JPH05171723A - Heat-insulating material panel as form and interior ground, and method of using such panel - Google Patents

Heat-insulating material panel as form and interior ground, and method of using such panel

Info

Publication number
JPH05171723A
JPH05171723A JP35582391A JP35582391A JPH05171723A JP H05171723 A JPH05171723 A JP H05171723A JP 35582391 A JP35582391 A JP 35582391A JP 35582391 A JP35582391 A JP 35582391A JP H05171723 A JPH05171723 A JP H05171723A
Authority
JP
Japan
Prior art keywords
heat insulating
interior
formwork
panel
insulating material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP35582391A
Other languages
Japanese (ja)
Other versions
JPH076244B2 (en
Inventor
Yasuyuki Abe
泰之 阿部
Norio Inada
紀夫 稲田
Tatsuya Otake
達也 大竹
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.)
IWAKURA KAGAKU KOGYO KK
Original Assignee
IWAKURA KAGAKU KOGYO KK
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 IWAKURA KAGAKU KOGYO KK filed Critical IWAKURA KAGAKU KOGYO KK
Priority to JP35582391A priority Critical patent/JPH076244B2/en
Publication of JPH05171723A publication Critical patent/JPH05171723A/en
Publication of JPH076244B2 publication Critical patent/JPH076244B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To rationalize work process by forming panels of foamed plastic heat insulating boards to which highly rigid composite reinforcing members are fixed at intervals between batters, and installing these panels instead of sheathing boards of a form. CONSTITUTION:Vertical grooves of a recessed cross section are formed on the surface of a foamed plastic heat insulating board 6, and composite reinforcing members 7 of highly rigid material in the shape of square bar are inserted into the grooves and fixed. The composite reinforcing members 7 are formed of a composite material composed of new or used or regenerated metal, plastic or wood, plus foaming agent, ceramics, glass fiber and the like. Panels A consisting of the formed plastic heat insulating boards 6 and the composite reinforcing members 7 are placed as sheathing boards of the form, concrete is poured, and interior wall work is performed. This method can reduce material and work cost substantially.

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、建築工事におけるコン
クリート型枠工事から内装下地工事に関係する合理化さ
れた型枠・内装下地兼用断熱材パネルと、この型枠・内
装下地兼用断熱材パネルを用いた施工方法に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a streamlined formwork / interior basework heat insulation panel related to concrete formwork work to interior groundwork work in construction work, and this formwork / interior base work heat insulation panel. It relates to the construction method used.

【0002】[0002]

【従来の技術】従来、この種のものにあっては、下記の
ようなものになっている。従来のコンクリート型枠部材
のせき板には、多種多様のものが用いられているが、一
般には合板・金属製型枠パネル・プラスチックパネル・
硬質繊維板が利用されている。施工方法では、図1,図
2のような型組が行われている。図中、1は合板型枠、
2は内端太、3はフォームタイ、4は外端太、5はセパ
レータである。
2. Description of the Related Art Heretofore, in this type, the following has been done. A wide variety of conventional concrete formwork members are used, but in general, plywood, metal formwork panels, plastic panels,
Hard fiber boards are used. In the construction method, the mold assembly as shown in FIGS. 1 and 2 is performed. In the figure, 1 is a plywood form,
Reference numeral 2 is a thick inner edge, 3 is a foam tie, 4 is a thick outer edge, and 5 is a separator.

