JPH08109652A - Insulation structure in building foundation and construction method thereof - Google Patents

Insulation structure in building foundation and construction method thereof

Info

Publication number
JPH08109652A
JPH08109652A JP27565494A JP27565494A JPH08109652A JP H08109652 A JPH08109652 A JP H08109652A JP 27565494 A JP27565494 A JP 27565494A JP 27565494 A JP27565494 A JP 27565494A JP H08109652 A JPH08109652 A JP H08109652A
Authority
JP
Japan
Prior art keywords
lath
resin plate
foamed resin
net
structure 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.)
Pending
Application number
JP27565494A
Other languages
Japanese (ja)
Inventor
Tamotsu Kawai
保 河合
Yukio Fukazawa
幸雄 深沢
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.)
Kanegafuchi Chemical Industry Co Ltd
Original Assignee
Kanegafuchi Chemical Industry Co Ltd
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 Kanegafuchi Chemical Industry Co Ltd filed Critical Kanegafuchi Chemical Industry Co Ltd
Priority to JP27565494A priority Critical patent/JPH08109652A/en
Publication of JPH08109652A publication Critical patent/JPH08109652A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE: To enhance the insulating properties and workability by erecting a lath-thermowelded and lath-attached structural wall made on the side surfaces of a foaming resin board and placing concrete to the lath net side, using the structural wall member as a molding form. CONSTITUTION: A lath net is laid out on both sides of a foaming resin board while they are thermowelded, thereby forming a lath-attached structural wall member BB. Then, reinforcing bars are installed on a foundation A while the lath-attached wall member BB is erected with the reinforcing bars clamped on one side. The structural wall member BB and a molding form are fixed with each other alternately. Then, concrete is cast between the lath-attached structural wall member BB and the molding form and cured. Furthermore, after the molding form is removed, mortar is adapted to be deposited on the lath net opposite to the foundation side A of the lath-attached structural wall member BB, thereby forming an exterior wall.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は建築物の基礎における断
熱構造に係り、特に発泡樹脂板にラス網を一体化してな
るラス張り構造壁体を利用して設けた断熱構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a heat insulating structure in the foundation of a building, and more particularly to a heat insulating structure provided by using a lath-structured wall formed by integrating a lath net with a foamed resin plate.

【0002】[0002]

【従来の技術】従来、寒冷地における建築物の基礎とし
て、コンクリート製基礎の側面に発泡樹脂板を接合し、
この発泡樹脂板の断熱性により床下空間の保温性を向上
させたものが知られている。その施工方法としては、コ
ンクリート製基礎の打設後に発泡樹脂板を別途に接着等
により取り付ける方法があるが、更に作業性を向上させ
た方法としては、コンパネと呼ばれる型枠の内側に発泡
樹脂板をセットし、その内側に基礎用のコンクリートを
流し込み、コンクリートが固まった後に型枠を取り払う
ことにより、コンクリート製基礎の打設と同時にコンク
リートへの親和性等により発泡樹脂板を接着する方法が
ある。
2. Description of the Related Art Conventionally, as a foundation of a building in a cold region, a resin foam plate is joined to a side surface of a concrete foundation,
It is known that the heat insulation of the foamed resin plate improves the heat retention of the underfloor space. As a construction method, there is a method of separately attaching a foamed resin plate after placing a concrete foundation by adhesion or the like, but as a method of further improving workability, a foamed resin plate is placed inside a mold called a control panel. There is a method of pouring the concrete for the foundation inside it, removing the form after the concrete has solidified, and at the same time placing the concrete foundation and adhering the foamed resin plate due to its affinity to the concrete etc. .

【0003】[0003]

【発明が解決しようとする課題】しかし、このうち後者
の方法によっても、発泡樹脂板を支持するための型枠を
必要とするから、それが施工上で非常に手間がかかる。
しかも、発泡樹脂板はコンクリートへの親和性等によっ
て接着されるに過ぎないから、その結合力は弱いもので
あった。その場合、発泡樹脂板の一側面にラス網を固定
し、このラス網側にコンクリートを打設することによ
り、発泡樹脂板とコンクリートとの結合力を高めること
が考えられるが、発泡樹脂板へのラス網の固定は針金等
によるしかないから、非常に手間のかかる作業になって
しまう。
However, the latter method also requires a mold for supporting the foamed resin plate, which is very troublesome in construction.
Moreover, since the foamed resin plate is only bonded due to its affinity for concrete or the like, its bonding strength is weak. In that case, it is conceivable to fix the lath net on one side of the foamed resin plate and place concrete on the lathed net side to increase the bonding force between the foamed resin plate and the concrete. Since the lath net is fixed only by wire, it becomes a very troublesome work.

【0004】本発明は、このような点に着目してなされ
たものであり、その目的とするところは、ラス網を介し
て発泡樹脂板をコンクリートに結合させ、その場合に発
泡樹脂板とラス網とを予め強固に一体化しておくことに
より、発泡樹脂板とコンクリートとの結合力を高め且つ
作業性を向上させると共に、発泡樹脂板及びラス網のみ
で十分な自立性を確保して型枠の支えなしでコンクリー
トを打設できるようにして更に施工性を向上させること
にある。また、発泡樹脂板におけるコンクリート製基礎
とは反対側の面にも、モルタル等を確実に付着できるよ
うにする。
The present invention has been made by paying attention to such a point, and an object thereof is to bond a foamed resin plate to concrete through a lath net, and in that case, the foamed resin plate and the lath By firmly preliminarily integrating the net with the net, the binding force between the foamed resin plate and the concrete is increased and the workability is improved, and at the same time, the foamed resin plate and lath net alone ensure sufficient self-sustainability. It is to improve the workability by making it possible to place concrete without the support of. Also, mortar and the like can be surely attached to the surface of the foamed resin plate opposite to the concrete foundation.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、請求項1の断熱構造は、発泡樹脂板の少なくとも一
側面にラス網を熱溶着してなるラス張り構造壁体が、コ
ンクリート製基礎の少なくとも一側面に対してラス網側
で接合している構成としている。
In order to achieve the above object, in the heat insulating structure according to claim 1, the lath-tensioned structure wall body in which a lath net is heat-welded to at least one side surface of a foamed resin plate is a concrete foundation. The lath net side is joined to at least one side surface of the.

【0006】請求項2の断熱構造は、請求項1記載の建
築物の基礎における断熱構造において、発泡樹脂板の少
なくとも一側面にラス網を熱溶着してなるラス張り構造
壁体に代えて、ラス網の一側面に補強部材を固定してな
るラス体と、熱溶融により形成され且つ補強部材が嵌入
する凹陥部を少なくとも一側面に有する発泡樹脂板とか
らなるラス張り構造壁体を備えた構成としている。
According to a second aspect of the present invention, there is provided a heat insulating structure according to the first aspect of the present invention, in which the lath net is heat-welded to at least one side surface of the foamed resin plate in place of the lath structure wall body. A lath-tensioned structural wall body including a lath body having a reinforcing member fixed to one side surface of a lath net and a foamed resin plate having a concave portion formed by heat fusion and into which the reinforcing member fits are provided on at least one side surface. It is configured.

【0007】請求項3の断熱構造は、請求項1又は2の
構成において、ラス張り構造壁体の他側面にもラス網又
はラス体が、熱溶着により又は補強部材の凹陥部への嵌
入により取り付けられており、この他側面のラス網にコ
ンクリート又はモルタルが付着している構成である。
According to a third aspect of the present invention, in the heat insulating structure according to the first or second aspect, the lath net or the lath body is formed on the other side surface of the lath structure wall body by heat welding or by fitting into the concave portion of the reinforcing member. It is attached, and concrete or mortar adheres to the lath net on the other side.

