JPH07300964A - Lath attached structural wall body and manufacture thereof - Google Patents

Lath attached structural wall body and manufacture thereof

Info

Publication number
JPH07300964A
JPH07300964A JP11747494A JP11747494A JPH07300964A JP H07300964 A JPH07300964 A JP H07300964A JP 11747494 A JP11747494 A JP 11747494A JP 11747494 A JP11747494 A JP 11747494A JP H07300964 A JPH07300964 A JP H07300964A
Authority
JP
Japan
Prior art keywords
lath
plate
resin plate
foamed resin
net
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
JP11747494A
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 JP11747494A priority Critical patent/JPH07300964A/en
Publication of JPH07300964A publication Critical patent/JPH07300964A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To obtain the wall body, which can secure the heat construction insulating property and cope with the moisture condensation and secure the self-support and reduce the man-hour and which enables the construction of a thin wall, at a low cost by utilizing a foaming res.in plate as a heat insulating material, and strongly unifying this foaming resin plate and a plate material through a lath net. CONSTITUTION:A lath net 20 is fused for fixation to at least one side surface of a foaming resin plate 10 by heating, and a plate material 50 is fixed to this lath net 20. A lath body 120, in which a reinforcing member 122 is fixed to one side surface of the lath net 121, is provided, and the reinforcing member 122 of this lath body 120 is fitted in a recessed part 112 formed in at least one side surface of the foaming resin plate 10 by the thermal fusion, and a plate material 150 is fixed to the lath net of the lath body 120. The lath net or the lath body is welded with the plate material 150 so as to form a compound material, and the.lath net or the lath body of this compound material is fused for fixation to the side surface of the foaming resin plate by heating.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は発泡樹脂板に板材を接合
してなる構造壁体に関し、建築物の壁として利用するも
のに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural wall body obtained by joining a plate material to a foamed resin plate, and to a structure wall used as a wall of a building.

【0002】[0002]

【従来の技術】一般に、倉庫等の建築物の壁を施工する
場合、フレームを立設し、これに鉄板を張ることが行わ
れるが、この壁に断熱性を付与したいときには鉄板の内
側にグラスウール等の断熱材が取り付けられる。
2. Description of the Related Art Generally, when constructing a wall of a building such as a warehouse, a frame is erected and a steel plate is put on the frame. However, when it is desired to provide heat insulation to the wall, glass wool is placed inside the steel plate. Insulation material such as is attached.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来の壁
では温度差により鉄板の内側に結露が生じると、グラス
ウールが徐々にこの結露を吸収して変質し、数年経てば
断熱材として機能しなくなるという不具合が生じる。し
かも、施工工数が多くかかるということから、この点に
おいても改善が要望されていた。
However, in the above conventional wall, when dew condensation occurs on the inside of the iron plate due to the temperature difference, the glass wool gradually absorbs the dew condensation and deteriorates, and after several years, it functions as a heat insulating material. The problem of disappearing occurs. Moreover, since it takes a lot of construction man-hours, improvement has been demanded also in this respect.

【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、断熱材として
発泡樹脂板を使用し、この発泡樹脂板と板材とをラス網
を介して強固に一体化することにより、断熱性を確保し
ながら結露対策が施せると共に自立性を確保して施工工
数が低減でき且つ、さらに薄壁の施工を可能とする壁体
を低コストで提供することにある。
The present invention has been made paying attention to such a point, and an object thereof is to use a foamed resin plate as a heat insulating material and to pass the foamed resin plate and the plate material through a lath net. By firmly and integrally integrating them, it is possible to take measures against dew condensation while ensuring heat insulation, to ensure independence, to reduce the number of construction steps, and to provide a wall body that enables thin wall construction at low cost. Especially.

【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のラス張り構造壁体は、発泡樹脂板の少な
くとも一側面にラス網を熱溶着し、このラス網に板材を
固定する構成である。
In order to achieve the above object, in the lath-clad structure wall body according to the first aspect, a lath net is heat-welded to at least one side surface of a foamed resin plate, and the plate member is fixed to the lath net. It is a composition.

【0006】請求項2のラス張り構造壁体は、ラス網の
一側面に補強部材を固定してなるラス体を備え、このラ
ス体の補強部材が、発泡樹脂板の少なくとも一側面にお
いて熱溶融により形成された凹陥部に嵌入しており、こ
のラス体のラス網に板材を固定した構成である。
According to a second aspect of the present invention, there is provided a lath structure wall body which includes a lath body having a reinforcing member fixed to one side surface of the lath net, and the reinforcing member of the lath body is heat-melted on at least one side surface of the foamed resin plate. The lath net of this lath body is fitted with a plate member.