【0003】又、近年省エネルギー化が叫ばれ高気密化
・高断熱化ビル・住宅が建てられているが、こうした建
築物には必ず断熱材が使用されており、後貼り工法(躯
体造設後にその表面に断熱材を接着していく工法)・打
込み工法(型枠パネルの内側に断熱材を取付け躯体造設
後にパネルのみを取外す工法)・注入式工法(躯体と仕
上板の間に現場発泡形の断熱材を注入する工法)によっ
て施工されている。その中で最も合理化されていると思
われる打込み工法では、断熱材と木毛繊維板・新建材板
とを貼り合わせたものをせき板として使用し、桟木でパ
ネルを押さえながら内端太・外端太を組み固定する。コ
ンクリート打込み後は、養生・硬化後にコンクリートパ
ネル・支保工を解体し、内装下地工事が行われる。
In recent years, energy saving has been called for, and buildings and houses with high airtightness and high heat insulation have been built. However, since heat insulating materials are always used in such buildings, the post-adhesion method (after the construction of the skeleton) A method of adhering a heat insulating material to the surface) ・ A driving method (a method of attaching a heat insulating material to the inside of a formwork panel and removing only the panel after building the frame) ・ Injection type method (in-situ foaming type between the body and the finishing plate) It is constructed by the method of injecting heat insulating material. In the driving method, which seems to be the most rational among them, the heat insulation material and the wood wool fiberboard / new building material board are used as a weirboard, and while holding the panel with a shackle Assemble and fix the edges. After the concrete is poured, the concrete panels and supports are dismantled after curing and hardening, and interior groundwork is performed.

【0004】内装下地工事のうちの壁張り工事に関して
は、次の様な工法が実施されている。 1.木で柱・間柱・胴縁を組み、これらの部材にボード
を釘打ちで止めていく。 2.軽量鉄骨を組み、タッピングビスあるいはクリップ
を用いてボードを止めていく。 3.接着剤を団子状に塗り付けて、それにボードを圧着
し、止めていく。 4.木レンガ12を横胴縁8の位置に接着し、それに縦
胴縁9を格子組した後に平頭らせん釘などの釘10で内
装ボード11を固定する。
Regarding the wall-covering work of the interior groundwork, the following construction methods are carried out. 1. The pillars, studs, and furring strips are assembled from wood, and the boards are nailed to these members. 2. Assemble a lightweight steel frame and use tapping screws or clips to stop the board. 3. Apply the adhesive in a dumpling pattern, crimp the board to it, and stop. 4. The wooden bricks 12 are adhered to the positions of the horizontal furring strips 8, and the vertical furring strips 9 are grid-assembled thereto, and then the interior board 11 is fixed with nails 10 such as flat-head spiral nails.

【0005】一般には、図3のような取付け方が行われ
ている。図中、8は横胴縁、9は縦胴縁、10は平頭ら
せん釘などの釘、11は内装ボード、12は木レンガ、
13は接着剤である。従来工法による型枠工事から内装
下地工事までの作業内容に関して見ると、断熱材のコン
クリートパネルへの取付け→型枠建込み→コンクリート
打設→端太・桟木・パネルの解体、片付け→下地材枠組
み→ボード取付け→仕上げ処理の順に工事が行われてい
る。
Generally, the mounting method as shown in FIG. 3 is performed. In the figure, 8 is a horizontal furring strip, 9 is a vertical furring strip, 10 is a nail such as a flat-head spiral nail, 11 is an interior board, 12 is a wooden brick,
13 is an adhesive. Looking at the work contents from the formwork construction to the interior groundwork construction by the conventional method, mounting the heat insulating material on the concrete panel → building the formwork → concrete placing → dismantling and scraping off timbers, piers and panels → foundation material framework → Construction is done in the order of board mounting → finishing.

【0006】[0006]

【発明が解決しようとする課題】型枠工事から内装下地
工事の材料と施工方法の問題点としては、コンクリート
型枠工事でのせき板には、変形・破壊等を起こさないよ
うに十分な剛性及び強度が要求され、かつ、コンクリー
トが固まるまでの水分の確保、外気からの保護も求めら
れる。又、断熱材パネルが直接せき板として用いられる
こともあるが、この場合は、断熱材パネル自体の強度が
弱いので厚さを大きくとるか、他のパネルと複合一体化
しなければならず、コスト高になってしまう。
The problem of the material and the construction method from the formwork to the interior groundwork is that the dam in the concrete formwork has sufficient rigidity so as not to be deformed or destroyed. In addition, strength is required, and it is also required to secure moisture until the concrete hardens and to protect it from the outside air. In addition, the heat insulating material panel may be used directly as a dam, but in this case, the strength of the heat insulating material panel itself is weak, so it is necessary to take a large thickness or to combine it with other panels in a composite manner. It becomes high.