【0008】請求項4の断熱構造の施工方法は、請求項
1ないし3の構成のうちいずれかにおいて、ラス張り構
造壁体を立設し、このラス張り構造壁体を型枠として、
そのラス網側にコンクリートを打設する構成としてい
る。
According to a fourth aspect of the present invention, there is provided a method of constructing a heat insulating structure according to any one of the first to third aspects, in which a lath structure wall is erected and the lath structure wall is used as a formwork.
Concrete is placed on the lath net side.

【0009】[0009]

【作用】請求項1では、発泡樹脂板の断熱性により床下
空間の保温性が向上する。また、ラス網を介して発泡樹
脂板がコンクリートに結合し、しかも発泡樹脂板とラス
網とが強固に一体化しているので、発泡樹脂板とコンク
リートとの結合力が高い。また予めラス張り構造壁体を
作っておき、これを用いて断熱構造を施工すれば、作業
性が向上する。その場合、ラス張り構造壁体のみで十分
に自立性があるから、型枠の支えなしでコンクリートが
打設でき、更に施工性が向上する。
In the first aspect, the heat insulation of the foamed resin plate improves the heat retention of the underfloor space. Further, since the foamed resin plate is bonded to the concrete through the lath net and the foamed resin plate and the lath net are firmly integrated with each other, the bonding force between the foamed resin plate and the concrete is high. Further, if a lath-clad structure wall is made in advance and a heat insulating structure is constructed using this, workability is improved. In that case, since the lath-clad structure wall alone has sufficient self-sustainability, concrete can be poured without the support of the formwork, and the workability is further improved.

【0010】請求項2のラス張り構造壁体の作用も請求
項1と同様である。その場合、凹陥部が複数あるときに
は凹陥部の側壁と補強部材との摩擦力等が相互に作用す
る共ぎき作用によって補強部材の保持強度が更に高くな
る。また凹陥部の開口付近が三次発泡により狭まってい
るから補強部材が凹陥部に強固に保持される(ここで発
泡樹脂板は例えば予備発泡した粒子を二次発泡させるこ
とにより製造されるが、三次発泡とは上記二次発泡に続
く発泡を指すものである)。また補強部材を介してラス
網と発泡樹脂板との間に隙間が形成されるから、この隙
間へモルタルが入ってラス網を抱き込むようにして固ま
り、これによって発泡樹脂板とコンクリートとの結合力
が向上する。
The action of the lathed structure wall body of the second aspect is the same as that of the first aspect. In that case, when there are a plurality of recesses, the holding strength of the reinforcing member is further increased by the mutual action of the frictional force between the side wall of the recess and the reinforcing member and the like. Further, since the vicinity of the opening of the concave portion is narrowed by the tertiary foaming, the reinforcing member is firmly held in the concave portion (here, the foamed resin plate is produced, for example, by secondary foaming pre-expanded particles. Foaming refers to foaming subsequent to the above secondary foaming). In addition, since a gap is formed between the lath net and the foamed resin plate through the reinforcing member, the mortar enters the gap and solidifies as if the lath net is held in the gap, whereby the bonding force between the foamed resin plate and concrete is increased. improves.

【0011】請求項3は、ラス張り構造壁体の他側面に
おいても、モルタル等がラス網によって発泡樹脂板に確
実に付着する。
According to the third aspect, the mortar and the like are surely attached to the foamed resin plate by the lath net even on the other side surface of the lath structure wall.

【0012】[0012]

【実施例】以下、実施例を説明する。図1及び図2は、
本発明に係る断熱構造の第1実施例を示し、寒冷地にお
ける建築物の基礎に適用されるものである。同図におい
て、Aはコンクリート製基礎、BBは基礎Aの一側に立
設するラス張り構造壁体、mはラス張り構造壁体BBの
一側に形成されたモルタル層である。上記ラス張り構造
壁体BBは、発泡樹脂板10の両側面にラス網20を熱
溶着してなるものである。そして、上記ラス張り構造壁
体BBは、上記基礎Aの一側面に対してラス網側で接合
している。
EXAMPLES Examples will be described below. 1 and 2 are
The 1st Example of the heat insulation structure which concerns on this invention is shown, and is applied to the foundation of the building in a cold district. In the figure, A is a concrete foundation, BB is a lath structure wall standing upright on one side of the foundation A, and m is a mortar layer formed on one side of the lath structure wall BB. The lath-clad structure wall body BB is formed by heat-welding lath nets 20 on both side surfaces of the foamed resin plate 10. The lath-clad structure wall BB is joined to one side surface of the base A on the lath net side.

【0013】ここで、上記ラス張り構造壁体BBについ
て詳述する。図3ないし図5に示すように、発泡樹脂板
10の両側面にラス網20が直に配置され、各ラス網2
0の片面が、ほぼ全面にわたって発泡樹脂板10に熱溶
着している。すなわち、ラス網20は厚さ方向において
一部が発泡樹脂板10に入り込んで熱溶着しており、残
りは外部に露出したままである。ここで上記発泡樹脂板
10は、例えばサブロク(縦1800mm,横900m
m)程度の大きさで50mm程度の厚さのものである
が、これは一例であってそれ以外の寸法であってもよ
い。また材質は例えば発泡ポリプロピレン、発泡ポリエ
チレンなどに代表される発泡ポリオレフィンのほか、発
泡スチロール、発泡ウレタン、発泡塩化ビニールなどが
使用できるが、発泡樹脂製の板であれば材質は問わな
い。一方、ラス網20は例えば図4及び図5から分かる
ように薄板に孔が多数あけられた公知のもの(例えば薄
板に多数のスリットを板面に対して斜めに入れたあと、
板を縦方向及び横方向に引き延ばす方法により製造され
るもの)や、細い鋼線を編んでなる公知のものが使用で
きる。また発泡樹脂板10のラス網側の表面には、ラス
網20の熱溶着時に溶融して固まった再生層13が形成
されている。上記ラス網20には防錆処理又は防水処理
が施されている。すなわち、このラス網20には、例え
ばコールタールなどのタール系材料又は接着剤等が塗布
され、或いは樹脂材料がコーティングされている。
Here, the lath structure wall BB will be described in detail. As shown in FIGS. 3 to 5, lath nets 20 are directly arranged on both side surfaces of the foamed resin plate 10, and each lath net 2 is
One side of 0 is heat-welded to the foamed resin plate 10 over almost the entire surface. That is, a part of the lath net 20 enters the foamed resin plate 10 in the thickness direction and is heat-welded, and the rest remains exposed to the outside. Here, the foamed resin plate 10 is, for example, a sub block (length 1800 mm, width 900 m).
Although the size is about m) and the thickness is about 50 mm, this is an example and other dimensions may be used. Further, as the material, for example, foamed polyolefin represented by foamed polypropylene, foamed polyethylene, etc., styrene foam, urethane foam, foamed vinyl chloride, etc. can be used, but the material is not limited as long as it is a plate made of foamed resin. On the other hand, the lath net 20 is, for example, a known one in which a large number of holes are formed in a thin plate as shown in FIGS. 4 and 5 (for example, after inserting a large number of slits in the thin plate at an angle to the plate surface,
(A plate manufactured by a method of stretching a plate in the longitudinal direction and the horizontal direction), or a known plate formed by braiding a thin steel wire can be used. Further, on the surface of the foamed resin plate 10 on the lath net side, a regenerated layer 13 which is melted and solidified when the lath net 20 is heat-welded is formed. The lath net 20 is subjected to rust prevention treatment or waterproof treatment. That is, the lath net 20 is coated with a tar-based material such as coal tar, an adhesive, or a resin material.