【0007】請求項3のラス張り構造壁体の製造方法
は、板材にラス網又はラス体を溶接して複合材とし、こ
の複合材のラス網又はラス体を発泡樹脂板の側面に熱溶
着する構成である。
According to a third aspect of the present invention, the lath-clad structure wall body is manufactured by welding a lath net or lath body to a plate material to form a composite material, and lath net or lath body of the composite material is heat-welded to the side surface of the foamed resin plate. This is the configuration.

【0008】[0008]

【作用】請求項1及び2のラス張り構造壁体で壁を施工
した場合、発泡樹脂板を使用するから結露が生じること
がなく変質せずに断熱性が持続して発揮される。そして
請求項1ではラス網と発泡樹脂板が、請求項2ではラス
体と発泡樹脂板が一体化され、更にラス網に板材が溶接
により固定されるから、ラス張り構造壁体の剛性が向上
し、自立性が得られて施工工数が減る。また壁体自体が
薄く形成される。しかも発泡樹脂板の表面に、ラス網又
はラス体の熱溶着時に溶融して固まった再生層ができ、
この再生層が防水機能を発揮する。
When the wall is constructed with the lathed structure wall body according to the first and second aspects, since the foamed resin plate is used, dew condensation does not occur and the heat insulating property is continuously exhibited without deterioration. Further, since the lath net and the foamed resin plate are integrated in claim 1 and the lath body and the foamed resin plate are integrated in claim 2, and the plate material is fixed to the lath net by welding, the rigidity of the lath structure wall is improved. However, the independence is obtained and the construction man-hour is reduced. Also, the wall itself is formed thin. Moreover, on the surface of the foamed resin plate, a regenerated layer that is melted and solidified during heat welding of the lath net or lath body is formed,
This reproduction layer has a waterproof function.

【0009】請求項2のラス張り構造壁体は、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)。
In the lathed structure wall body according to a second aspect of the present invention, when there are a plurality of recesses, the holding strength of the reinforcement member is further increased by the mutual action of the frictional force between the side wall of the recess and the reinforcement member. . 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).

【0010】[0010]

【実施例】以下、実施例を説明する。図1ないし図3は
本発明に係るラス張り構造壁体の第1実施例を示す。同
図において10は発泡樹脂板であって、この発泡樹脂板
10の一側面にラス網20が直に配置され、このラス網
20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2及び図3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。
EXAMPLES Examples will be described below. 1 to 3 show a first embodiment of a lath structure wall according to the present invention. In the figure, reference numeral 10 denotes a foamed resin plate, and a lath net 20 is directly arranged on one side surface of the foamed resin plate 10. One side of the lath net 20 is heat-welded to the foamed resin plate 10 over substantially 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.
(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.

【0011】そして、上記ラス網20に薄板鋼板(板
材)50が溶接によって固定されている。溶接はラス網
20に薄板鋼板50を重ね、要所要所に集中的に通電す
ることにより行われる。また、上記ラス網20及び薄板
鋼板50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及び薄板鋼板50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。
A thin steel plate (plate material) 50 is fixed to the lath net 20 by welding. Welding is performed by stacking a thin steel plate 50 on the lath net 20 and energizing electricity to a required place in a concentrated manner. Further, the lath net 20 and the thin steel plate 50 are rustproofed or waterproofed. That is, the lath net 20 and the thin steel plate 50 are coated with a tar-based material such as coal tar, an adhesive, or a resin material.

【0012】上記第1実施例のラス張り構造壁体を用い
た壁の施工方法であるが、基本的には図3に示すように
ラス張り構造壁体を施工現場に立設された支柱に順次打
ち付けて立設し、或いは薄板鋼板50が上面になるよう
に天面に張る。あとは必要に応じて薄板鋼板50の表面
や、発泡樹脂板10の内面に塗料を塗布したり、或いは
壁紙等の表面処理を行うなど自在に処理すればよい。ま
た、ラス張り構造壁体同士の間に形成された目地にはコ
ーキング材等を充填すればよい。
The wall construction method using the lath-clad structure wall body of the first embodiment is basically as follows. Basically, as shown in FIG. 3, the lath-clad structure wall body is used as a pillar standing on the construction site. It is sequentially struck and erected, or it is stretched on the top surface so that the thin steel plate 50 is the upper surface. After that, if necessary, the surface of the thin steel plate 50 or the inner surface of the foamed resin plate 10 may be coated with a paint, or may be subjected to a surface treatment such as wallpaper so that it can be freely treated. Further, the joints formed between the lath structure wall bodies may be filled with caulking material or the like.

