JPH0739700B2 - Insulated wall structure - Google Patents

Insulated wall structure

Info

Publication number
JPH0739700B2
JPH0739700B2 JP14344989A JP14344989A JPH0739700B2 JP H0739700 B2 JPH0739700 B2 JP H0739700B2 JP 14344989 A JP14344989 A JP 14344989A JP 14344989 A JP14344989 A JP 14344989A JP H0739700 B2 JPH0739700 B2 JP H0739700B2
Authority
JP
Japan
Prior art keywords
panel
floor
heat insulating
wire mesh
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 - Lifetime
Application number
JP14344989A
Other languages
Japanese (ja)
Other versions
JPH038950A (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 JP14344989A priority Critical patent/JPH0739700B2/en
Publication of JPH038950A publication Critical patent/JPH038950A/en
Publication of JPH0739700B2 publication Critical patent/JPH0739700B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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差が大きく地震の多い国に適
した断熱壁式構造に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a heat insulating wall structure suitable for a country such as Japan, which has a large difference in temperature and temperature and a large number of earthquakes, with excellent heat insulating properties and extremely high structural strength. It is a thing.

〔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を構成してな
る建物が既に行われている。
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.

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。
The applicant has also filed several inventions relating to this type of building.

〔発明が解決しようとする課題〕 しかし、従来のこの種の建物は、強度的にいま一つ不安
な点がある為、地震の比較的少ない国では問題ないが、
我が国のような地震国では必ずしも安全な建物とは言え
ない。
[Problems to be Solved by the Invention] However, since this type of conventional building has another uncertain point in terms of strength, there is no problem in a country with relatively few earthquakes,
It is not always a safe building in an earthquake-prone country like Japan.

又、床の施工に際し、床の下面部(天井側)を吹き付け
工法によってモルタルやコンクリートを打設するが、上
向き状態での吹き付けである為、施工性が極めて悪いだ
けでなく、設計通りの強度を期待できるとは言えない。
Also, when the floor is constructed, the bottom surface (ceiling side) of the floor is sprayed with mortar or concrete, but since it is sprayed upwards, the workability is extremely poor and the strength is as designed. I can't say that I can expect.

この発明はこのような前記従来の問題点を解消する為に
提案されたもので、断熱効果が極めて良く、しかも構造
強度も高く、我が国のような地震国でも充分適応できる
断熱壁式構造物を提供することを目的とするものであ
る。
The present invention has been proposed in order to solve the above-mentioned conventional problems, and provides a heat insulating wall type structure having a very good heat insulating effect and high structural strength, which can be sufficiently applied even in an earthquake country such as Japan. It is intended to be provided.

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

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差が大きく地震の多い国に適
した断熱壁式構造に関するもので一定間隔離して平行に
設置した金網パネルを複数本のラチス材で連結してなる
立体金網パネルと、立体金網パネルの金網パネルの略中
央部に矩形板状の断熱パネルを配置してなる断熱材付立
体金網パネルと、断熱材付立体金網パネルの片側の金網
パネルに複数本の補強鉄筋を配筋しその一側にPCパネル
を断熱パネルと一体的に形成してなる半PC床パネルとか
ら構成した断熱壁式構造であって、 外壁を前記断熱材付立体パネルの両側にコンクリート若
しくはモルタルを吹き付けることにより構成し、 内壁を前記断熱材付立体金網パネルを建て付け、その両
側にコンクリート若しくはモルタルを吹き付けることに
より構成すると共に、 各階の床を半PC床パネルの上側に添えて立体金網パネル
を重ねて敷設し、その上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構成することにより前記目的
を達成するものである。
The present invention relates to a heat insulating wall type structure having good heat insulating property and extremely high structural strength, which is suitable for a country like Japan that has a large difference in temperature and temperature and has many earthquakes. Three-dimensional wire netting panel connected by two lattices, a three-dimensional wire netting panel with a heat insulating material in which a rectangular plate-like heat insulating panel is arranged in the approximate center of the wire netting panel of the three-dimensional wire netting panel, and a three-dimensional wire netting panel with a heat insulating material. It is a heat insulation wall type structure consisting of a half-PC floor panel formed by arranging multiple reinforcing reinforcing bars on one side of the wire mesh panel and forming a PC panel integrally with the heat insulation panel on one side of it. It is constructed by spraying concrete or mortar on both sides of the heat insulating material three-dimensional panel, and the inner wall is built with the heat insulating material three-dimensional wire mesh panel, and concrete or mortar is sprayed on both sides thereof. In addition to the above, the floor of each floor is attached to the upper side of the half-PC floor panel, the three-dimensional wire mesh panel is laid and laid, and concrete or mortar is sprayed on it to achieve the above object. .