【0014】上記第1実施例の断熱構造の施工方法を、
図6及び図7に基づいて説明する。基礎A上に配筋する
と共に、この鉄筋Sを挟んで一方にラス張り構造壁体B
Bを、ラス網20が外側になるように立設し、他方にコ
ンパネと称される型枠Cを立設し、セパレータと称され
る連結部材や支保等を利用してラス張り構造壁体BBと
型枠Cとを相互に固定する。そして、ラス張り構造壁体
BBと型枠Cとの間にコンクリートを打設する。そし
て、コンクリートの固化後に連結部材及び支保等を外
し、型枠Cを取り払うと、図7に示す状態となる。その
後に、ラス張り構造壁体BBの基礎側とは逆の面のラス
網20にモルタルmを付着して外壁を完成する。
The construction method of the heat insulating structure of the first embodiment is as follows.
A description will be given based on FIG. 6 and FIG. In addition to arranging on the foundation A, the reinforcing bar S is sandwiched between the lathed structure wall B
B is erected so that the lath net 20 is on the outside, and a mold C called a control panel is erected on the other side, and a lath-tensioned structure wall body is formed by using a connecting member called a separator or a support. The BB and the form C are fixed to each other. Then, concrete is placed between the lath structure wall BB and the form C. Then, after the solidification of the concrete, the connecting member, the support and the like are removed, and the form C is removed, and the state shown in FIG. 7 is obtained. After that, the mortar m is attached to the lath net 20 on the surface opposite to the base side of the lath-clad structure wall body BB to complete the outer wall.

【0015】次に、上記ラス張り構造壁体BBの製造方
法を説明する。まず、図8に示すようにラス網20を、
鉛直方向及び水平方向にそれぞれ移動できるように設け
られた一対の発熱板31,32で挟み、この発熱板3
1,32によりラス網20を発泡樹脂板10の溶融温度
を超える温度まで加熱してラス網20の予熱を行う。こ
の予熱温度は、例えば発泡樹脂板10が発泡ポリスチレ
ンの場合には摂氏80度以上であればよいが、好ましく
は摂氏100度ないし210度、より好ましくは摂氏1
20度ないし200度程度であり、発泡樹脂板10への
押し込み時間や押し込み圧力との関係で適宜選択でき
る。次いで一方の発熱板31を退避させ、これに代えて
図9に示すように発泡樹脂板10をキャリア40で保持
しつつ搬入し、そして他方の発熱板32を上昇させてラ
ス網20を加熱したままで発泡樹脂板10に押しつけ、
ラス網20の一部を発泡樹脂板10に熱溶着させる。そ
の後に発熱板32をラス網20から離して退避させ、発
泡樹脂板10及びラス網20に冷風又は冷水を当てるな
どして全体を強制的に冷却し、次にラス網20にタール
系材料又は接着剤等を塗布することにより防錆処理又は
防水処理を施して一方の側面の処理を終わる。他方の側
面にラス網20を熱溶着する方法も上記同様に行われ、
この工程まで終了すると、製造が完了する。製造方法は
これに限られるものではなく、熱風炉中でラス網20を
加熱したり、発泡樹脂板10にラス網20を押圧した
り、発泡樹脂板10を押圧したり種々変更できることは
勿論である。上記製造方法によれば、ラス張り構造壁体
BBの生産効率を高めることができる。
Next, a method of manufacturing the above lath structure wall BB will be described. First, as shown in FIG.
The heating plate 3 is sandwiched between a pair of heating plates 31 and 32 provided so as to be movable in the vertical direction and the horizontal direction, respectively.
The lath net 20 is preheated by heating the lath net 20 to a temperature exceeding the melting temperature of the foamed resin plate 10 with 1, 32. The preheating temperature may be 80 degrees Celsius or higher when the foamed resin plate 10 is foamed polystyrene, for example, preferably 100 to 210 degrees Celsius, and more preferably 1 degree Celsius.
It is about 20 to 200 degrees, and can be appropriately selected depending on the pressing time and the pressing pressure into the foamed resin plate 10. Next, one heating plate 31 is retracted, and instead, the foamed resin plate 10 is carried in while being held by the carrier 40 as shown in FIG. 9, and the other heating plate 32 is raised to heat the lath net 20. Until it is pressed against the foamed resin plate 10,
A part of the lath net 20 is heat-welded to the foamed resin plate 10. After that, the heat generating plate 32 is retracted away from the lath net 20, and the whole is forcibly cooled by applying cold air or cold water to the foamed resin plate 10 and the lath net 20. By applying an adhesive or the like, rustproofing treatment or waterproofing treatment is performed, and the treatment on one side is completed. The method of heat welding the lath net 20 to the other side surface is performed in the same manner as above,
When this step is completed, manufacturing is completed. The manufacturing method is not limited to this, and it goes without saying that the lath net 20 can be heated in a hot-air oven, the lath net 20 can be pressed against the foamed resin plate 10, or the foamed resin plate 10 can be pressed. is there. According to the above manufacturing method, the production efficiency of the lath structure wall BB can be improved.

【0016】従って、上記第1実施例においては、発泡
樹脂板10の断熱性により床下空間の保温性が向上す
る。また、ラス網20を介して発泡樹脂板10が基礎A
のコンクリートに強く結合し、しかも発泡樹脂板10と
ラス網20とが強固に一体化しているので、発泡樹脂板
10とコンクリートとの結合力が高くなる。また予めラ
ス張り構造壁体BBを作っておき、これを用いて断熱構
造を施工するから、施工現場でラス網20を発泡樹脂板
10に取り付けることに比べて作業性が向上する。しか
も、ラス張り構造壁体BBのみで十分に自立性があるか
ら、コンクリートを打設する側の逆側にラス張り構造壁
体Bを直接支持する型枠を設ける必要がなく、そのため
に更に施工性が向上する。
Therefore, in the first embodiment, the heat insulation of the foamed resin plate 10 improves the heat retention of the underfloor space. In addition, the foamed resin plate 10 is connected to the base A through the lath net 20.
Since the foamed resin plate 10 and the lath net 20 are firmly integrated with each other, the bonding force between the foamed resin plate 10 and the concrete is increased. Further, since the lath-clad structure wall body BB is prepared in advance and the heat insulating structure is constructed using this, workability is improved as compared with attaching the lath net 20 to the foamed resin plate 10 at the construction site. Moreover, since the lath-clad structure wall body BB alone has sufficient self-sustainability, it is not necessary to provide a formwork for directly supporting the lath-clad structure wall body B on the side opposite to the side where concrete is placed, and therefore further construction is required for that purpose. The property is improved.

【0017】また、ラス張り構造壁体BBの他側面にお
いても、モルタルmがラス網20によって発泡樹脂板1
0に確実に付着するから、モルタルmが剥がれたり、ク
ラックが入ることがない。
On the other side of the lath-clad structure wall BB, the mortar m is formed by the lath net 20 to form the foamed resin plate 1.
Since it surely adheres to 0, the mortar m does not peel off or crack.