【0013】次に、上記第1実施例のラス張り構造壁体
の製造方法を説明する。まず、薄板鋼板50にラス網2
0を溶接して複合材Cとし、この複合材Cのラス網20
を発泡樹脂板10の側面に熱溶着する。複合材Cには熱
溶着する前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おく。そして熱溶
着工程では、図4に示すように複合材C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31,32によ
り複合材Cを発泡樹脂板10の溶融温度を超える温度ま
で加熱して複合材C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120度ないし20
0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5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を上昇させて複合材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
複合材Cから離して退避させ、発泡樹脂板10及び複合
材Cに冷風又は冷水を当てるなどして全体を強制的に冷
却して製造を完了する。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
予熱したり種々変更できることは勿論である。
Next, a method of manufacturing the lath structure wall body of the first embodiment will be described. First, lath mesh 2 on thin steel plate 50
0 is welded to form a composite material C, and the lath net 20 of the composite material C
Is heat-welded to the side surface of the foamed resin plate 10. The composite material C is subjected to rust prevention treatment or waterproof treatment by applying a tar-based material, an adhesive agent or the like before heat welding. Then, in the heat welding step, as shown in FIG. 4, the composite material C is sandwiched by a pair of heat generating plates 31 and 32 provided so as to be movable in the vertical direction and the horizontal direction, respectively. The composite material C is preheated by heating C to a temperature exceeding the melting temperature of the foamed resin plate 10. The preheating temperature may be 80 degrees Celsius or more when the foamed resin plate 10 is foamed polystyrene, for example, preferably 100 degrees Celsius to 210 degrees Celsius, and more preferably 120 degrees Celsius to 20 degrees Celsius.
It is about 0 degree, and can be appropriately selected in relation to the pushing time and the pushing pressure into the foamed resin plate 10. Next, one heat generating 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. 5, and the other heat generating plate 32 is raised to heat the composite material 20. It is pressed against the foamed resin plate 10 until a part of the lath net 20 is heat-welded to the foamed resin plate 10. After that, the heat generating plate 32 is separated from the composite material C and retracted, and cold air or cold water is applied to the foamed resin plate 10 and the composite material C to forcibly cool the whole, thereby completing the manufacturing. 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, and the foamed resin plate 10 can be preheated. is there.

【0014】従って、上記第1実施例のラス張り構造壁
体においては、壁を施工した場合、発泡樹脂板10を使
用するから結露が生じることがなく変質せずに断熱性が
持続して発揮される。そしてラス網20が発泡樹脂板1
0に熱溶着して一体化され、更にラス網20に薄板鋼板
50が溶接により固定されるからラス張り構造壁体の剛
性が向上する。このため、ラス張り構造壁体に自立性が
得られ、壁体を簡単に立設できて施工工数が減る。さら
に発泡樹脂板10に薄いラス網20及び薄板鋼板50が
付く構成であるから、壁の厚みを薄くすることができ、
従って薄壁でも施工が可能であり、製造コストも安い。
また、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。しかもラス網20及び薄板鋼板
50に防錆処理又は防水処理が施されるからラス網20
及び薄板鋼板50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。従って建築物の
壁、コンクリートパネル等として利用するのに最適であ
る。さらに、上記製造方法によれば作業が簡単であり、
ラス張り構造壁体の生産効率を高めることができる。
Therefore, in the lathed structure wall body of the first embodiment, when the wall is constructed, since the foamed resin plate 10 is used, dew condensation does not occur and the heat insulating property is continuously exhibited without deterioration. To be done. And the lath net 20 is the foamed resin plate 1
Since the thin steel plate 50 is fixed to the lath net 20 by welding, the rigidity of the lath-clad structure wall body is improved. Therefore, the lath-structured wall body can be self-supporting, the wall body can be easily erected, and the number of construction steps can be reduced. Further, since the foamed resin plate 10 has the thin lath net 20 and the thin steel plate 50, the wall thickness can be reduced,
Therefore, construction can be performed even with thin walls, and the manufacturing cost is low.
In addition, on the surface of the foamed resin plate 10, there is formed a regenerated layer 13 that is melted and solidified when the lath net 20 is thermally welded.
Has a waterproof function. Moreover, since the lath net 20 and the thin steel plate 50 are subjected to rust prevention treatment or waterproof treatment, the lath net 20
Also, the thin steel plate 50 does not rust for a long period of time or repels water, and the durability of the wall is improved. Therefore, it is most suitable for use as a building wall, concrete panel, etc. Further, according to the above manufacturing method, the work is easy,
The production efficiency of the lath structure wall can be improved.

【0015】図6は第2実施例のラス張り構造壁体を示
す。第2実施例ではラス網全体が波状に形成されてい
る。すなわち、図7及び図8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、発泡樹脂板10’の一
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
と共に、このラス網20’に薄板鋼板(板材)50’を
溶接により固定している。その作用、効果及び施工方法
並びに製造方法は第2実施例と同様である。
FIG. 6 shows a lath structure wall of the second embodiment. In the second embodiment, the entire lath net is formed in a wavy shape. That is, as shown in FIG. 7 and FIG.
Is a shutter-shaped door formed by inserting a large number of slits in a thin steel plate and raising the slits at an angle, and is curved and formed in a wavy shape as a whole. A lath net 20 'is disposed on one side of the foamed resin plate 10', and only the bent portion of the lath net 20 'is heat-welded to the foamed resin plate 10', and a thin steel plate is attached to the lath net 20 '. (Plate material) 50 'is fixed by welding. The operation, effect, construction method, and manufacturing method are the same as in the second embodiment.