【0007】施工面からはせき板,支保工,緊結材の組
立・解体が簡単であることが、又、経済面からは型枠工
事費が運搬量・延作業員が多く、躯体工事費の20〜3
0%を占めているので合理化された部材及び工法が要求
されている。又、躯体造設後の内装下地工事において
も、部材を搬入し駆体面に柱・間柱・胴縁を組立ててボ
ードを固定しなければならず、材料費・運搬費・労務費
のコストがかかるうえに、材料の保管・納期に関する問
題も多く、体系化された部材及び工法が求められてい
る。
[0007] From the viewpoint of construction, it is easy to assemble and dismantle claps, supports, and binding materials, and from an economic point of view, the cost of formwork construction is large in terms of the amount of transportation and extension workers, and the cost of building construction 20-3
Since it occupies 0%, rationalized members and construction methods are required. Also, in the interior groundwork after the construction of the skeleton, it is necessary to bring in the members, assemble the pillars, studs, and furring strips on the surface of the body to fix the board, which requires material costs, transportation costs, and labor costs. In addition, there are many problems regarding the storage and delivery of materials, and systematic members and construction methods are required.

【0008】本願は、従来の技術の有するこのような問
題点に鑑みなされたものであり、その目的とするところ
は、上述の問題を解決できるものを提供しようとするも
のである。
The present application has been made in view of the above problems of the prior art, and an object of the present application is to provide a device capable of solving the above problems.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明のものは下記のようになるものである。本発
明は、上記のような欠点をなくすべく、いろいろ検討を
重ねた結果、型枠・内装下地兼用断熱材パネルAを得
た。すなわち、複合補強材7を発泡プラスチック断熱板
6に固定一体化することにより剛性を上昇させ、コンク
リート用せき板としての性能をもたせることができ、か
つ、この複合補強材7を端太材の替わりとして用いるこ
とにより組立・解体作業を簡略化させることができた。
型枠・内装下地兼用断熱材パネルA自体は、躯体造成後
の断熱材として使用し、内装下地工事においても、下地
材として複合補強材7を代用することにより、内装ボー
ドを固定させることができるようにしたものである。
In order to achieve the above object, the present invention is as follows. In the present invention, as a result of various investigations in order to eliminate the above-mentioned drawbacks, a heat insulating material panel A which also serves as a formwork / interior base was obtained. That is, by fixing and integrating the composite reinforcing member 7 with the foamed plastic heat insulating plate 6, the rigidity can be increased and the performance as a concrete dam can be provided, and the composite reinforcing member 7 can be used as a thick material. As a result, the assembly and disassembly work could be simplified.
The heat insulating material panel A itself, which is also used as a formwork / interior groundwork, is used as a heat insulation material after the construction of the skeleton, and even in the interior groundwork work, the interior reinforcement board can be fixed by substituting the composite reinforcement material 7 as the groundwork material. It was done like this.

【0010】具体的には、発泡プラスチック断熱板6
(発泡ポリスチレン・発泡ポリエチレン・発泡ポリウレ
タン・発泡フェノール樹脂等の発泡プラスチックの板)
の強度を補強するために、発泡プラスチック断熱板6の
表面に断面凹状の縦溝6Aを作成し、この中に剛性の高
い材料を角棒状にしたものを複合補強材7として挿入
し、断熱材を侵さない接着剤14で固定する。なお、上
述の溝加工は成型板の金型に加工してもよいし、成型後
に加工してもよい。
Specifically, the foamed plastic heat insulating plate 6
(Expanded polystyrene, expanded polyethylene, expanded polyurethane, expanded phenolic resin and other expanded plastic plates)
In order to reinforce the strength of the above, a vertical groove 6A having a concave cross-section is formed on the surface of the foamed plastic heat insulating plate 6, and a square rod-shaped material having a high rigidity is inserted into the groove 6A as a composite reinforcing material 7. It is fixed with an adhesive agent 14 that does not attack. The above-described groove processing may be performed on the mold of the molding plate or may be processed after molding.