〔実施例〕〔Example〕

以下、この発明を図示する一実施例に基づいて説明す
る。
Hereinafter, the present invention will be described based on an illustrated embodiment.

この発明に係る断熱壁式構造には、第1〜3図に図示す
るような立体金網パネル1と、第4図〜第6図に図示す
るような断熱材付立体金網パネル2と、第7図及び第8
図に図示するような半PC床パネル3が使用されている。
The heat insulating wall type structure according to the present invention includes a three-dimensional wire mesh panel 1 as shown in FIGS. 1 to 3, a three-dimensional wire mesh panel 2 with a heat insulating material as shown in FIGS. 4 to 6, and a seventh wire mesh panel. Figure and 8
A semi-PC floor panel 3 as shown in the figure is used.

立体金網パネル1は格子形若しくは菱目形の網目状をし
た二枚の金網パネル4,4を一定間隔離して平行に設置す
ると共に、この二枚の金網パネル4,4を鉄線等からなる
複数本のラチス材5,…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。
The three-dimensional wire netting panel 1 has two wire netting panels 4 and 4 in the form of a lattice or a rhombus, which are installed in parallel with a certain distance between them, and the two wire netting panels 4 and 4 are made of iron wire or the like. It is formed into a rectangular plate shape having a predetermined thickness by integrally connecting the book lattice members 5, ....

又、断熱材付立体金網パネル2は立体金網パネル1の略
中央部にウレタン等からなる矩形板状の断熱パネル6を
配置することにより構成されている。
The three-dimensional wire mesh panel 2 with a heat insulating material is formed by disposing a rectangular plate-shaped heat insulating panel 6 made of urethane or the like at a substantially central portion of the three-dimensional wire mesh panel 1.

更に、半PC床パネル3は断熱材付立体金網パネル2の断
熱パネル6の一側の金網パネルに複数本の補強鉄筋7,…
を一定間隔おきに配筋すると共に、その外側にその全面
にわたって一定厚のPCパネル8を断熱パネル6と一体的
に形成することにより構成されている。
Further, the semi-PC floor panel 3 has a plurality of reinforcing reinforcing bars 7, ... on the wire mesh panel on one side of the heat insulating panel 6 of the three-dimensional wire mesh panel 2 with heat insulating material.
Are arranged at regular intervals, and a PC panel 8 having a constant thickness is formed integrally with the heat insulating panel 6 on the entire outer surface thereof.

前記PCパネル8は断熱パネル6の一側にその全面にわた
ってモルタル若しくはコンクリートを補強鉄筋7,…及び
断熱パネル6の表面より突出した立体金網パネル1の片
側部が完全に埋まるまで打設すると共に、その表面を平
坦にすることにより形成され、一階等外気に接する床に
適用する場合には、当該PCパネル8の表面にはエポキシ
系のコーティング材等の防水材を塗着することにより表
面の防水処理が施されている。
The PC panel 8 is laid on one side of the heat insulating panel 6 with mortar or concrete over the entire surface thereof until reinforcement bars 7, ... and one side of the three-dimensional wire mesh panel 1 protruding from the surface of the heat insulating panel 6 are completely filled. When it is formed by flattening the surface and is applied to the floor such as the first floor that is in contact with the outside air, the surface of the PC panel 8 is coated with a waterproof material such as an epoxy-based coating material. It is waterproofed.

又、補強鉄筋7,…の両端部は半PCパネル3の端部より一
定長さ突出し、当該半PC床パネル3端部の継手部になっ
ている。
Further, both ends of the reinforcing reinforcing bars 7, ... Project from the end of the half PC panel 3 by a certain length to form a joint portion of the end of the half PC floor panel 3.