【0016】図9及び図10は第3実施例のラス張り構
造壁体を示す。第3実施例ではラス網121の一側面に
補強部材122を複数固定してラス体120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と共に、このラス網12
1に薄板鋼板(板材)150を溶接により固定してい
る。ラス網121は例えば第1実施例で示したものでも
第2実施例で示したものでもよい。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112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。
FIG. 9 and FIG. 10 show a lath structure wall of the third embodiment. In the third embodiment, a plurality of reinforcing members 122 are fixed to one side surface of the lath net 121 to form a lath body 120. A plurality of reinforcing members 122 of the lath body 120 are formed on the foamed resin plate 110 by heat melting. Of the lath net 12
A thin steel plate (plate material) 150 is fixed to the first plate 1 by welding. The lath network 121 may be, for example, the one shown in the first embodiment or the one shown in the second embodiment. In addition, 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 to be L-shaped and is fitted into the recess 112. 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.

【0017】上記第3実施例のラス張り構造壁体を用い
た壁の施工方法は第1実施例と同様である。またラス張
り構造壁体の製造方法も第1実施例と同様であるが、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1
22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11
0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11
0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12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1
10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 a wall using the lath structure wall body of the third embodiment is the same as that of the first embodiment. Further, the method of manufacturing the lath-clad structure wall body is similar to that of the first embodiment, except that the lath body 120 replaces the lath net 20 as the object sandwiched by the pair of heat generating plates 31 and 32. In this case, the reinforcing member 1
22 is placed on the heating plate 31, and the lath net 121 is placed on the heating plate 32. Then, the foamed resin plate 11
0 is carried in while being held by the carrier 40, and the heating plate 32 is raised to heat the lath body 120 and the foamed resin plate 11
When pressed to 0, the heated reinforcing member 122 melts and invades the foamed resin plate 110 to form the recess 112.
As shown in FIG. 12, the vicinity of the opening of the recess 112 is narrowed by the tertiary foaming. After that, the whole is cooled to complete the production. In this case, the lath body 120 and the foamed resin plate 1 are pressed against the foamed resin plate 110.
It is stopped so that a predetermined gap is left between 10 and 10.

【0018】上記第3実施例のラス張り構造壁体の作
用、効果は第1実施例とほぼ同様であり、すなわち壁を
施工した場合、発泡樹脂板110を使用するから結露が
生じることがなく変質せずに断熱性が持続して発揮され
る。そして補強部材122が発泡樹脂板110に熱溶着
してラス体120及び発泡樹脂板110が一体化され、
更にラス体120に薄板鋼板150が溶接により固定さ
れているから、ラス張り構造壁体の剛性が向上する。こ
のため、ラス張り構造壁体に自立性が得られ、壁体を簡
単に立設できて施工工数が減る。さらに発泡樹脂板11
0に対し、薄いラス網121及び薄板鋼板150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
て薄壁でも施工が可能であり、また製造コストが安い。
しかも上記製造方法によれば作業が簡単であり、ラス張
り構造壁体の生産効率を高めることができる。
The operation and effect of the lathed structure wall body of the third embodiment is almost the same as that of the first embodiment. That is, when the wall is constructed, since the foamed resin plate 110 is used, dew condensation does not occur. Insulation is sustained without deterioration. Then, the reinforcing member 122 is heat-welded to the foamed resin plate 110 to integrate the lath body 120 and the foamed resin plate 110,
Furthermore, since the thin steel plate 150 is fixed to the lath body 120 by welding, the rigidity of the lath structure wall body is improved. Therefore, the lath-structured wall body can be self-supporting, the wall body can be easily erected, and the number of construction steps can be reduced. Further, the foamed resin plate 11
On the other hand, the thickness of the wall can be reduced because the thin lath net 121 and the thin steel plate 150 are attached to the thickness 0. Therefore, the construction can be performed even on the thin wall, and the manufacturing cost is low.
Moreover, according to the above manufacturing method, the work is simple and the production efficiency of the lath structure wall can be improved.

【0019】また、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1
22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。
Further, since there are a plurality of concave portions 112 and a plurality of reinforcing members 122 respectively, the holding force of the reinforcing member 122 is further increased by the mutual action of the frictional force between the side wall of the concave portion 112 and the reinforcing member 122 and the like. Get higher That is, even if the lath body 120 is to be peeled off from the foamed resin plate 110, at least a part of the side walls of the recessed portions 112 and the reinforcing member 1.
Due to the frictional force with 22 and the like, the lath body 120 does not come off in a "pulled state". 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.