【0018】さらに、上記構成のラス張り構造壁体BB
を使用したことにより、以下の効果が得られる。まず、
発泡樹脂板10に対し、格子状金網等よりも遥かに薄い
ラス網20が付く構成であるから、壁の厚みを薄くする
ことができ、従って薄い基礎でも施工が可能である。ま
た格子状金網等よりも目の細かいラス網20を使用する
からモルタルmがほぼ均一な厚さで付着し、仕上げ作業
が不要になって施工が楽である。さらに格子状金網付き
発泡樹脂板等に比べれば製造コストが安い。さらに発泡
樹脂板10の表面に、ラス網20の熱溶着時に溶融して
固まった再生層13ができ、この再生層13が防水機能
を発揮すると共にその表面の凹凸がモルタルmの付着を
促進する。しかもラス網20に防錆処理又は防水処理が
施されるからラス網20に長期にわたって錆が発生せ
ず、或いは水をはじき、壁の耐久性が向上する。
Further, the lath-structured wall BB having the above structure
By using, the following effects can be obtained. First,
Since the lath net 20, which is much thinner than the lattice-shaped metal net or the like, is attached to the foamed resin plate 10, the wall thickness can be made thin, and therefore a thin foundation can also be applied. Further, since the lath net 20 having a finer mesh than that of the grid-like metal net is used, the mortar m adheres with a substantially uniform thickness, and the finishing work is unnecessary and the construction is easy. Further, the manufacturing cost is lower than that of a foamed resin plate with a lattice-shaped wire mesh. Further, on the surface of the foamed resin plate 10, there is formed a regenerated layer 13 which is melted and solidified when the lath net 20 is heat-welded, and the regenerated layer 13 exerts a waterproof function and the unevenness of the surface promotes adhesion of the mortar m. . Moreover, since the lath net 20 is subjected to rust prevention treatment or waterproof treatment, the lath net 20 is not rusted for a long period of time, or repels water to improve the durability of the wall.

【0019】図10は第2実施例を示す。第1実施例で
は、発泡樹脂板10の両側面にラス網20を熱溶着して
なるラス張り構造壁体BB(以下、両面ラス張り構造壁
体BBという)を使用したが、第2実施例では、発泡樹
脂板10の一側面にのみラス網20を熱溶着してなるラ
ス張り構造壁体B(以下、片面ラス張り構造壁体Bとい
う)を使用した。このため、他方の側面へのモルタルm
の付着処理は行っていない。従って、モルタル付着によ
る得られる装飾効果等を除いて、第1実施例と同様の効
果を得ることができる。また、図11は第3実施例を示
す。第1実施例では基礎Aの一側面を型枠Cで形成し、
基礎Aのコンクリートが固化した後にこの型枠Cを取り
払ったが、第3実施例では、この型枠Cに代えて片面ラ
ス張り構造壁体Bを立設し、両ラス張り構造壁体BB,
Bの間にコンクリートを打設し、その固化後においても
両ラス張り構造壁体BB,Bを共にそのまま残すように
したものである。この第3実施例によれば、断熱性を更
に向上できると共に、型枠Cの取り払いを不要とした
分、更に作業性を向上できる。さらに、図12は第4実
施例を示す。この実施例では、基礎Aの両側に、片面ラ
ス張り構造壁体Bを立設し、両ラス張り構造壁体B,B
の間にコンクリートを打設し、その固化後においても両
ラス張り構造壁体B,Bを共にそのまま残すようにした
ものであり、第3実施例類似の効果を得ることができ
る。
FIG. 10 shows a second embodiment. In the first embodiment, the lath-clad structure wall body BB (hereinafter referred to as the double-sided lath-structured wall body BB) in which the lath nets 20 are heat-welded to both side surfaces of the foamed resin plate 10 is used. Then, the lath tension structure wall body B (hereinafter referred to as the single-sided lath tension structure wall body B) in which the lath net 20 is heat-welded only to one side surface of the foamed resin plate 10 was used. Therefore, the mortar m on the other side
Was not applied. Therefore, the same effect as that of the first embodiment can be obtained except for the decorative effect and the like obtained by the mortar adhesion. Further, FIG. 11 shows a third embodiment. In the first embodiment, one side of the foundation A is formed by the form C,
Although this form C was removed after the concrete of the foundation A was solidified, in the third embodiment, instead of this form C, a single-sided lath structure wall B was erected, and both lath structure walls BB,
Concrete is poured between B and both of the lath structure wall bodies BB and B are left as they are after the solidification. According to the third embodiment, the heat insulation can be further improved, and the workability can be further improved because the mold C does not need to be removed. Further, FIG. 12 shows a fourth embodiment. In this embodiment, the single-sided lath structure wall bodies B are erected on both sides of the foundation A, and the both-side lath structure wall bodies B, B are provided.
Concrete is poured between the walls, and both the lath-structured walls B and B are left as they are even after the solidification, so that an effect similar to that of the third embodiment can be obtained.

【0020】このように第1ないし第4実施例では、両
面ラス張り構造壁体BBと、片面ラス張り構造壁体Bと
を適宜組み合わせて断熱構造を構成したが、次に、これ
らラス張り構造壁体自体の変形例を以下に示す。説明を
簡単にするため、片面ラス張り構造壁体Bのみの変形例
で説明し、両面ラス張り構造壁体BBの説明は、これに
倣うものとして省略する。
As described above, in the first to fourth embodiments, the double-sided lath structure wall body BB and the single-sided lath structure wall body B are properly combined to form the heat insulating structure. A modified example of the wall itself is shown below. In order to simplify the explanation, only the one-sided lath structure wall body B will be described as a modified example, and the description of the double-sided lath structure wall body BB will be omitted as it follows this.

【0021】まず、片面ラス張り構造壁体Bの第1の変
形例を図13に示す。この変形例では、ラス網全体が波
状に形成されている。すなわち、図14及び図15に示
すようにラス網20’は薄い鋼板に多数のスリットを入
れてスリット間を斜めに起こしてなる鎧戸状であって、
さらに全体として波状に湾曲形成されている。そして、
一側面に溝11’を有する発泡樹脂板10’の当該側面
にラス網20’が配置され、このラス網20’の折れ曲
がり部分のみが発泡樹脂板10’に熱溶着している。上
記第1の変形例のラス張り構造壁体Bの製造方法、及び
これを用いた断熱構造の施工方法は第1実施例の場合と
同様である。
First, FIG. 13 shows a first modification of the one-sided lath structure wall B. In this modification, the entire lath net is formed in a wavy shape. That is, as shown in FIGS. 14 and 15, the lath net 20 ′ is a door-shaped door formed by inserting a large number of slits in a thin steel plate and diagonally raising the slits.
Furthermore, it is curvedly formed as a whole. And
A lath net 20 'is arranged on the side face of a foamed resin plate 10' having a groove 11 'on one side face, and only the bent portion of the lath net 20' is heat-welded to the foamed resin plate 10 '. The method for manufacturing the lath-structured wall B of the first modification and the method for constructing a heat insulating structure using the same are the same as those in the first embodiment.

【0022】片面ラス張り構造壁体Bの第2の変形例を
図16及び図17に示す。この変形例では、ラス網12
1の一側面に補強部材122を複数固定してラス体12
0とし、このラス体120の補強部材122がほぼ全面
で、発泡樹脂板110において熱溶融により形成された
複数の凹陥部112にそれぞれ嵌入している構成であ
る。ラス網121は例えば第1実施例で示したもの20
でも、第1の変形例で示したもの20’でもよい。また
補強部材122は鋼線よりなり、一端がラス網121に
溶接され且つ他端がL字形に折曲形成されて凹陥部11
2に嵌入している。この凹陥部112は、その開口形状
が上記補強部材122の発泡樹脂板110への投影形状
にほぼ一致し且つ深さは補強部材122が途中まで入る
程度に形成されている。
A second modification of the one-sided lath structure wall B is shown in FIGS. 16 and 17. In this modification, the lath net 12
A plurality of reinforcing members 122 are fixed to one side surface of the lath body 12
0, the reinforcing member 122 of the lath body 120 is fitted over a plurality of concave portions 112 formed by heat melting in the foamed resin plate 110 on almost the entire surface. The lath net 121 is, for example, the one shown in the first embodiment 20.
However, the thing 20 'shown in the 1st modification may be used. The reinforcing member 122 is made of steel wire, one end of which is welded to the lath net 121 and the other end of which is bent into an L-shape to form the concave portion 11.
It fits in 2. The recess 112 has an opening whose shape is substantially the same as the projected shape of the reinforcing member 122 on the foamed resin plate 110, and has a depth such that the reinforcing member 122 is partially inserted.