尚、立体金網パネル1の金網パネル4,4の網目のピッチ
及び鉄線径、補強鉄筋7の径、ピッチ並びにPCパネル8
の厚さは構築しようとする建物の規模に応じて適宜決め
られるものである。
In addition, the pitch and iron wire diameter of the wire mesh panels 4 and 4 of the three-dimensional wire mesh panel 1, the diameter and pitch of the reinforcing bar 7, and the PC panel 8
The thickness of the is determined appropriately according to the scale of the building to be constructed.

続いて、この発明に係る構造物の外壁、内壁及び各階の
床の構造を順を追って説明する。
Next, the structure of the outer wall, the inner wall, and the floor of each floor of the structure according to the present invention will be described in order.

図中、符号Aは布基礎である。In the figure, symbol A is a cloth foundation.

布基礎Aは根切り底の捨てコンクリートの上に断熱材付
立体金網パネル2とその内側に添え付けて立体金網パネ
ル1をそれぞれ建て付け、その両側にコンクリート若し
くはモルタル9を立体金網パネル1及び断熱材付立体金
網パネル2がコンクリート若しくはモルタル中に完全に
埋まるまで吹き付けることにより所定の高さ及び厚さに
構成されている。
The cloth foundation A is a three-dimensional wire netting panel 2 with a heat insulating material and a three-dimensional wire netting panel 1 attached to the inside of the three-dimensional wire netting panel 1 and heat insulating material on the both sides of the three-dimensional wire netting panel 1 and the heat insulating material. The three-dimensional wire mesh panel 2 with a material is sprayed until it is completely embedded in concrete or mortar to have a predetermined height and thickness.

尚、布基礎Aの厚みを増して耐震性を高めたい場合に
は、立体金網パネル1を2乃至3枚重ねて設置するもの
とする。
In addition, when it is desired to increase the thickness of the cloth foundation A to enhance the earthquake resistance, two to three three-dimensional wire mesh panels 1 are stacked and installed.

布基礎Aの上端部にはその長手方向に添って複数本の連
結鉄筋10,…が、2列乃至3列一定間隔おきに配筋され
ている。
A plurality of connecting reinforcing bars 10, ... Are arranged along the longitudinal direction of the upper end of the cloth foundation A at regular intervals of two to three rows.

連結鉄筋10,…の径、配筋量及び配筋間隔は建物の規模
等を検討して決めるものとする。
The diameter of reinforcing bars 10, ..., Rebar volume and rebar spacing shall be decided by considering the scale of the building.

このように構成された布基礎Aの上に一階の外壁B及び
内壁Cがそれぞれ構成されている。
The outer wall B and the inner wall C on the first floor are respectively formed on the cloth foundation A having the above structure.

一階の外壁Bは布基礎Aの上端にその室外側より断熱材
付立体金網パネル2、その内側に添え付けて立体金網パ
ネル1をそれぞれ建て付け、当該断熱材付立体金網パネ
ル2及び立体金網パネル1の中に連結鉄筋10,…を充分
な定着長さを確保できるよう所定長さ挿入し、必要によ
り断熱材付立体金網パネル2及び立体金網パネル1と連
結鉄筋10,…を一体的に溶接し、続いて当該断熱材付立
体金網パネル2の室外側と室内側の両側にコンクリート
若しくはモルタル9を断熱パネル6及び立体金網パネル
1が完全に埋まるまで吹きつけることにより所定の厚さ
に構成されている。
The outer wall B of the first floor is a three-dimensional wire netting panel 2 with a heat insulating material, and a three-dimensional wire netting panel 1 is attached to the inside from the outside of the room at the upper end of the cloth foundation A. Inserting the connecting rebars 10, ... Into the panel 1 a predetermined length so as to secure a sufficient fixing length, and if necessary, the three-dimensional wire netting panel 2 with heat insulating material and the three-dimensional wire netting panel 1 and the connecting rebars 10 ,. Welded and subsequently sprayed concrete or mortar 9 on both the outside and the inside of the three-dimensional wire netting panel 2 with heat insulating material until the heat insulating panel 6 and the three-dimensional wire netting panel 1 are completely filled up to a predetermined thickness. Has been done.