【0011】複合補強材7に使用する材料は、剛性の強
いものであれば何でもよいが、金属材料、プラスチック
材料、木材、それらの複合材料が考えられるが、補強後
のパネルの重量・コスト・施工性を考えると、近年、環
境問題等で注目視されている廃プラスチック材等を熱可
塑性樹脂と発泡剤、セラミックス・ガラス繊維等で混練
し射出成型したものが利用できる。しかし、その材料構
成は発泡プラスチック断熱板の厚さ、強度、たわみ量、
外端太間隔等を考慮して構成しなければならない。
Any material can be used for the composite reinforcing material 7 as long as it has high rigidity, but metal materials, plastic materials, woods, and composite materials thereof can be considered, but the weight and cost of the reinforced panel are Considering the workability, it is possible to use a material obtained by kneading a waste plastic material or the like, which has been attracting attention in recent years due to environmental problems and the like, with a thermoplastic resin, a foaming agent, ceramics, glass fiber, etc. and injection molding. However, the material composition is the thickness, strength, deflection of the foamed plastic insulation board,
It must be configured in consideration of the outer edge thick spacing and the like.

【0012】複合補強材7は、図7の如く、釘打ち等を
可能にするために密度の低い材料をもって構成された角
棒状体7Aの側面後端に左右方向に突条7Bが突設され
ている。特に、剛性を必要とする場合は、図8,図9の
ように複合補強材7の裏面側内部にアルミニウムチャン
ネル材等の剛性のある補強型材7C,7Dと一体化す
る。そして、この一体化の方法としては、接着剤を用い
る方法と射出成型時に金属等をインサートする方法があ
る。
As shown in FIG. 7, the composite reinforcing member 7 has a ridge 7B protruding laterally from the rear end of the side surface of a square bar 7A made of a material having a low density to enable nailing or the like. ing. Particularly, when rigidity is required, as shown in FIGS. 8 and 9, the reinforcing material 7C, 7D having rigidity such as an aluminum channel material is integrated inside the rear surface of the composite reinforcing material 7. As a method of this integration, there are a method of using an adhesive and a method of inserting a metal or the like during injection molding.

【0013】複合補強材7には、フォームタイ用の穴、
寸法の目安となるように印7E、不陸調整用のダイス7
F等の加工を施しておくと作業性がさらに向上するよう
になる。このように発泡プラスチック断熱板6に複合補
強材7を固定したパネルは、厚さを増すことなしに、パ
ネル全体の破壊強度・たわみ量を著しく向上させること
ができた。
The composite reinforcing member 7 has holes for foam ties,
Mark 7E as a guide for dimensions, die for adjusting the unevenness 7
Workability will be further improved by performing processing such as F. In the panel in which the composite reinforcing material 7 is fixed to the foamed plastic heat insulating plate 6 as described above, the breaking strength and the amount of deflection of the entire panel can be remarkably improved without increasing the thickness.

【0014】さらに、この複合補強材7を端太間隔に挿
入することにより、内端太材なしに外端太材のみでコン
クリート打込時の側圧に耐える軽量で取扱い易い型枠・
内装下地兼用断熱材パネルAが製造できた。発泡プラス
チック断熱板6を製造する際に、当該発泡プラスチック
断熱板の縁廻りを相尺状に加工することによって打込み
後のノロ防止にも役立つし、確実な密着により断熱性能
を余すことなく発揮できるようになる。
Further, by inserting the composite reinforcing material 7 in the space between the thick ends, a lightweight and easy-to-handle formwork that can withstand the lateral pressure at the time of concrete driving with only the thick outer ends without the thick inner ends.
A heat insulating material panel A that also serves as an interior substrate can be manufactured. When the foamed plastic heat insulating plate 6 is manufactured, it is useful to prevent slag after driving by processing the periphery of the foamed plastic heat insulating plate in an isometric shape, and the heat insulation performance can be fully exhibited by reliable adhesion. Like