【0020】なお、上記第3実施例の場合、図11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120
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 third embodiment, as shown in FIG. 11, the concave portion 112 may be filled with an adhesive 113 or the like to completely close the concave portion 112. In that case, the lath body is used. Since the 120 and the foamed resin plate 110 are more strongly integrated, the rigidity of the lathed structure wall body 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 and the lath body 120 is heated.
May be pressed against the foamed resin plate 110 while being heated.

【0021】図12は第4実施例のラス張り構造壁体を
示す。第4実施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222を固定
してラス体220とし、このラス体220の補強部材2
22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に嵌入していると共に、このラス網2
21に薄板鋼板(板材)250を溶接により固定してい
る。すなわち、この補強部材222は、図13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でも第2実施
例で示したものでもよい。上記凹陥部212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. 12 shows a lath structure wall of the fourth embodiment. In the fourth embodiment, the reinforcing member is the truss structure 222, and the reinforcing member 222 is fixed to one side surface of the lath net 221 to form the lath body 220.
22 is fitted in the concave portion 212 formed by heat fusion in the foamed resin plate 210, and the lath mesh 2
A thin steel plate (plate material) 250 is fixed to the plate 21 by welding. That is, as shown in FIG. 13, the reinforcing member 222 includes two grid-like 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 shown in the first embodiment or the one shown in the second embodiment. The recessed portion 212 is formed such that the opening shape thereof is substantially the same as the projected shape of the lattice-shaped metal mesh 222a on the foamed resin plate 210 and the depth is such that the beam-shaped metal mesh material 222c is inserted halfway.

【0022】上記第4実施例のラス張り構造壁体を用い
た壁の施工方法は第1実施例と同様である。またラス張
り構造壁体の製造方法は第3実施例と同様であり、ラス
体220の発泡樹脂板210への押しつけは、ラス網2
21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。
A method of constructing a wall using the lath-clad structure wall body of the fourth embodiment is the same as that of the first embodiment. The method for manufacturing the lath-clad structure wall body is the same as that in the third embodiment, and the lath body 220 is pressed against the foamed resin plate 210 by lath mesh 2.
21 and the foamed resin plate 210 are stopped so that a predetermined gap remains.

【0023】上記第4実施例のラス張り構造壁体の作
用、効果は第3実施例とほぼ同様であるが、補強部材2
22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する。なお、上記第3実施
例と同様に凹陥部212に接着剤等を充填してもよい。
The operation and effect of the lath-clad wall of the fourth embodiment is almost the same as that of the third embodiment, but the reinforcing member 2 is used.
Since 22 is a truss structure, its rigidity further improves the rigidity of the lath structure wall. Note that the recess 212 may be filled with an adhesive or the like as in the third embodiment.

【0024】先の第3実施例では鋼線で補強部材122
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14に示す第5実施例のラ
ス張り構造壁体である。すなわち、図15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31
0において熱溶融により形成された凹陥部312に嵌入
していると共に、このラス網321に薄板鋼板(板材)
350を溶接により固定している。ここで、ラス網32
1は要所要所に凸部321aが形成され、この凸部32
1aが補強部材322に溶接等で固定されている。ラス
網321は例えば第1実施例で示したものでも第2実施
例で示したものでもよい。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 third embodiment, the steel wire reinforcement member 122 is used.
However, a grid-shaped wire mesh may be used as the reinforcing member. A further modification thereof is the lath-clad structure wall body of the fifth embodiment shown in FIG. That is, as shown in FIG. 15, a lattice-shaped wire mesh is used as the reinforcing member 322, and the reinforcing member 322 is fixed to one side surface of the lath net 321 to form the lath body 320.
The reinforcing member 322 of the lath body 320 is the foam resin plate 31.
No. 0 is fitted into the recessed portion 312 formed by heat fusion, and the lath net 321 has a thin steel plate (plate material).
350 is fixed by welding. Here, lath net 32
1 has a convex portion 321a formed at a required place.
1a is fixed to the reinforcing member 322 by welding or the like. The lath net 321 may be, for example, the one shown in the first embodiment or the one shown in the second embodiment. The recessed portion 312 is formed so that the opening shape thereof substantially matches the projection shape of the reinforcing member 322 on the foamed resin plate 310 and the depth thereof matches the thickness of the reinforcing member 322.

【0025】上記第5実施例のラス張り構造壁体を用い
た壁の施工方法は第1実施例と同様である。またラス張
り構造壁体の製造方法は第3実施例と同様であり、ラス
体320の発泡樹脂板310への押しつけは、ラス網3
21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 a wall using the lath structure wall body of the fifth embodiment is the same as that of the first embodiment. The method of manufacturing the lath-clad structure wall body is the same as in the third embodiment, and the lath body 320 is pressed against the foamed resin plate 310 by lath mesh 3
21 and the foamed resin plate 310 are stopped until a predetermined gap remains.