又、一階の内壁Cは布基礎A上端の略中央部に断熱材付
立体金網パネル2を建て付けると共に、連結鉄筋10,…
を断熱材付立体金網パネル2の中に充分な定着長さを確
保できるように所定長さ挿入し、必要により当該断熱材
付立体金網パネル2を連結鉄筋10,…に一体的に溶接
し、続いて断熱パネル6の両側にコンクリート若しくは
モルタル9を断熱材付立体金網パネル2が完全に埋まる
まで吹き付けることにより所定の厚さに構成されてい
る。
In addition, the inner wall C on the first floor has a three-dimensional wire netting panel 2 with a heat insulating material installed at the substantially central portion of the upper end of the cloth foundation A, and the connecting reinforcing bars 10, ...
Is inserted into the three-dimensional wire mesh panel 2 with heat insulating material by a predetermined length so as to ensure a sufficient fixing length, and if necessary, the three-dimensional wire mesh panel 2 with heat insulating material is integrally welded to the connecting rebars 10 ,. Subsequently, concrete or mortar 9 is sprayed on both sides of the heat insulating panel 6 until the three-dimensional wire mesh panel 2 with a heat insulating material is completely filled to have a predetermined thickness.

二階以上の外壁B及び内壁Cは直下階の外壁B及び内壁
Cの真上に一階の外壁B及び内壁Cと同じ構造によって
構成されている。
The outer wall B and the inner wall C on the second floor and above are constructed by the same structure as the outer wall B and the inner wall C on the first floor directly above the outer wall B and the inner wall C on the floor directly below.

上下階の外壁B及び内壁Cの接合部には、布基礎Aと一
階の外壁B及び内壁Cとの接合部と同様に複数本の連結
鉄筋10,…が配筋され、接合部の完全一体化が図られて
いる。
At the joint between the outer wall B and the inner wall C on the upper and lower floors, as in the joint between the cloth foundation A and the outer wall B and the inner wall C on the first floor, a plurality of connecting reinforcing bars 10, ... It is being integrated.

連結鉄筋10,…は充分な定着長さを確保できるよう断熱
材付立体金網パネル2の金網パネル4に沿って所定長さ
挿入され、必要により断熱材付立体金網パネル2の金網
パネル4に一体的に溶接されている。
The connecting reinforcing bars 10, ... Are inserted into the wire mesh panel 4 of the heat insulating solid wire mesh panel 2 by a predetermined length along the wire mesh panel 4 of the heat insulating solid wire mesh panel 2 so as to secure a sufficient fixing length. Are welded together.

外壁Bの室外側面には縦横に目地を形成することによ
り、外壁Bの亀裂防止と装飾が図られている。
By forming joints vertically and horizontally on the outdoor side surface of the outer wall B, the outer wall B is prevented from being cracked and decorated.

係る場合、外壁Bの室外側部分のコンクリート若しくは
モルタル9は断熱パネル6を被覆するものである為、必
要以上に厚くする必要はない。
In this case, since the concrete or mortar 9 on the outdoor side of the outer wall B covers the heat insulating panel 6, it is not necessary to make it thicker than necessary.

したがって、外壁Bの室外側には目地を入れ、外壁の装
飾性を自由に高めることができる。
Therefore, joints can be provided on the outer side of the outer wall B to freely enhance the decorativeness of the outer wall.

一方、外壁Bの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1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、断熱材付立体金網パネル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1を建て付けて外壁Bの耐震性を高める
ものとする。
On the other hand, since the concrete or mortar sprayed on the interior side of the outer wall B forms a structure integrally with the three-dimensional wire mesh panel 1, it should be carefully constructed.
If necessary, reinforcing bars (not shown) may be arranged vertically and horizontally inside the three-dimensional wire mesh panel 2 with heat insulating material, or two to three three-dimensional wire mesh panels 1 may be installed to enhance the earthquake resistance of the outer wall B. .