【0015】又、発泡プラスチック断熱板6の表面に凹
凸6B,6Cを形成すれば通気層となり結露防止効果も
でる。躯体造設後は、この型枠・内装下地兼用断熱材パ
ネルAの複合補強材7を下地材としてビス・釘等で内装
ボートを取付けるか、あるいは接着剤等で直接断熱材部
分にボードを貼り付けることができる。
Further, if the unevenness 6B, 6C is formed on the surface of the foamed plastic heat insulating plate 6, it becomes a ventilation layer to prevent dew condensation. After constructing the skeleton, use the composite reinforcing material 7 of the heat insulating material panel A that also serves as the formwork / interior groundwork as a base material to attach an interior boat with screws, nails, or attach the board directly to the heat insulation material portion with an adhesive or the like. Can be attached.

【0016】[0016]

【実施例】実施例について図面を参照して説明する。 実施例1について 図10,図11のように、あらかじめ周囲を相尺状に加
工した厚さ65mm、長さ1820mm、幅910m
m、密度32kg/m3 の発泡ポリスチレン断熱板でな
る発泡プラスチック断熱板6の表面に、内端太間隔(2
27.5mmピッチ)に断面凹状の縦溝6Aを4本加工
し、射出機で成型された低発泡ポリスチレン樹脂の角状
材でなる角棒状体7A(厚さ20mm、長さ1820m
m、幅40mm、密度800kg/m3 )とアルミニウ
ムチャンネル材でなる補強型材7C(厚さ2mm、長さ
1820mm、幅40mm)を複合一体化した複合補強
材7を置き、接着剤(水性ポリイソシアネート系)で固
定した型枠・内装下地兼用断熱材パネルAを工場で作成
した。
EXAMPLES Examples will be described with reference to the drawings. About Example 1 As shown in FIG. 10 and FIG. 11, the circumference was previously processed into an isometric shape with a thickness of 65 mm, a length of 1820 mm, and a width of 910 m.
m and a density of 32 kg / m 3 on the surface of the foamed plastic heat insulating plate 6 made of expanded polystyrene heat insulating plate.
Square bar 7A (thickness 20 mm, length 1820 m) made of a low-expanded polystyrene resin square material formed by processing four vertical grooves 6A having a concave cross-section in a 27.5 mm pitch)
m, width 40 mm, density 800 kg / m 3 ) and the reinforcing mold material 7C (thickness 2 mm, length 1820 mm, width 40 mm) made of aluminum channel material are placed on the composite reinforcing material 7 and the adhesive (aqueous polyisocyanate) is placed. A heat-insulating material panel A, which was used as a formwork / interior substrate, was fixed at the factory.

【0017】次に、この型枠・内装下地兼用断熱材パネ
ルAを型枠のせき板替わりに使用し、高さ2730m
m、幅1820mm、厚さ150mmの型枠を図4,図
5のように建込み、セパレータ5、フォームタイ3を取
付け直径48.6mmの単管パイプを外端太4として4
55mm間隔に設けてサーポートで固定したのち、スラ
ンプ15〜16の生コンクリートを流し込んだ。なお、
外端太ピッチ間隔がわかるように複合補強材には印7E
を付けて置いた。
Next, this heat-insulating material panel A, which also serves as a formwork / interior groundwork, is used in place of the weir board of the formwork, and has a height of 2730 m.
As shown in FIG. 4 and FIG. 5, a formwork of m, width 1820 mm, thickness 150 mm is installed, a separator 5 and a foam tie 3 are attached, and a single pipe with a diameter of 48.6 mm is used as the outer end thick 4 4.
After being provided at 55 mm intervals and fixed with a support, fresh concrete of slumps 15 to 16 was poured. In addition,
Mark 7E on the composite reinforcing material so that the outer thick pitch interval can be seen.
I put it on.