【0026】上記第5実施例のラス張り構造壁体の作
用、効果は第3実施例とほぼ同様であるが、補強部材3
22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する。なお、上記第3実施例
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 lathed structure wall body of the fifth embodiment is almost the same as that of the third embodiment, but the reinforcing member 3 is used.
Since 22 is a lattice-shaped wire mesh, the rigidity of the lathed structure wall body is further improved by its rigidity. Note that the recessed portion 312 may be filled with an adhesive or the like as in the third embodiment.

【0027】なお、上記第3実施例ないし第5実施例で
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。
In the third to fifth embodiments, the heated lath body is pressed against the foamed resin plate to manufacture the lath-structured wall, but a jig having the same shape as the reinforcing member of the lath body is used. Prepared separately, heat this jig and press it against the foamed resin plate to form a recess, then separate the jig from the foamed resin plate, and then insert the reinforcing member of the lath body into the recessed part and tighten the lath. You may make it manufacture a structural wall body.

【0028】図16は第6実施例のラス張り構造壁体を
示す。第6実施例では発泡樹脂板410の両側面にラス
網420,420を熱溶着し、このラス網420,42
0に薄板鋼板(板材)450をそれぞれ溶接により固定
している。ラス網420は例えば第1実施例で示したも
のでも第2実施例で示したものでもよい。
FIG. 16 shows a lath structure wall of the sixth embodiment. In the sixth embodiment, lath nets 420 and 420 are heat-welded to both side surfaces of the foamed resin plate 410, and the lath nets 420 and 42 are
A thin steel plate (plate material) 450 is fixed to each No. 0 by welding. The lath net 420 may be, for example, the one shown in the first embodiment or the one shown in the second embodiment.

【0029】上記第6実施例のラス張り構造壁体を用い
た壁の施工方法は第1実施例と同様であり、間仕切壁等
の施工に最適であり、その他の一般的な作用、効果は第
1実施例とほぼ同様である。またラス張り構造壁体の製
造方法であるが、第1実施例の製造方法における複合体
(ラス網420及び薄板鋼板450よりなるもの)溶着
の手順を発泡樹脂板410の両側面において行えばラス
網420及び薄板鋼板450を発泡樹脂板410の両側
面に熱溶着できる。その場合、キャリア40で保持した
発泡樹脂板410に対してその両側から予熱された複合
体を押し当てるようにしてもよい。
The method of constructing a wall using the lath structure wall body of the sixth embodiment is similar to that of the first embodiment, and is most suitable for construction of a partition wall, etc., and other general actions and effects are This is almost the same as the first embodiment. In addition, although it is a method of manufacturing a lath-clad structure wall, if the procedure for welding the composite (comprising lath net 420 and thin steel plate 450) in the manufacturing method of the first embodiment is performed on both side surfaces of the foamed resin plate 410, The net 420 and the thin steel plate 450 can be heat-welded to both side surfaces of the foamed resin plate 410. In that case, the preheated composite body may be pressed against both sides of the foamed resin plate 410 held by the carrier 40.

【0030】以上のいずれの実施例においても、ラス
網、補強部材及び板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、補強部材及び板材
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。また板材は薄板鋼板を例示したが、その厚さが任意
であることは勿論である。さらに第6実施例に限らず他
の実施例においても、発泡樹脂板の両側面にラス網及び
板材を付けた構成、発泡樹脂板の両側面にラス体及び板
材を付けた構成、発泡樹脂板の一側面にラス網及び板材
を付けると共に他側面にラス体及び板材を付けた構成は
本発明に含まれる。
In any of the above embodiments, the lath net, the reinforcing member and the plate material do not have to be made of steel, but may be made of another metal such as an aluminum alloy. Further, it may be a resin. In that case, the lath net, the reinforcing member, and the plate material need to be materials having a higher melting temperature than the foamed resin plate. Further, as the plate material, a thin steel plate is exemplified, but it goes without saying that the thickness thereof is arbitrary. Further, not only in the sixth embodiment but also in other embodiments, a structure in which lath nets and plate materials are attached to both side surfaces of a foamed resin plate, a structure in which lath bodies and plate materials are attached to both side surfaces of the foamed resin plate, and a foamed resin plate The present invention includes a structure in which a lath net and a plate are attached to one side and a lath body and a plate are attached to the other side.

【0031】また上記各実施例ではラス網又はラス体並
びに板材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複
合体の予熱工程は複合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 lath body and the plate material are subjected to the rust prevention treatment or the waterproof treatment in each of the above-mentioned embodiments, such treatment is not always necessary. In the manufacturing method, the preheating step of the composite is preferable for smoothly heating the composite, 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.

【0032】さらに上記各実施例では平面状のラス張り
構造壁体を説明したが、本発明はコーナー部(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にも適用できる。
Further, although the flat lathed structure wall has been described in each of the above embodiments, the present invention has a lathed structure wall having an L-shaped cross section, which is used for a corner portion (for example, a projecting corner structure or an entering corner structure). It can also be applied to the body.