一階の床Dは布基礎A,A間に複数枚の半PC床パネル3をP
Cパネル8側面を下にして架設すると共に、その上に添
え付けて複数枚の断熱材付立体金網パネル2を敷設し、
且つ布基礎Aと前記捨て半PC床パネル3周辺部との間に
連結金網11と12を設置し、且つ半PC床パネル3の上にそ
の全面に亘ってコンクリート若しくはモルタル9を断熱
材付立体金網パネル2及び連結金網11,12が完全に埋ま
るまで打設することにより所定の厚さに構成されてい
る。
The floor D on the first floor is made up of a plurality of half-PC floor panels 3 between the cloth foundations A and A.
C panel 8 is installed with the side face down, and a plurality of three-dimensional wire mesh panels 2 with heat insulating material are laid on top of it.
Moreover, connecting wire nets 11 and 12 are installed between the cloth foundation A and the peripheral part of the abandoned half-PC floor panel 3, and concrete or mortar 9 is provided over the entire surface of the half-PC floor panel 3 with a heat insulating material. The wire netting panel 2 and the connecting wire nets 11 and 12 are formed to have a predetermined thickness by placing them until they are completely filled.

連結金網12は外壁Bの立体金網パネル1と床Dの半PC床
パネル3を連結するもので、断面略L字状に形成されて
いる。
The connecting wire mesh 12 connects the three-dimensional wire mesh panel 1 of the outer wall B and the half PC floor panel 3 of the floor D, and is formed in a substantially L-shaped cross section.

そして、連結金網11は布基礎A又は内壁Cの断熱材付立
体金網パネル2と床Dの半PC床パネル3の双方に跨がっ
て設置され、必要により壁を挟んで対向する立体金網パ
ネル2,2に一体的に溶接されている。
The connecting wire mesh 11 is installed across both the three-dimensional wire mesh panel 2 with a heat insulating material on the cloth foundation A or the inner wall C and the half-PC floor panel 3 on the floor D, and if necessary, the three-dimensional wire mesh panel facing each other across the wall. It is integrally welded to 2,2.

このように布基礎Aの断熱材付立体金網パネル2と床D
の半PC床パネル3及び床Dの半PC床パネル3,3がそれぞ
れ一体的に接合されていることにより、接合部の剛性が
著しく高められる。
In this way, the three-dimensional wire mesh panel 2 with the heat insulating material of the cloth foundation A and the floor D
Since the half-PC floor panel 3 and the half-PC floor panels 3, 3 of the floor D are integrally joined, the rigidity of the joint portion is significantly increased.

尚、必要により、半PC床パネル3,3の上側に補強鉄筋
(図省略)を縦横に配筋するか若しくは半PC床パネル3
の上に断熱材付立体金網パネル2を複数枚重ねて設置し
て床厚を厚くすることにより床の剛性を大幅に高めても
良い。
In addition, if necessary, reinforcing reinforcing bars (not shown) may be arranged vertically or horizontally on the upper side of the half PC floor panels 3 or 3 or the half PC floor panel 3
The rigidity of the floor may be significantly increased by installing a plurality of three-dimensional wire mesh panels 2 with a heat insulating material on top of each other to increase the floor thickness.

又、半PC床パネル3,3とその上に敷設した断熱材付立体
金網パネル2との間隙部13は屋内配線や給排水管の設置
スペースとして利用し、その周辺部にはウレタン等の断
熱材を充填することにより断熱性を高めても良い。
In addition, the space 13 between the half-PC floor panels 3, 3 and the three-dimensional wire mesh panel 2 with heat insulating material laid on it is used as an installation space for indoor wiring and water supply / drainage pipes, and the surrounding area is a heat insulating material such as urethane. The heat insulating property may be enhanced by filling the same.

又、二階以上の各階の床Dは外壁B及び内壁Cの上端部
に一階の床Dと略同様に、半PC床パネル3と連結金網1
1,12を使用して構成され(第16図〜第19図参照)、最上
階の床Dの上には屋根14が構成され防水処理が施されて
いる(第20図及び第21図参照)。
In addition, the floor D on each floor of the second floor and above is located on the upper end portions of the outer wall B and the inner wall C in substantially the same manner as the floor D on the first floor, the half-PC floor panel 3 and the connecting wire mesh 1
1 and 12 are used (see FIGS. 16 to 19), and a roof 14 is formed on the floor D on the top floor and is waterproofed (see FIGS. 20 and 21). ).

〔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.

断熱材が外壁、内壁、及び各階の床の中に途中で切れる
ことなく、略連続して設置されている為、断熱効果が極
めて高い。
Since the heat insulating material is installed in the outer wall, the inner wall, and the floor of each floor almost continuously without being cut in the middle, the heat insulating effect is extremely high.

