。
First, at the construction location of the concrete external wall of the building, between the upper and lower beams A for attaching the concrete wall 2,
A plurality of elongated wall mounting members 1 having a U-shaped planar cross section are welded and fixed at regular intervals with the open end side facing outward. On the other hand, a precast concrete wall body 2 is formed which is provided with supporting reinforcing bars 3 that continuously protrude from the wall surface at appropriate intervals at a constant height. Then, by fixing the supporting reinforcing bars 3 to the wall mounting member 1 fixed between the beams A by welding or the like, a predetermined space is created between the concrete wall 2 and the wall mounting member 1. Build concrete wall 2.

次に、この空間に所定の断熱材4を充填し、その後内装
材5を壁体取付部材1背面に適宜針等にて取付けるもの
である。
Next, this space is filled with a predetermined heat insulating material 4, and then the interior material 5 is attached to the back surface of the wall mounting member 1 with appropriate needles or the like.

(発明の効果) 従って、本発明は、コンクリート製外壁建築位置にて、
コンクリート壁体2を取付けるための上下の梁材の間に
、長尺状の壁体取付部材1を固定する一方、適宜間隔で
一定の高さに連続して壁面から突出する支持鉄筋3が設
けられたコンクリート壁体2を形成し、前記壁体取付部
材1に、この支持鉄筋3を固定することで、コンクリー
ト壁体2と壁体取付部材1との間に所定の空間を有する
ようにコンクリート壁を建築することにより、適宜間隔
で一定の高さに連続して壁面から突出する支持鉄筋3を
壁体取付部材1に固定するだけの簡単な作業で、強固に
コンクリート壁体2を取付け・ることかできる。
(Effect of the invention) Therefore, the present invention provides the following advantages:
A long wall mounting member 1 is fixed between the upper and lower beams for mounting the concrete wall 2, and supporting reinforcing bars 3 are provided that continuously protrude from the wall surface at a constant height at appropriate intervals. By forming a concrete wall 2 and fixing the support reinforcing bars 3 to the wall mounting member 1, the concrete wall 2 is formed such that a predetermined space is provided between the concrete wall 2 and the wall mounting member 1. By constructing a wall, the concrete wall 2 can be firmly attached by simply fixing the supporting reinforcing bars 3, which continuously protrude from the wall at appropriate intervals and at a constant height, to the wall mounting member 1. I can do that.

しかも、コンクリート壁体2は、支持鉄筋3による所定
の空間を有するように取付けられるため、その空間に断
熱材4を充填することができ、断熱性に優れたコンクリ
ート壁を建築できる。
Furthermore, since the concrete wall body 2 is installed with a predetermined space provided by the supporting reinforcing bars 3, the space can be filled with the heat insulating material 4, and a concrete wall with excellent heat insulation properties can be constructed.

そして、壁体取付部材1背面にはそのまま適宜内装材5
が直接取付施工可能であり、室内側の内装工事を大幅に
簡略化できる。
Then, the interior material 5 is placed on the back of the wall mounting member 1 as appropriate.
can be installed directly, which greatly simplifies indoor interior work.

このため、そのコンクリート壁装置は、コンクリート製
外壁建築位置にて、コンクリート壁体2を取付けるため
の上下の梁材Aの間に固定された長尺状の壁体取付部材
1と、この壁体取付部材1に固定される支持鉄筋3を、
適宜間隔で一定の高さに連続して壁面から突出するよう
に形成したコンクリート壁体2とから成るから、前述の
如く、支持鉄筋3による所定の空間に断熱材4を充填し
て断熱性に優れたコンクリート壁を建築できると共に、
壁体取付部材1にコンクリート壁体2の支持鉄筋3が固
定されてコンクリート壁が強固に建築でき、しかもコン
クリート壁体2自身が支持鉄筋3により補強されるので
コンクリート壁体2はその厚みが5〜8cm低度に薄く
形成することができる。従って、従来の梁材Aに直付け
されるジヨイント金具が埋設されたプレキャストコンク
リート壁体に比較して、運搬及びその取扱いが極めて容
易となり、吊り込み、建て入れ等のコンクリート壁建築
作業が容易となり、しかも防水性、耐久性、強度に優れ
たコンクリート壁装置となる。
For this reason, the concrete wall device consists of a long wall mounting member 1 fixed between upper and lower beams A for mounting the concrete wall 2, and the wall The supporting reinforcing bars 3 fixed to the mounting member 1 are
Since the concrete wall body 2 is formed to continuously protrude from the wall surface at a certain height at appropriate intervals, as mentioned above, a heat insulating material 4 is filled in a predetermined space formed by the support reinforcing bars 3 to improve heat insulation. In addition to being able to build excellent concrete walls,
The supporting reinforcing bars 3 of the concrete wall 2 are fixed to the wall mounting member 1, so that the concrete wall can be built strongly.Moreover, since the concrete wall 2 itself is reinforced by the supporting reinforcing bars 3, the thickness of the concrete wall 2 is 5. It can be formed as thin as ~8 cm. Therefore, compared to the conventional precast concrete wall with embedded joint fittings that are directly attached to beam material A, transportation and handling are extremely easy, and concrete wall construction work such as hanging and erection is easier. Moreover, it becomes a concrete wall device with excellent waterproofness, durability, and strength.