【0018】コンクリート養生硬化後は支保工を取外
し、図6のように内装ボード11を複合補強材7に平頭
らせん釘などの釘10で縦ピッチ227mm、横ピッチ
455mmで打込み内装壁張り工事を行った。その結
果、問題になるような変形・亀裂は認められず、ノロも
ほとんどなかった。又、コンクリート型枠パネル・内端
太・内装下地材を使用することなしに型枠工事から内装
下地工事まで一貫として施工できるため各工程が非常に
簡素化された。なお、図中、1は合板型枠、2は内端太
である。
After the concrete is hardened and cured, the supporting work is removed, and the interior board 11 is driven by the nail 10 such as a flat-headed spiral nail into the composite reinforcing material 7 at a vertical pitch of 227 mm and a horizontal pitch of 455 mm as shown in FIG. It was As a result, no problematic deformation or crack was observed, and there was almost no slag. In addition, each process can be greatly simplified because it is possible to construct from the formwork work to the interior groundwork work without using concrete formwork panels, inner edges, and interior groundwork materials. In the figure, 1 is a plywood form, and 2 is a thick inner end.

【0019】実施例2について あらかじめ周囲を相尺状に加工した厚さ65mm、長さ
1820mm、幅910mm、密度32kg/m3 の発
泡ポリスチレン断熱板でなる発泡プラスチック断熱板6
の表面に、内端太間隔(227.5mmピッチ)に断面
凹状の縦溝6Aを4本加工し、射出機で成型された低発
泡ポリスチレン樹脂の角状材でなる角棒状体7A(厚さ
20mm、長さ1820mm、幅40mm、密度800
kg/m3 )を置き、接着剤(水性ポリイソシアネート
系)で固定した型枠・内装下地兼用断熱材パネルAを工
場で作成した。
About Example 2 A foamed plastic heat insulating plate 6 made of a polystyrene foam heat insulating plate having a thickness of 65 mm, a length of 1820 mm, a width of 910 mm and a density of 32 kg / m 3 , the periphery of which was previously processed into a scale.
Four vertical grooves 6A having a concave cross section are machined on the surface of the inner end at a thick interval (227.5 mm pitch), and a square rod-shaped body 7A (thickness made of a low-expanded polystyrene resin square material molded by an injection machine is formed. 20mm, length 1820mm, width 40mm, density 800
Kg / m 3 ) was placed and fixed with an adhesive (aqueous polyisocyanate system) to prepare a heat insulating material panel A that also serves as a formwork / interior base.

【0020】次に、この型枠・内装下地兼用断熱材パネ
ルAを型枠のせき板替わりに使用し、高さ2730m
m、幅1820mm、厚さ150mmの型枠を図4、図
5のように建込み、角パイプ(長さ50mm、幅50m
m、厚さ2.3mm)を外端太4として300mm間隔
に設けてサーポートで固定したのちスランプ15〜16
の生コンクリートを流し込んだ。コンクリート養生硬化
後は支保工を取外し、型枠・内装下地兼用断熱材パネル
Aの表面に石膏ボード系接着剤を塗り付け、内装ボード
11を貼り付けた。その結果、問題になるような変形・
亀裂は認められなかった。
Next, this heat insulating material panel A, which also serves as a formwork / interior groundwork, is used in place of the dam of the formwork, and the height is 2730 m.
m, width 1820 mm, thickness 150 mm, and a square pipe (length 50 mm, width 50 m)
m, thickness 2.3 mm) as outer edge thick 4 at intervals of 300 mm and fixed with a support and then slump 15 to 16
I poured the green concrete. After the concrete was cured and cured, the supporting work was removed, and a plaster board adhesive was applied to the surface of the heat insulating material panel A that also serves as a formwork / interior base, and the interior board 11 was attached. As a result, deformation that causes a problem
No crack was observed.

【0021】作用について効果と共に説明する。The operation will be described together with the effects.