特に、外壁の断熱材が床レベルで欠落しないので、この
部分のヒートブリッジによる結露を防止することができ
る。
Especially, since the heat insulating material of the outer wall does not drop at the floor level, it is possible to prevent dew condensation due to the heat bridge in this portion.

外壁部分の断熱材付立体金網パネルの室外側に吹き付け
られたコンクリート若しくはモルタルは断熱パネルを被
覆することが主な働きで、非構造体と見做せる為、この
部分に縦横に目地を設けても、構造的に何ら支障をきた
すことはない。
The main function of the concrete or mortar sprayed on the outside of the three-dimensional wire mesh panel with heat insulating material on the outer wall is to cover the heat insulating panel.Because it can be regarded as a non-structured structure, joints are provided vertically and horizontally in this area. However, there is no structural problem.

又、外壁は断熱材付立体金網パネルの内側に立体金網パ
ネルを2乃至3枚重ねて設置することにより簡単に補強
することができ、又、床も半PC床パネルを複数枚重ねて
設置することにより補強することができる為、耐震性を
著しく高めることができる。
In addition, the outer wall can be easily reinforced by installing two or three three-dimensional wire mesh panels inside the three-dimensional wire mesh panel with heat insulating material, and the floor is also installed by stacking multiple half-PC floor panels. Since it can be reinforced by this, the earthquake resistance can be remarkably enhanced.

更に、床には半PC床パネルが使用されている為、床型枠
の撤去作業を省略でき、作業性が極めて良い。
Furthermore, since half-PC floor panels are used for the floor, the work of removing the floor formwork can be omitted, and workability is extremely good.

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

第1図〜第23図はこの発明の一実施例を示したもので、
第1図は立体金網パネルの正面図、第2図はその縦断面
図、第3図はその横断面図、第4図は断熱材付立体金網
パネルの正面図、第5図はその縦断面図、第6図はその
横断面図、第7図は半PC床パネルの平面図、第8図はそ
の縦断面図、第9図は連結金網の平面図、第10図は同じ
く連結金網の平面図、第11図はその側面図、第12図乃び
第14図は外壁又は内壁と基礎と床との構造を示す建物の
一部縦断面図、第13図乃び第15図はその平面図、第16図
及び第18図は外壁又は内壁と各階の床との構造を示す建
物の一部縦断面図、第17図及び第19図はその平面図、第
20図及び第22図は最上階の外壁又は内壁と床との構造を
示す建物の一部縦断面図、第21図及び第23図はその平面
図である。 A……布基礎、B……外壁、C……内壁、D……床、1
……立体金網パネル、2……断熱材付立体金網パネル、
3……半PC床パネル、4……金網パネル、5……ラチス
材、6……断熱パネル、7……補強鉄筋、8……PCパネ
ル、9……モルタル若しくはコンクリート、10……連結
鉄筋、11,12……連結金網、13……間隙部、14……屋
根。
1 to 23 show an embodiment of the present invention.
FIG. 1 is a front view of a three-dimensional wire mesh panel, FIG. 2 is a vertical cross-sectional view thereof, FIG. 3 is a cross-sectional view thereof, FIG. 4 is a front view of a three-dimensional wire mesh panel with a heat insulating material, and FIG. Fig. 6, Fig. 6 is a cross sectional view thereof, Fig. 7 is a plan view of a half-PC floor panel, Fig. 8 is a longitudinal sectional view thereof, Fig. 9 is a plan view of a connecting wire mesh, and Fig. 10 is the same as the connecting wire mesh. A plan view, FIG. 11 is a side view thereof, FIG. 12 and FIG. 14 are partial longitudinal sectional views of the building showing the structure of the outer wall or inner wall and the foundation and floor, and FIG. 13 and FIG. Plan views, FIGS. 16 and 18 are partial longitudinal sectional views of the building showing the structure of the outer wall or inner wall and the floor of each floor, and FIGS. 17 and 19 are the plan views,
20 and 22 are partial longitudinal sectional views of the building showing the structure of the outer wall or inner wall of the top floor and the floor, and FIGS. 21 and 23 are plan views thereof. A: cloth foundation, B: outer wall, C: inner wall, D: floor, 1
... 3D wire mesh panel, 2 ... 3D wire mesh panel with heat insulating material,
3 ... Half PC floor panel, 4 ... Wire mesh panel, 5 ... Lattice material, 6 ... Insulation panel, 7 ... Reinforcing rebar, 8 ... PC panel, 9 ... Mortar or concrete, 10 ... Connecting rebar , 11,12 …… Connected wire mesh, 13 …… Gap, 14 …… Roof.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】一定間隔離して平行に設置した金網パネル
を複数本のラチス材で連結してなる立体金網パネルと、
立体金網パネルの金網パネルの略中央部に矩形板状の断
熱パネルを配置してなる断熱材付立体金網パネルと、断
熱材付立体金網パネルの片側の金網パネルに複数本の補
強鉄筋を配筋しその一側にPCパネルを断熱パネルと一体
的に形成してなる半PC床パネルとから構成した断熱壁式
構造であって、 外壁を前記断熱材付立体パネルの両側にコンクリート若
しくはモルタルを吹き付けることにより構成し、 内壁を前記断熱材付立体金網パネルを建て付け、その両
側にコンクリート若しくはモルタルを吹き付けることに
より構成すると共に、 各階の床を半PC床パネルの上側に添えて立体金網パネル
を重ねて敷設し、その上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構成してなることを特徴とす
る断熱壁式構造。
1. A three-dimensional wire mesh panel formed by connecting a plurality of latticed metal wire panels, which are installed in parallel with each other with a certain distance between them,
A three-dimensional wire mesh panel with a heat insulating material, in which a rectangular plate-shaped heat insulating panel is arranged in the approximate center of the wire mesh panel, and multiple reinforcing reinforcing bars are arranged on one side of the three-dimensional wire mesh panel with heat insulating material. It is a heat insulation wall type structure composed of a PC panel on one side and a half PC floor panel integrally formed with a heat insulation panel, and the outer wall is sprayed with concrete or mortar on both sides of the three-dimensional panel with heat insulation material. The inner wall is constructed by installing the above-mentioned three-dimensional wire mesh panel with heat insulating material and spraying concrete or mortar on both sides, and the floor of each floor is attached to the upper side of the half PC floor panel to stack the three-dimensional wire mesh panel. It is a heat insulating wall structure characterized by being constructed by laying it down and spraying concrete or mortar onto it.
JP14344989A 1989-06-06 1989-06-06 Insulated wall structure Expired - Lifetime JPH0739700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14344989A JPH0739700B2 (en) 1989-06-06 1989-06-06 Insulated wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14344989A JPH0739700B2 (en) 1989-06-06 1989-06-06 Insulated wall structure