そして、そのコンクリート壁体は、コンクリート壁体2
を取付けるための上下の梁材Aの間に固定された長尺状
の壁体取付部材1に固定されるべく、適宜間隔で一定の
高さに連続して壁面から突出する支持鉄筋3を設けたか
ら、この支持鉄筋3により補強されるためにその厚みを
薄く形成できて、取扱が容易で作業性に優れたものとな
り、しかも、前述した如く、この支持鉄筋3により、所
定の空間を有するように壁体取付部材1に固定すること
ができるから、その空間に断熱材4を充填して断熱性に
優れたコンクリート壁を極めて簡単に建築できる。
And that concrete wall is concrete wall 2
In order to be fixed to the elongated wall mounting member 1 fixed between the upper and lower beam members A for mounting, support reinforcing bars 3 are provided that continuously protrude from the wall surface at a constant height at appropriate intervals. Therefore, since it is reinforced by the supporting reinforcing bars 3, its thickness can be reduced, making it easy to handle and having excellent workability.Moreover, as mentioned above, the supporting reinforcing bars 3 make it possible to have a predetermined space. Since it can be fixed to the wall mounting member 1 at the same time, the space can be filled with the heat insulating material 4 and a concrete wall with excellent heat insulation properties can be constructed extremely easily.

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

図面は本発明の実施例を示し、第1図はコンクリート壁
体を取付ける施工途中での斜視図、第2図は使用状態に
おける縦断側面図、第3図は同じく要部横断面図、第4
図乃至第8図は夫々他の実施例における使用状態での要
部横断面図である。 A・・・梁材、1・・・壁体取付部材、2・・・コンク
リート壁体、3・・・支持鉄筋、3a・・・波形材、3
b・・・埋設弦材、3C・・・露出弦材、4・・・断熱
材、5・・・内装材。
The drawings show an embodiment of the present invention, in which Fig. 1 is a perspective view of a concrete wall in the middle of construction, Fig. 2 is a vertical side view in use, Fig. 3 is a cross-sectional view of the main part, and Fig. 4 is a cross-sectional view of the main part.
8 through 8 are cross-sectional views of essential parts of other embodiments in use. A...Beam material, 1...Wall mounting member, 2...Concrete wall, 3...Support reinforcing bar, 3a...Corrugated material, 3
b...Buried string material, 3C...Exposed string material, 4...Insulation material, 5...Interior material.

Claims (1)

【特許請求の範囲】 1、コンクリート製外壁建築位置にて、コンクリート壁
体を取付けるための上下の梁材の間に、長尺状の壁体取
付部材を固定する一方、適宜間隔で一定の高さに連続し
て壁面から突出する支持鉄筋が設けられたコンクリート
壁体を形成し、前記壁体取付部材に、この支持鉄筋を固
定することで、コンクリート壁体と壁体取付部材との間
に所定の空間を有するようにコンクリート壁を建築する
ことを特徴とするコンクリート壁建築工法。 2、コンクリート製外壁建築位置にて、コンクリート壁
体を取付けるための上下の梁材の間に固定された長尺状
の壁体取付部材と、この壁体取付部材に固定される支持
鉄筋を、適宜間隔で一定の高さに連続して壁面から突出
するように形成したコンクリート壁体とから成ることを
特徴とするコンクリート壁装置。 3、コンクリート壁体を取付けるための上下の梁材の間
に固定された長尺状の壁体取付部材に固定されるべく、
適宜間隔で一定の高さに連続して壁面から突出する支持
鉄筋を設けたことを特徴とするコンクリート壁体。
[Scope of Claims] 1. At the concrete exterior wall construction location, a long wall mounting member is fixed between the upper and lower beams for mounting the concrete wall, and at a certain height at appropriate intervals. By forming a concrete wall provided with supporting reinforcing bars that continuously protrude from the wall surface, and fixing the supporting reinforcing bars to the wall mounting member, there is a gap between the concrete wall and the wall mounting member. A concrete wall construction method characterized by constructing a concrete wall to have a predetermined space. 2. At the concrete exterior wall construction position, a long wall mounting member fixed between the upper and lower beams for mounting the concrete wall, and supporting reinforcing bars fixed to this wall mounting member, 1. A concrete wall device comprising: a concrete wall body formed to continuously protrude from a wall surface at a constant height at appropriate intervals. 3. To be fixed to the long wall mounting member fixed between the upper and lower beams for mounting the concrete wall,
A concrete wall body characterized by having support reinforcing bars that continuously protrude from the wall surface at a constant height at appropriate intervals.
JP1138018A 1989-05-31 1989-05-31 Concrete wall construction method, concrete wall device, and concrete wall body Expired - Lifetime JP2784662B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1138018A JP2784662B2 (en) 1989-05-31 1989-05-31 Concrete wall construction method, concrete wall device, and concrete wall body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1138018A JP2784662B2 (en) 1989-05-31 1989-05-31 Concrete wall construction method, concrete wall device, and concrete wall body

Publications (2)

Publication Number Publication Date
JPH035548A true JPH035548A (en) 1991-01-11
JP2784662B2 JP2784662B2 (en) 1998-08-06

Family

ID=15212133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1138018A Expired - Lifetime JP2784662B2 (en) 1989-05-31 1989-05-31 Concrete wall construction method, concrete wall device, and concrete wall body

Country Status (1)

Country Link
JP (1) JP2784662B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4953949A (en) * 1984-12-17 1990-09-04 U.S. Philips Corporation Device for forming a picture
CN104594522A (en) * 2014-11-28 2015-05-06 中民筑友有限公司 Prefabricated side fascia and production method thereof and fabricated outer wall system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4953949A (en) * 1984-12-17 1990-09-04 U.S. Philips Corporation Device for forming a picture
CN104594522A (en) * 2014-11-28 2015-05-06 中民筑友有限公司 Prefabricated side fascia and production method thereof and fabricated outer wall system

Also Published As

Publication number Publication date
JP2784662B2 (en) 1998-08-06

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