【0022】[0022]

【発明の効果】本発明は、上述の通り構成されているの
で次に記載する効果を奏する。以上の説明からも明らか
なように、本発明のものは発泡プラスチック断熱パネル
の表面に剛性の強い複合補強材を型枠の端太間隔状に固
定することにより、従来の型枠工事でのせき板・内端太
材を使用しないですむようになり、これらの運搬・組立
・解体等の作業が少なくなり、工期の短縮ができ大幅な
コスト低減がはかれるようになった。
Since the present invention is constructed as described above, it has the following effects. As is clear from the above description, according to the present invention, the composite stiffener having high rigidity is fixed to the surface of the foamed plastic heat insulation panel in the interval of the thick ends of the formwork, so that Since it is no longer necessary to use thick plates and inner edge materials, the work of transporting, assembling and disassembling them is reduced, and the construction period can be shortened, resulting in a significant cost reduction.

【0023】又、発泡プラスチック断熱板自体が躯体に
付着しているので断熱材張付け工事も省略できるように
なる。躯体造設後は躯体にボードを取付けるために内装
下地材としても使用できるため内装下地工事も省かれ
る。又、通常の内装工事では躯体面に柱・間柱・胴縁を
組むので材料の厚さ分だけ室内空間を狭めてしまうが、
本発明による施工方法では、複合補強材に直接内装ボー
ドを固定できるので最大限空間を利用できるメリットも
兼ね備えられている。
Further, since the foamed plastic heat insulating plate itself is attached to the body, the work of attaching the heat insulating material can be omitted. After constructing the skeleton, it can also be used as an interior lining material to attach the board to the skeleton, so interior lining work can be omitted. Also, in normal interior work, columns, studs, and furring strips are assembled on the body surface, so the interior space is reduced by the thickness of the material,
In the construction method according to the present invention, the interior board can be directly fixed to the composite reinforcing material, so that it has a merit that the maximum space can be used.

【0024】本発明によって、型枠工事から内装下地工
事までの作業内容は、型枠建込み→コンクリート打設→
端太・桟木・パネルの解体、片付け→ボード取付け→仕
上げ処理のような流れとなり工程の合理化が図られ、材
料費,運搬費,労務費の大幅な削減ができる。
According to the present invention, the work contents from the formwork work to the interior groundwork work are: formwork construction → concrete placement →
The process of scrapping off timber, shackles, panels, clearing-up → board installation → finishing process is streamlined, and material costs, transportation costs, and labor costs can be significantly reduced.

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

【図1】従来の型枠工法の縦断面図である。FIG. 1 is a vertical sectional view of a conventional formwork method.

【図2】同上の横断面図である。FIG. 2 is a transverse sectional view of the above.

【図3】従来の下地材壁張りの縦断面図である。FIG. 3 is a vertical cross-sectional view of a conventional base material wall covering.

【図4】本発明工法の縦断面図である。FIG. 4 is a vertical cross-sectional view of the method of the present invention.

【図5】同上の横断面図である。FIG. 5 is a transverse sectional view of the above.

【図6】本発明の下地材壁張りの縦断面図である。FIG. 6 is a vertical cross-sectional view of the underlayer wall covering of the present invention.

【図7】複合補強材の例を示した横断面図である。FIG. 7 is a cross-sectional view showing an example of a composite reinforcing material.

【図8】複合補強材の例を示した横断面図である。FIG. 8 is a cross-sectional view showing an example of a composite reinforcing material.

【図9】複合補強材の例を示した横断面図である。FIG. 9 is a cross-sectional view showing an example of a composite reinforcing material.

【図10】型枠・内装下地兼用断熱材パネルの斜視図で
ある。
FIG. 10 is a perspective view of a heat insulating material panel that also serves as a formwork / interior base.

【図11】同上の要部拡大図である。FIG. 11 is an enlarged view of a main part of the above.

【図12】発泡プラスチック断熱板の表面に凹凸を形成
した状態を説明する1部を切り欠いた要部拡大斜視図で
ある。
FIG. 12 is an enlarged perspective view of a main part with a part cut away for explaining a state where irregularities are formed on the surface of the foamed plastic heat insulating plate.

【図13】複合補強材に印、不陸調整用のダイスの加工
を施した状態の要部拡大斜視図である。
FIG. 13 is an enlarged perspective view of an essential part of a state in which the composite reinforcing material is processed with a mark and a die for adjusting the unevenness.