【0023】第2の変形例のラス張り構造壁体Bを用い
た断熱構造の施工方法は第1実施例の場合と同様であ
る。またラス張り構造壁体Bの製造方法も第1実施例の
場合と同様であるが、一対の発熱板31,32で挟む対
象がラス網20に代えてラス体120になる点が異な
る。この場合、補強部材122が発熱板31に、ラス網
121が発熱板32にそれぞれ接触するように置く。そ
うすると、発泡樹脂板110をキャリア40で保持しつ
つ搬入し、発熱板32を上昇させてラス体120を加熱
したままで発泡樹脂板110に押しつけたときに、熱せ
られた補強部材122が発泡樹脂板110を溶かして侵
入していき、凹陥部112を形成すると共に図14に示
すように凹陥部112の開口付近が三次発泡により狭ま
る。その後に全体を冷却して製造を完了する。この場
合、ラス体120の発泡樹脂板110への押しつけは、
ラス網121と発泡樹脂板110との間に所定の隙間が
残る程度で止めるようにする。
The method of constructing the heat insulating structure using the lath structure wall B of the second modification is the same as that of the first embodiment. Further, the method of manufacturing the lath-clad structure wall body B is the same as that of the first embodiment, except that the lath body 120 is used as the object sandwiched by the pair of heat generating plates 31 and 32. In this case, the reinforcing member 122 is placed on the heating plate 31, and the lath net 121 is placed on the heating plate 32. Then, when the foamed resin plate 110 is carried in while being held by the carrier 40 and the heating plate 32 is raised and the lath body 120 is pressed against the foamed resin plate 110 while being heated, the heated reinforcing member 122 causes the foamed resin member 122 to foam. The plate 110 is melted and invades to form a recess 112, and the vicinity of the opening of the recess 112 is narrowed by tertiary foaming as shown in FIG. After that, the whole is cooled to complete the production. In this case, when the lath body 120 is pressed against the foamed resin plate 110,
It is stopped so that a predetermined gap remains between the lath net 121 and the foamed resin plate 110.

【0024】第2の変形例のラス張り構造壁体Bの作
用、効果は第1実施例とほぼ同様であるが、さらに、凹
陥部112及び補強部材122がそれぞれ複数あるか
ら、凹陥部112の側壁と補強部材122との摩擦力等
が相互に作用し合う共ぎき作用によって補強部材122
の保持強度が更に高くなる。すなわち、ラス体120を
発泡樹脂板110から剥そうとしても、少なくとも一部
の凹陥部112の側壁と補強部材122との摩擦力等の
ために「こじた状態」になってラス体120が剥れな
い。加えて凹陥部112の開口付近が三次発泡により狭
まっているから補強部材122が凹陥部112に強固に
保持される。さらに補強部材122を介してラス網12
1と発泡樹脂板110との間に隙間が形成されるから、
この隙間へモルタルmが入ってラス網121を抱き込む
ようにして固まり、これによって壁強度が向上し、また
モルタルmを厚く形成できる。
The operation and effect of the lath structure wall B of the second modified example are almost the same as those of the first embodiment, but further, since there are a plurality of recesses 112 and reinforcing members 122, respectively, The side wall and the reinforcing member 122 interact with each other due to the frictional force, etc.
Holding strength is further increased. That is, even if the lath body 120 is peeled off from the foamed resin plate 110, the lath body 120 is peeled off due to a frictional force between at least a part of the side wall of the recess 112 and the reinforcing member 122. I can't. In addition, since the vicinity of the opening of the recess 112 is narrowed by the tertiary foaming, the reinforcing member 122 is firmly held in the recess 112. Further, the lath net 12 is provided through the reinforcing member 122.
Since a gap is formed between 1 and the foamed resin plate 110,
The mortar m enters the gap and is hardened by embracing the lath net 121, thereby improving the wall strength and making the mortar m thick.

【0025】なお、上記第2の変形例の場合、図18に
示すように凹陥部112に接着剤等113を充填して凹
陥部112を完全に塞ぐようにしてもよく、その場合に
はラス体120及び発泡樹脂板110が更に強く一体化
されるからラス張り構造壁体Bの剛性が向上する。その
場合の製造方法であるが、例えば補強部材122に接着
剤等を塗ってからラス体120を加熱し、このラス体1
20を加熱したままで発泡樹脂板110に押しつければ
よい。
In the case of the second modified example, as shown in FIG. 18, the recess 112 may be filled with an adhesive 113 or the like to completely close the recess 112. Since the body 120 and the foamed resin plate 110 are more strongly integrated with each other, the rigidity of the lath structure wall B is improved. In the manufacturing method in that case, for example, after applying the adhesive or the like to the reinforcing member 122, the lath body 120 is heated to
20 may be pressed against the foamed resin plate 110 while being heated.

【0026】片面ラス張り構造壁体Bの第3の変形例を
図19に示す。この変形例では、補強部材をトラス構造
体222とし、ラス網221の一側面にこの補強部材2
22を固定してラス体220とし、このラス体220の
補強部材222が、発泡樹脂板210において熱溶融に
より形成された凹陥部212に嵌入している構成であ
る。すなわち、この補強部材222は、図20に示すよ
うに鋼線で組まれた2枚の格子状金網222a,222
bを間隔をおいて配置し、これらを梁状金網材222c
により連結したものである。上記梁状金網材222c
は、各格子状金網222a,222bの相対向する縦筋
を連結するものが互いに平行になり、且つ横筋の軸方向
に沿っては隣合うものが互いに交差するように配置され
ており、この構成によって補強部材全体として強度を高
くするようにしている。そして、ラス網221が一方の
格子状金網222bに溶接により固定されている。ラス
網221は例えば第1実施例で示したもの20でも、第
1の変形例で示したもの20’でもよい。上記凹陥部2
12は、開口形状が上記格子状金網222aの発泡樹脂
板210への投影形状にほぼ一致し且つ深さは梁状金網
材222cが途中まで入る程度に形成されている。
FIG. 19 shows a third modification of the one-sided lath structure wall B. In this modification, the reinforcing member is the truss structure 222, and the reinforcing member 2 is provided on one side surface of the lath net 221.
22 is fixed to form a lath body 220, and a reinforcing member 222 of the lath body 220 is fitted in a concave portion 212 formed by heat fusion in the foamed resin plate 210. That is, as shown in FIG. 20, the reinforcing member 222 includes two lattice-shaped metal nets 222a, 222 assembled with steel wires.
b are arranged at intervals, and these are arranged like a beam-like wire mesh material 222c.
Are connected by. The beam-like wire mesh material 222c
The grid-like wire nets 222a, 222b are arranged such that the connecting longitudinally-opposing vertical meshes are parallel to each other, and adjacent ones intersect each other along the axial direction of the horizontal stripes. Therefore, the strength of the reinforcing member as a whole is increased. Then, the lath net 221 is fixed to one lattice-shaped metal net 222b by welding. The lath net 221 may be, for example, the one 20 shown in the first embodiment or the one 20 'shown in the first modification. The recess 2
12, the opening shape is substantially the same as the projection shape of the lattice-shaped metal net 222a on the foamed resin plate 210, and the depth is formed so that the beam-shaped metal net material 222c is inserted halfway.