Publications (2)

Publication Number Publication Date
JPH038950A JPH038950A (en) 1991-01-16
JPH0739700B2 true JPH0739700B2 (en) 1995-05-01

Family

ID=15338961

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14344989A Expired - Lifetime JPH0739700B2 (en) 1989-06-06 1989-06-06 Insulated wall structure

Country Status (1)

Country Link
JP (1) JPH0739700B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009091806A (en) * 2007-10-09 2009-04-30 ▲高▼松建設株式会社 Wall heat insulation structure and method of constructing the same
KR20190114124A (en) * 2018-03-29 2019-10-10 이정복 Insulation panel for constructing concrete wall and production method for this same

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04258434A (en) * 1991-02-12 1992-09-14 Kajima Corp Wall structure
JPH04258436A (en) * 1991-02-12 1992-09-14 Kajima Corp Application of heat-insulation concrete external wall
JP2531033B2 (en) * 1991-02-12 1996-09-04 鹿島建設株式会社 Wall structure
JP2783053B2 (en) * 1992-04-09 1998-08-06 鹿島建設株式会社 Wall-type reinforced concrete structure
JP4973368B2 (en) * 2007-08-01 2012-07-11 株式会社ダイフク Floor forming method and floor structure
CN105863155A (en) * 2016-03-31 2016-08-17 扬州大学 Heat insulation and energy storage type RPC prefabricated wall panel system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009091806A (en) * 2007-10-09 2009-04-30 ▲高▼松建設株式会社 Wall heat insulation structure and method of constructing the same
KR20190114124A (en) * 2018-03-29 2019-10-10 이정복 Insulation panel for constructing concrete wall and production method for this same

Also Published As

Publication number Publication date
JPH038950A (en) 1991-01-16

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