【符号の説明】[Explanation of symbols]

A 型枠・内装下地兼用断熱材パネル 1 合板型枠 2 内端太 3 フォームタイ 4 外端太 5 セパレータ 6 発泡プラスチック断熱板 7 複合補強材 7A 角棒状体 7C 補強型材 7D 補強型材 10 平頭らせん釘などの釘 11 内装ボード A Formwork / interior groundwork combined heat insulation panel 1 Plywood formwork 2 Inner end thick 3 Form tie 4 Outer end thick 5 Separator 6 Foamed plastic heat insulating plate 7 Composite reinforcement 7A Square bar 7C Reinforcement mold 7D Reinforcement mold 10 Flat head spiral nail Nails such as 11 Interior board

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 発泡プラスチック断熱板に、金属、プラ
スチック、木材又はそれらの再生材、廃棄物材と発泡
剤、セラミックス、ガラス繊維等の複合材料を成型加工
して構成された剛性の強い複合補強材を、端太間隔に固
定一体化したことを特徴とする型枠・内装下地兼用断熱
材パネル。
1. A highly rigid composite reinforcement formed by molding a composite material such as metal, plastic, wood or recycled material thereof, waste material and foaming agent, ceramics, glass fiber, etc. on a foamed plastic heat insulating plate. A heat insulating material panel that also serves as a formwork / interior groundwork, characterized in that the materials are fixed and integrated at intervals of the edges.
【請求項2】 型枠・内装下地兼用断熱材パネル(A)
を型枠のせき板替わりに用いて建込み、セパレータ
(5)、フォームタイ(3)を取付けたのち、外端太
(4)を所定間隔で設けてサーポートで固定したのち、
生コンクリートを流し込み、コンクリート養生硬化後は
支保工を取外し、内装ボード(11)を複合補強材
(7)に平頭らせん釘などの釘(10)で打込み内装壁
張りを行うよう構成されたことを特徴とする型枠・内装
下地兼用断熱材パネルの施工方法。
2. A heat insulating material panel (A) which also serves as a formwork / interior substrate
After using the as a substitute for the weir of the formwork, after attaching the separator (5) and the foam tie (3), after providing the outer end thickness (4) at a predetermined interval and fixing it with the support,
After pouring ready-mixed concrete and removing the supporting work after curing the concrete, the interior board (11) was reinforced with composite nails (10) such as flat-headed spiral nails for interior walling. A method of constructing a heat insulating material panel that also serves as a formwork / interior base.
JP35582391A 1991-12-20 1991-12-20 Formwork / interior groundwork combined heat insulation panel and formwork / interior groundwork combined heat insulation panel construction method Expired - Lifetime JPH076244B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35582391A JPH076244B2 (en) 1991-12-20 1991-12-20 Formwork / interior groundwork combined heat insulation panel and formwork / interior groundwork combined heat insulation panel construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35582391A JPH076244B2 (en) 1991-12-20 1991-12-20 Formwork / interior groundwork combined heat insulation panel and formwork / interior groundwork combined heat insulation panel construction method

Publications (2)

Publication Number Publication Date
JPH05171723A true JPH05171723A (en) 1993-07-09
JPH076244B2 JPH076244B2 (en) 1995-01-30

Family

ID=18445933

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35582391A Expired - Lifetime JPH076244B2 (en) 1991-12-20 1991-12-20 Formwork / interior groundwork combined heat insulation panel and formwork / interior groundwork combined heat insulation panel construction method

Country Status (1)

Country Link
JP (1) JPH076244B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100747698B1 (en) * 2006-02-08 2007-08-08 김성모 Reinforced panel made of expanded plastics for building's wall
NO20220402A1 (en) * 2022-04-01 2023-10-02 Dingstad Bjoern Erling A building element

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100747698B1 (en) * 2006-02-08 2007-08-08 김성모 Reinforced panel made of expanded plastics for building's wall
NO20220402A1 (en) * 2022-04-01 2023-10-02 Dingstad Bjoern Erling A building element

Also Published As

Publication number Publication date
JPH076244B2 (en) 1995-01-30

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