【0027】第3の変形例のラス張り構造壁体Bを用い
た断熱構造の施工方法は第1実施例と同様である。また
ラス張り構造壁体Bの製造方法は第2の変形例と同様で
あり、ラス体220の発泡樹脂板210への押しつけ
は、ラス網221と発泡樹脂板210との間に所定の隙
間が残る程度で止めるようにする。
The method of constructing the heat insulating structure using the lathed wall B of the third modification is the same as that of the first embodiment. The method for manufacturing the lath-clad structure wall body B is the same as that of the second modified example. When the lath body 220 is pressed against the foamed resin plate 210, a predetermined gap is formed between the lath net 221 and the foamed resin plate 210. Try to stop it when it remains.

【0028】第3の変形例のラス張り構造壁体Bの作
用、効果は第2の変形例の場合とほぼ同様であるが、補
強部材222がトラス構造体であるから、その剛性によ
りラス張り構造壁体の剛性が更に向上し、ラス網221
の変形が確実に防止され、モルタルmにクラックが発生
することがない。なお、上記第2の変形例と同様に凹陥
部212に接着剤等を充填してもよい。
The action and effect of the lathed structure wall body B of the third modified example are almost the same as those of the second modified example, but since the reinforcing member 222 is a truss structure, the rigidity of the lathed structural wall body B is increased. The rigidity of the structural wall is further improved, and the lath net 221
Of the mortar m is prevented and the mortar m is not cracked. Note that the concave portion 212 may be filled with an adhesive or the like as in the second modified example.

【0029】先の第2の変形例では鋼線で補強部材12
2を構成したが、格子状金網を補強部材としてもよい。
それを更に変形させたものが図21に示す第4の変形例
のラス張り構造壁体Bである。すなわち、図22に示す
ように格子状金網を補強部材322とし、ラス網321
の一側面にこの補強部材322を固定してラス体320
とし、このラス体320の補強部材322が、発泡樹脂
板310において熱溶融により形成された凹陥部312
に嵌入している構成である。ここで、ラス網321は要
所要所に凸部321aが形成され、この凸部321aが
補強部材322に溶接等で固定されている。ラス網32
1は例えば第1実施例で示したもの20でも第1の変形
例で示したもの20’でもよい。上記凹陥部312は、
開口形状が上記補強部材322の発泡樹脂板310への
投影形状にほぼ一致し且つ深さは補強部材322の厚み
と一致する程度に形成されている。
In the second modified example described above, the reinforcing member 12 is made of steel wire.
Although 2 is configured, a grid-like wire mesh may be used as the reinforcing member.
A further modification thereof is the lath structure wall B of the fourth modification shown in FIG. That is, as shown in FIG. 22, a lattice-shaped metal net is used as a reinforcing member 322, and a lath net 321 is used.
The reinforcing member 322 is fixed to one side surface of the lath body 320.
The reinforcing member 322 of the lath body 320 is formed in the foamed resin plate 310 by heat melting to form a concave portion 312.
It is a structure that is inserted into. Here, the lath net 321 has a convex portion 321a formed at a required position, and the convex portion 321a is fixed to the reinforcing member 322 by welding or the like. Lath net 32
1 may be, for example, the one 20 shown in the first embodiment or the one 20 'shown in the first modification. The concave portion 312 is
The opening shape is formed so as to substantially match the projection shape of the reinforcing member 322 on the foamed resin plate 310 and the depth thereof to match the thickness of the reinforcing member 322.

【0030】第4の変形例のラス張り構造壁体Bを用い
た断熱構造の施工方法は第1実施例と同様である。また
ラス張り構造壁体Bの製造方法は第2の変形例と同様で
あり、ラス体320の発泡樹脂板310への押しつけ
は、ラス網321と発泡樹脂板310との間に所定の隙
間が残る程度で止めるようにする。
The method of constructing the heat insulating structure using the lath structure wall B of the fourth modification is the same as that of the first embodiment. The method for manufacturing the lath-clad structure wall body B is the same as that of the second modified example, and when the lath body 320 is pressed against the foamed resin plate 310, a predetermined gap is formed between the lath net 321 and the foamed resin plate 310. Try to stop it when it remains.

【0031】第4の変形例のラス張り構造壁体Bの作
用、効果は第2の変形例とほぼ同様であるが、補強部材
322が格子状金網であるから、その剛性によりラス張
り構造壁体の剛性が更に向上し、ラス網321の変形が
確実に防止され、モルタルmにクラックが発生すること
がない。なお、上記第2の変形例と同様に凹陥部312
に接着剤等を充填してもよい。
The operation and effect of the lath-clad structure wall body B of the fourth modified example are almost the same as those of the second modified example, but since the reinforcing member 322 is a lattice-shaped wire mesh, the rigidity of the lath-clad structural wall is due to its rigidity. The rigidity of the body is further improved, the deformation of the lath net 321 is reliably prevented, and the mortar m is not cracked. It should be noted that the concave portion 312 is the same as in the second modified example.
It may be filled with an adhesive or the like.

【0032】なお、上記第2ないし第4の変形例では加
熱したラス体を発泡樹脂板に押し付けてラス張り構造壁
体を製造したが、ラス体の補強部材と同様な形状の治具
を別途に用意し、この治具を加熱して発泡樹脂板に押し
付けて凹陥部を形成し、その後に治具を発泡樹脂板から
引き離し、次いで凹陥部にラス体の補強部材を嵌入して
ラス張り構造壁体を製造するようにしてもよい。或い
は、発泡樹脂板の成形時に凹陥部を同時成形し、次いで
凹陥部にラス体の補強部材を嵌入してラス張り構造壁体
を製造するようにしてもよい。
In the second to fourth modified examples, the heated lath body is pressed against the foamed resin plate to manufacture the lath-clad structure wall body, but a jig having the same shape as the reinforcing member of the lath body is separately provided. The jig is heated and pressed against the foamed resin plate to form a recessed part, then the jig is separated from the foamed resin plate, and then the reinforcing member of the lath body is fitted into the recessed part to form a lath structure. You may make it manufacture a wall body. Alternatively, the recessed portion may be formed at the same time when the foamed resin plate is formed, and then the reinforcing member of the lath body may be fitted into the recessed portion to manufacture the lath structure wall body.

【0033】片面ラス張り構造壁体Bの第5の変形例を
図23に示す。この変形例では、図24に示すように、
ラス網421の上に更にラス網422を溶接等で固定
し、この複合ラス網420を発泡樹脂板410に熱溶着
している。第5の変形例のラス張り構造壁体Bを用いた
断熱構造の施工方法は第1実施例と同様である。またラ
ス張り構造壁体Bの製造方法は第2の変形例と同様であ
る。またラス張り構造壁体Bの作用、効果は第2の変形
例とほぼ同様であるが、ラス網が2枚固定されているか
ら、その剛性によりラス張り構造壁体Bの剛性が更に向
上する。
FIG. 23 shows a fifth modification of the one-sided lath structure wall B. In this modified example, as shown in FIG.
A lath net 422 is further fixed on the lath net 421 by welding or the like, and the composite lath net 420 is heat-welded to the foamed resin plate 410. The method of constructing the heat insulating structure using the lath-clad structure wall body B of the fifth modified example is the same as that of the first embodiment. The method of manufacturing the lath structure wall B is the same as in the second modification. Further, the action and effect of the lath structure wall B are almost the same as those of the second modification, but since two lath nets are fixed, the rigidity of the lath structure wall B is further improved by its rigidity. .