【0033】以上説明したラス張り構造壁体により施工
された壁は、倉庫等の建築物の壁として利用できるのは
勿論のこと、その優れた断熱性から冷凍庫の壁として、
また建築物の屋根、床としても利用でき、さらに防水性
を利用してビルの蓄熱槽、水槽の壁を形成することも可
能である。
The wall constructed by the lath-structured wall described above can be used not only as a wall of a building such as a warehouse but also as a freezer wall because of its excellent heat insulating property.
It can also be used as a roof or floor of a building, and can also be used as a heat storage tank or a water tank wall of a building by utilizing waterproofness.

【0034】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
しているとしたが、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。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 embodiment, one side of the lath net or lath body reinforcing member is heat-welded to the foamed resin plate over almost the entire surface. However, it is not always necessary that the whole surface is heat-welded to the foamed resin plate. For example, in a lath net, a large number of convex portions may be formed at the required points, and only the convex portions may be heat-welded to the foamed resin plate, or conversely, a large number of convex portions may be formed at the required points of the foamed resin plate. However, the lath net may be heat-welded only on the convex portions of the foamed resin plate. 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.

【0035】[0035]

【発明の効果】以上説明したように、請求項1のラス張
り構造壁体は発泡樹脂板の少なくとも一側面にラス網を
熱溶着し、このラス網に板材を固定したので、また請求
項2のラス張り構造壁体はラス体の補強部材が、発泡樹
脂板の少なくとも一側面において熱溶融により形成され
た凹陥部に嵌入し、このラス体のラス網に板材を固定し
たので、このラス張り構造壁体で壁を施工した場合に結
露が生じることがなく長期にわたって断熱性を確保でき
る上、ラス網又はラス体と発泡樹脂板との一体化、更に
ラス網と板材との固定によりラス張り構造壁体の剛性を
向上でき、これによって自立性を確保して施工の容易化
及び工数低減を実現でき、さらに薄い壁でも施工が可能
になり、また従来の壁体よりも製造コストが大幅に安く
おさまる。しかも、発泡樹脂板の表面に形成される再生
層により防水機能が発揮されて壁内部への水分の侵入を
防止できる。従って建築物の壁、コンクリートパネル等
として利用するのに最適である。
As described above, according to the lath-clad structure wall body of claim 1, the lath net is heat-welded to at least one side surface of the foamed resin plate, and the plate material is fixed to the lath net. In the lathed structure wall body, the reinforcing member of the lath body is fitted into the concave portion formed by heat fusion on at least one side surface of the foamed resin plate, and the plate member is fixed to the lath net of the lath body. When a wall is constructed with a structural wall, dew condensation does not occur and long-term heat insulation can be secured.In addition, lath net or lath body and foamed resin plate are integrated, and lath net and plate material are fixed to form lath. The rigidity of the structural wall can be improved, which makes it possible to secure independence, simplify construction, and reduce man-hours.Also, even thin walls can be constructed, and the manufacturing cost is significantly higher than that of conventional walls. It's cheap. Moreover, the waterproof function is exerted by the reproduction layer formed on the surface of the foamed resin plate, and it is possible to prevent water from entering the inside of the wall. Therefore, it is most suitable for use as a building wall, concrete panel, etc.

【0036】また請求項2のラス張り構造壁体は、凹陥
部が複数あるときには共ぎき作用によって補強部材の保
持強度が更に高くなり、また凹陥部の開口付近が三次発
泡により狭まるから補強部材の保持強度が高くなり、壁
強度が向上する。
Further, in the lathed structure wall body according to a second aspect of the present invention, when there are a plurality of recesses, the holding strength of the reinforcing member is further increased by the joint action, and the vicinity of the opening of the recess is narrowed by the tertiary foaming, so that the reinforcing member has The holding strength is increased and the wall strength is improved.

【0037】請求項3の製造方法は板材にラス網又はラ
ス体を溶接して複合材とし、この複合材のラス網又はラ
ス体を発泡樹脂板の側面に熱溶着するから、上記ラス張
り構造壁体を生産効率良く製造する方法として最適であ
る。
According to the manufacturing method of claim 3, the lath net or lath body is welded to a plate material to form a composite material, and the lath net or lath body of the composite material is heat-welded to the side surface of the foamed resin plate. It is the most suitable method for producing wall bodies with high production efficiency.

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

【図1】第1実施例において板材の一部を剥して示した
斜視図、
FIG. 1 is a perspective view showing a part of a plate member in a first embodiment,

【図2】第1実施例の一部を拡大して示す平面図、FIG. 2 is an enlarged plan view showing a part of the first embodiment;

【図3】図2のIII−III線断面における拡大端面
図、
3 is an enlarged end view taken along the line III-III of FIG.