【0034】以上のいずれの実施例においても、ラス網
及び補強部材の材質は鋼である必要はなく、アルミ合金
など他の金属で形成してもよい。さらに、樹脂であって
もよい。その場合、ラス網及び補強部材は発泡樹脂板よ
りも溶融温度が高い材質である必要がある。また、各変
形例において発泡樹脂板の他側面にもラス網又はラス体
を熱溶着すれば、両面ラス張り構造壁体BBを作ること
ができる。
In any of the above embodiments, the lath net and the reinforcing member do not have to be made of steel, but may be made of other metal such as aluminum alloy. Further, it may be a resin. In that case, the lath net and the reinforcing member must be made of a material having a higher melting temperature than the foamed resin plate. Further, in each modification, the lath net or lath body is heat-welded to the other side surface of the foamed resin plate, whereby the double-sided lath structure wall body BB can be formed.

【0035】また上記各実施例ではラス網又はラス体に
防錆処理又は防水処理を施したが、このような処理は必
ずしも必要ない。そして製造方法において防錆処理又は
防水処理を最後の工程で施したが、ラス網又はラス体に
予め防錆処理又は防水処理を施しておいてから発泡樹脂
板に熱溶着するようにしてもよい。さらに製造方法にお
いてラス網又はラス体の予熱工程はラス網又はラス体の
加熱をスムーズに行う上で好ましいが、必須の工程では
ない。同様に最後に全体を強制冷却する工程は製造効率
を上げる点で好ましいが、これも必須の工程ではない。
Although the lath net or the lath body is subjected to the rust prevention treatment or the waterproof treatment in each of the above-mentioned embodiments, such treatment is not always necessary. Then, in the manufacturing method, the rustproofing treatment or waterproofing treatment was performed in the last step, but the lath net or the lath body may be previously subjected to rustproofing treatment or waterproofing treatment and then heat-sealed to the foamed resin plate. . Further, in the manufacturing method, the step of preheating the lath net or the lath body is preferable for smoothly heating the lath net or the lath body, but it is not an essential step. Similarly, the step of finally forcibly cooling the whole is preferable from the viewpoint of increasing manufacturing efficiency, but this is not an essential step.

【0036】さらに上記断熱構造の実施例及びラス張り
構造壁体の変形例では、平面状のラス張り構造壁体を前
提にして説明したが、本発明の断熱構造は、コーナー部
(例えば出隅構造或いは入隅構造など)に用いるような
断面L字形のラス張り構造壁体を使用しても施工するこ
とができる。
Furthermore, in the above-mentioned embodiment of the heat insulating structure and the modified example of the lath structure wall body, the explanation was made on the premise of the planar lath structure wall body, but the heat insulation structure of the present invention has a corner portion (for example, a projected corner). It can also be constructed by using a lathed structure wall body having an L-shaped cross section, such as a structure or a corner structure.

【0037】なお、各実施例では、ラス網或いはラス体
補強部材の片面が、ほぼ全面にわたって発泡樹脂板に熱
溶着しているラス張り構造壁体を使用したが、必ずしも
全面で発泡樹脂板に熱溶着している必要はなく、例えば
ラス網においてはその要所要所に凸部を多数形成し、こ
の凸部のみを発泡樹脂板に熱溶着してもよいし、逆に発
泡樹脂板の要所要所に凸部を多数形成し、ラス網を発泡
樹脂板の凸部においてのみ熱溶着してもよい。このよう
にすれば、熱溶着している部位の周辺を除いてラス網と
発泡樹脂板との間に隙間が形成されるから、この隙間へ
モルタルmが入ってラス網を抱き込むようにして固ま
り、これによって壁強度が向上し、またモルタルmを厚
く形成できる。また発泡樹脂板の一側面にラス網又はラ
ス体を直に配置したが、直ではなく、発泡樹脂板の側面
にコーティングを施したりシートを張ったりした上から
ラス網又はラス体を熱溶着するようにしてもよい。
In each of the examples, the lath-tensioned structure wall body in which one surface of the lath net or lath body reinforcing member is heat-welded to the foamed resin plate over almost the entire surface is used, but the entire surface is not necessarily covered with the foamed resin plate. It is not necessary to perform heat welding, and for example, in a lath net, a large number of convex portions may be formed at the required points, and only these convex portions may be heat-welded to the foamed resin plate. You may form many convex parts in a required place and heat-weld a lath net only in the convex part of a foamed resin plate. By doing so, a gap is formed between the lath net and the foamed resin plate except for the periphery of the heat-welded portion, so that the mortar m enters the gap and is solidified by hugging the lath net, Thereby, the wall strength is improved and the mortar m can be formed thick. Further, although the lath net or lath body is directly arranged on one side of the foamed resin plate, the lath net or lath body is not directly mounted but the side face of the foamed resin plate is coated or the sheet is stretched and then the lath net or lath body is heat-welded. You may do it.

【0038】[0038]

【発明の効果】以上説明したように、請求項1の断熱構
造によれば、発泡樹脂板の断熱性により床下空間の保温
性を向上できると共に、発泡樹脂板とコンクリートとの
結合力を高めることができ、また予めラス張り構造壁体
を作っておくことにより、断熱構造の施工作業性の向上
を図ることができ、しかもラス張り構造壁体の自立性に
より、別途に型枠を使うことなくコンクリートが打設で
き、断熱構造の施工作業性を更に向上させることができ
る。
As described above, according to the heat insulating structure of claim 1, the heat insulating property of the foamed resin plate can improve the heat retaining property of the underfloor space, and the bonding force between the foamed resin plate and the concrete can be enhanced. In addition, the workability of the heat insulation structure can be improved by making the lath-clad structure wall body in advance, and the self-supporting property of the lath-clad structure wall body does not require a separate formwork. Concrete can be poured and the workability of the heat insulating structure can be further improved.

【0039】請求項2の断熱構造によれば、いわゆる共
ぎき作用及び三次発泡による凹陥部開口付近の狭まりに
より補強部材の保持強度が高くなり、またラス網と発泡
樹脂板との間の隙間へモルタルが入ってラス網を抱き込
むようにして固まるから、発泡樹脂板とコンクリートと
の結合力を高くすることができる。
According to the heat insulating structure of the second aspect, the so-called co-joining action and the narrowing in the vicinity of the opening of the recessed portion due to the tertiary foaming increase the holding strength of the reinforcing member, and also to the gap between the lath net and the foamed resin plate. Since the mortar enters and solidifies by enclosing the lath net, it is possible to increase the bonding force between the foamed resin plate and the concrete.

【0040】請求項3の断熱構造によれば、ラス張り構
造壁体の他側面においても、モルタル等を発泡樹脂板に
確実に付着させることができる。
According to the heat insulating structure of the third aspect, the mortar and the like can be surely attached to the foamed resin plate even on the other side surface of the lath structure wall body.

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

【図1】第1実施例の断熱構造の縦断側面図、FIG. 1 is a vertical sectional side view of a heat insulating structure according to a first embodiment,

【図2】図1の要部拡大図、FIG. 2 is an enlarged view of a main part of FIG.

【図3】第1実施例で使用したラス張り構造壁体の斜視
図、
FIG. 3 is a perspective view of a lath structure wall used in the first embodiment,

【図4】同じくラス張り構造壁体の拡大平面図、FIG. 4 is an enlarged plan view of a lath structure wall,

【図5】図4のV−V線断面における拡大端面図、5 is an enlarged end view taken along the line VV of FIG.

【図6】第1実施例の断熱構造の第1施工段階を示す縦
断面側面図、
FIG. 6 is a vertical sectional side view showing a first construction stage of the heat insulating structure of the first embodiment;

【図7】第2施工段階を示す図6相当図、FIG. 7 is a view corresponding to FIG. 6 showing the second construction stage,

【図8】第1実施例で使用したラス張り構造壁体の第1
製造工程を示す説明図、
FIG. 8 is a first lath structure wall body used in the first embodiment.
Explanatory drawing showing the manufacturing process,

【図9】同じく第2製造工程を示す説明図、FIG. 9 is an explanatory view showing a second manufacturing process,

【図10】第2実施例の断熱構造の縦断側面図、FIG. 10 is a vertical sectional side view of the heat insulating structure according to the second embodiment;

【図11】第3実施例の断熱構造の縦断側面図、FIG. 11 is a vertical sectional side view of the heat insulating structure of the third embodiment,

【図12】第4実施例の断熱構造の縦断側面図、FIG. 12 is a vertical sectional side view of a heat insulating structure according to a fourth embodiment,

【図13】片面ラス張り構造壁体の第1の変形例を示す
図5相当図、
FIG. 13 is a view corresponding to FIG. 5 showing a first modified example of the one-sided lath structure wall body;

【図14】そのラス網の拡大側面図、FIG. 14 is an enlarged side view of the lath net,

【図15】同じくラス網の拡大平面図、FIG. 15 is an enlarged plan view of the lath net,

【図16】片面ラス張り構造壁体の第2の変形例を示す
図5相当図、
FIG. 16 is a view corresponding to FIG. 5 showing a second modified example of the single-sided lath structure wall body;

【図17】その補強部材を先端側からみた拡大断面図、FIG. 17 is an enlarged cross-sectional view of the reinforcing member as seen from the tip side.

【図18】接着剤を使用したときの図17相当図、FIG. 18 is a view corresponding to FIG. 17 when an adhesive is used,

【図19】片面ラス張り構造壁体の第3の変形例を示す
図5相当図、
FIG. 19 is a view corresponding to FIG. 5 showing a third modified example of the single-sided lath structure wall body;

【図20】そのラス網及び補強部材を分離して示す拡大
組立斜視図、
FIG. 20 is an enlarged assembly perspective view showing the lath net and the reinforcing member separately.

【図21】片面ラス張り構造壁体の第4の変形例を示す
図5相当図、
FIG. 21 is a view corresponding to FIG. 5 showing a fourth modified example of the one-sided lath structure wall body;

【図22】そのラス網及び補強部材を分離して示す拡大
組立斜視図、
FIG. 22 is an enlarged assembly perspective view showing the lath net and the reinforcing member separately.

【図23】片面ラス張り構造壁体の第5の変形例を示す
図5相当図、
FIG. 23 is a view corresponding to FIG. 5 showing a fifth modification of the single-sided lath structure wall body;

【図24】その複合ラス網を分離して示す拡大組立斜視
図である。
FIG. 24 is an enlarged assembly perspective view showing the composite lath net separately.

【符号の説明】 BB ラス張り構造壁体 B ラス張り構造壁体 A 基礎 m モルタル C コンパネ 10 発泡樹脂板 20 ラス網 10’ 発泡樹脂板 20’ ラス網 110 発泡樹脂板 112 凹陥部 120 ラス体 121 ラス網 122 補強部材 210 発泡樹脂板 212 凹陥部 220 ラス体 221 ラス網 222 補強部材 310 発泡樹脂板 312 凹陥部 320 ラス体 321 ラス網 322 補強部材 410 発泡樹脂板 420 ラス網[Explanation of reference numerals] BB Lath-clad structure wall body B Las-clad structure wall body A Foundation m Mortar C Control panel 10 Foam resin plate 20 Lath net 10 'Foam resin plate 20' Lath net 110 Foam resin plate 112 Recessed portion 120 Lath body 121 Lath net 122 Reinforcing member 210 Foam resin plate 212 Recessed portion 220 Lath body 221 Lath net 222 Reinforcing member 310 Foam resin plate 312 Recessed portion 320 Lath body 321 Lath net 322 Reinforcing member 410 Foam resin plate 420 Lath net

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】発泡樹脂板の少なくとも一側面にラス網を
熱溶着してなるラス張り構造壁体が、コンクリート製基
礎の少なくとも一側面に対してラス網側で接合している
ことを特徴とする建築物の基礎における断熱構造。
1. A lath-clad structure wall body obtained by heat-welding a lath net to at least one side surface of a foamed resin plate is joined to at least one side surface of a concrete foundation on the lath net side. Insulation structure in the foundation of a living building.
【請求項2】請求項1記載の建築物の基礎における断熱
構造において、発泡樹脂板の少なくとも一側面にラス網
を熱溶着してなるラス張り構造壁体に代えて、ラス網の
一側面に補強部材を固定してなるラス体と、熱溶融によ
り形成され且つ補強部材が嵌入する凹陥部を少なくとも
一側面に有する発泡樹脂板とからなるラス張り構造壁体
を備えた建築物の基礎における断熱構造。
2. The heat insulating structure for a building foundation according to claim 1, wherein one side surface of the lath net is replaced with a lath structure wall body in which a lath net is heat-welded to at least one side surface of a foamed resin plate. Heat insulation in the foundation of a building including a lath structure wall body including a lath body to which a reinforcing member is fixed, and a foamed resin plate that is formed by heat fusion and has a recessed portion into which the reinforcing member fits, at least on one side surface. Construction.
【請求項3】ラス張り構造壁体の他側面にもラス網又は
ラス体が、熱溶着により又は補強部材の凹陥部への嵌入
により取り付けられており、この他側面のラス網にコン
クリート又はモルタルが付着している請求項1又は2記
載の建築物の基礎における断熱構造。
3. A lath net or lath body is also attached to the other side surface of the lath structure wall body by heat welding or by fitting the reinforcing member into the recessed portion, and concrete or mortar is attached to the lath net on the other side surface. The heat insulating structure in the foundation of the building according to claim 1 or 2, to which is adhered.
【請求項4】ラス張り構造壁体を立設し、このラス張り
構造壁体を型枠として、そのラス網側にコンクリートを
打設する請求項1ないし3のうちいずれか1項に記載の
断熱構造の施工方法。
4. The lath-tensioned structure wall body is provided upright, and the lath-tensioned structure wall body is used as a formwork, and concrete is placed on the lath net side thereof. How to construct a heat insulating structure.
JP27565494A 1994-10-13 1994-10-13 Insulation structure in building foundation and construction method thereof Pending JPH08109652A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27565494A JPH08109652A (en) 1994-10-13 1994-10-13 Insulation structure in building foundation and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27565494A JPH08109652A (en) 1994-10-13 1994-10-13 Insulation structure in building foundation and construction method thereof

Publications (1)

Publication Number Publication Date
JPH08109652A true JPH08109652A (en) 1996-04-30

Family

ID=17558481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27565494A Pending JPH08109652A (en) 1994-10-13 1994-10-13 Insulation structure in building foundation and construction method thereof

Country Status (1)

Country Link
JP (1) JPH08109652A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189972A (en) * 2009-02-20 2010-09-02 Shoji Matsuzawa External heat insulating foundation structure and method of constructing the same
CN107119813A (en) * 2016-02-25 2017-09-01 北京杰特莱斯节能科技有限公司 AB assembled architectures energy-saving heat-insulating wall and wall body decoration integral system
CN112251556A (en) * 2020-09-30 2021-01-22 广东韶钢松山股份有限公司 Method for recovering performance of grate support column equipment of blast furnace hot blast stove

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010189972A (en) * 2009-02-20 2010-09-02 Shoji Matsuzawa External heat insulating foundation structure and method of constructing the same
CN107119813A (en) * 2016-02-25 2017-09-01 北京杰特莱斯节能科技有限公司 AB assembled architectures energy-saving heat-insulating wall and wall body decoration integral system
CN112251556A (en) * 2020-09-30 2021-01-22 广东韶钢松山股份有限公司 Method for recovering performance of grate support column equipment of blast furnace hot blast stove

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