【図4】第1実施例の第1製造工程を示す説明図、FIG. 4 is an explanatory view showing a first manufacturing process of the first embodiment,

【図5】同じく第2製造工程を示す説明図、FIG. 5 is an explanatory view showing a second manufacturing process,

【図6】第2実施例の図3相当図、FIG. 6 is a view corresponding to FIG. 3 of the second embodiment,

【図7】第2実施例のラス網の拡大側面図、FIG. 7 is an enlarged side view of a lath net according to a second embodiment,

【図8】同じくラス網の拡大平面図、FIG. 8 is an enlarged plan view of the lath net,

【図9】第3実施例の縦断端面図、FIG. 9 is a vertical end view of the third embodiment,

【図10】第3実施例の補強部材を先端側からみた拡大
断面図、
FIG. 10 is an enlarged cross-sectional view of the reinforcing member of the third embodiment as seen from the tip side.

【図11】第3実施例の変形例を示す図10相当図、FIG. 11 is a view corresponding to FIG. 10 showing a modification of the third embodiment,

【図12】第4実施例の縦断端面図、FIG. 12 is a vertical sectional end view of the fourth embodiment,

【図13】第4実施例の板材、ラス網及び補強部材を分
離して示す拡大組立斜視図、
FIG. 13 is an enlarged assembly perspective view showing the plate member, lath net and reinforcing member of the fourth embodiment separately.

【図14】第5実施例の縦断端面図、FIG. 14 is a vertical sectional end view of the fifth embodiment,

【図15】第5実施例の板材、ラス網及び補強部材を分
離して示す拡大組立斜視図、
FIG. 15 is an enlarged assembly perspective view showing the plate member, lath net and reinforcing member of the fifth embodiment separately.

【図16】第6実施例の図3相当図である。FIG. 16 is a view corresponding to FIG. 3 of the sixth embodiment.

【符号の説明】[Explanation of symbols]

10 発泡樹脂板 20 ラス網 50 薄板鋼板(板材) 10’ 発泡樹脂板 20’ ラス網 50’ 薄板鋼板(板材) 110 発泡樹脂板 112 凹陥部 120 ラス体 121 ラス網 122 補強部材 150 薄板鋼板(板材) 210 発泡樹脂板 212 凹陥部 220 ラス体 221 ラス網 222 補強部材 250 薄板鋼板(板材) 310 発泡樹脂板 312 凹陥部 320 ラス体 321 ラス網 322 補強部材 350 薄板鋼板(板材) 410 発泡樹脂板 420 ラス網 450 薄板鋼板(板材) 10 foam resin plate 20 lath net 50 thin steel plate (plate material) 10 'foam resin plate 20' lath net 50 'thin steel plate (plate material) 110 foam resin plate 112 recessed portion 120 lath body 121 lath net 122 reinforcing member 150 thin steel plate (plate material) ) 210 foamed resin plate 212 concave portion 220 lath body 221 lath net 222 reinforcing member 250 thin steel plate (plate material) 310 foamed resin plate 312 concave portion 320 lath body 321 lath net 322 reinforcing member 350 thin steel plate (plate material) 410 foamed resin plate 420 Lath net 450 Thin steel plate (plate material)

Claims (3)

【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、このラス網に板材を固定したことを特徴とす
るラス張り構造壁体。
1. A lath-structured wall body comprising a lath net heat-welded to at least one side surface of a foamed resin plate, and a plate member fixed to the lath net.
【請求項2】ラス網の一側面に補強部材を固定してなる
ラス体を備え、このラス体の補強部材が、発泡樹脂板の
少なくとも一側面において熱溶融により形成された凹陥
部に嵌入しており、このラス体のラス網に板材を固定し
たことを特徴とするラス張り構造壁体。
2. A lath body having a reinforcing member fixed to one side surface of a lath net, wherein the reinforcing member of the lath body is fitted into a concave portion formed by heat melting on at least one side surface of the foamed resin plate. In addition, a lath-tensioned structure wall body in which a plate material is fixed to the lath net of the lath body.
【請求項3】板材にラス網又はラス体を溶接して複合材
とし、この複合材のラス網又はラス体を発泡樹脂板の側
面に熱溶着する請求項1又は2記載のラス張り構造壁体
の製造方法。
3. A lath-clad structure wall according to claim 1, wherein a lath net or lath body is welded to a plate material to form a composite material, and the lath net or lath body of the composite material is heat-welded to a side surface of a foamed resin plate. Body manufacturing method.
JP11747494A 1994-05-06 1994-05-06 Lath attached structural wall body and manufacture thereof Pending JPH07300964A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11747494A JPH07300964A (en) 1994-05-06 1994-05-06 Lath attached structural wall body and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11747494A JPH07300964A (en) 1994-05-06 1994-05-06 Lath attached structural wall body and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH07300964A true JPH07300964A (en) 1995-11-14

Family

ID=14712590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11747494A Pending JPH07300964A (en) 1994-05-06 1994-05-06 Lath attached structural wall body and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH07300964A (en)

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