JP2655947B2 - Construction method of concrete driving wall using formwork and thermal insulation - Google Patents

Construction method of concrete driving wall using formwork and thermal insulation

Info

Publication number
JP2655947B2
JP2655947B2 JP3104520A JP10452091A JP2655947B2 JP 2655947 B2 JP2655947 B2 JP 2655947B2 JP 3104520 A JP3104520 A JP 3104520A JP 10452091 A JP10452091 A JP 10452091A JP 2655947 B2 JP2655947 B2 JP 2655947B2
Authority
JP
Japan
Prior art keywords
formwork
concrete
heat insulating
insulating material
line
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP3104520A
Other languages
Japanese (ja)
Other versions
JPH04333769A (en
Inventor
邦夫 宮宇地
勇 高木
照麿 永井
正豪 小山
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.)
Sekisui Kaseihin Kogyo KK
Original Assignee
Sekisui Kaseihin 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 Sekisui Kaseihin Kogyo KK filed Critical Sekisui Kaseihin Kogyo KK
Priority to JP3104520A priority Critical patent/JP2655947B2/en
Publication of JPH04333769A publication Critical patent/JPH04333769A/en
Application granted granted Critical
Publication of JP2655947B2 publication Critical patent/JP2655947B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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、型枠兼用断熱材を用い
たコンクリート打ち込み壁の施工方法に係り、特に鉄筋
コンクリート造りの断熱施工コンクリート打込み工程に
おいて、その施工工程を簡略化しかつ出来上がり精度を
向上することのできる壁の施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a concrete-casting wall using a heat-insulating material which is also used as a formwork. The present invention relates to a construction method of a wall that can be used.

【0002】[0002]

【従来の技術】従来、建築物の省エネルギー化の一手段
としてコンクリート壁面に断熱施工を施すことが広く一
般的に行われて来ており、鉄筋コンクリート(RC)造
りあるいは鉄骨鉄筋コンクリート(SRC)造りにおい
てはかかる断熱施工における断熱材として、断熱性、吸
湿性の面から合成樹脂発泡体が広く採用されている。
2. Description of the Related Art Conventionally, it has been widely and generally practiced to heat-insulate concrete walls as a means of saving energy in buildings. In the construction of reinforced concrete (RC) or steel-frame reinforced concrete (SRC), As a heat insulating material in such heat insulating construction, a synthetic resin foam is widely used in terms of heat insulating properties and hygroscopicity.

【0003】この場合の施工においては、価格の面ある
いは工期の短縮化の観点から、図4に示す如く、コンク
リート壁面を形成するコンクリート打込み型枠6、6の
内側に両面紙付断熱材12あるいは合成樹脂発泡体板を釘
止め13することにより固定し、型枠6、6内の空間11に
コンクリートを打込んだ後その硬化とともに断熱材12
をコンクリートと接着し、次いで型枠6を取りはずすと
いった方法が一般的に行われている。なお、図中、7、
8は型枠の膨出を抑えるための縦方向および横方向の端
太材、9は空間11の間隔を維持しかつ断熱材12を押さえ
ておくためのセパレータ、10は止め金具を示している。
In the construction in this case, as shown in FIG. 4, from the viewpoint of cost or shortening of the construction period, the heat insulating material 12 with double-sided paper or the inside of the concrete driving formwork 6 forming the concrete wall is provided. The synthetic resin foam plate is fixed by nailing 13 and concrete is poured into the space 11 in the molds 6 and 6, and the concrete is hardened and the heat insulating material 12 is formed.
In general, a method of adhering the mold to concrete and then removing the formwork 6 is performed. In the figure, 7,
Reference numeral 8 denotes a longitudinally and laterally thick material for suppressing swelling of the mold, 9 denotes a separator for maintaining the space of the space 11 and holding down the heat insulating material 12, and 10 denotes a stopper. .

【0004】すなわち、従来の工法においては、断熱材
の取り付け、型枠の建込み、コンクリート打設、端太材
・棧木・合板の解体および片付け、仕上げという多くの
工程を必要としていた。これは、コンクリートと接着す
べき断熱材あるいは発泡体板が強度的に弱いものであ
り、コンクリート打込み時の側圧に耐え得るものではな
いため、コンクリート型枠を別個に設けなければならな
いこと、打込まれたコンクリートからの吸水あるいは温
度変化により発泡体板が変形してしまうことから型枠と
の間の釘止めが不十分であったりすると型枠の間にすき
まが発生し、発泡体板等の表面にのろが回り込むみその
結果発泡体板と型枠との接続部にコンクリートが充填さ
れ、ヒートブリッジ、コールドブリッジ等が発生し、建
物の断熱性能を損なう恐れがあることなどの理由によ
る。
That is, in the conventional construction method, many steps such as installation of a heat insulating material, construction of a formwork, casting of concrete, dismantling and clearing of thick wood, plywood and plywood, and finishing are required. This is because the heat insulating material or foam plate to be bonded to the concrete is weak in strength and cannot withstand the lateral pressure when concrete is poured, so a concrete formwork must be provided separately. If the foam plate is deformed due to water absorption or temperature change from the soiled concrete, if the nailing with the mold is insufficient, a gap will be created between the molds and the foam plate etc. This is because the connection between the foam plate and the formwork is filled with concrete, and heat bridges, cold bridges, etc. are generated, which may impair the heat insulation performance of the building.

【0005】一方、これらの問題点を解決したものとし
て、断熱板の表面にコンクリート打込み時の側圧に耐え
る硬質面材を貼着した断熱材が提案されており(特開昭
61-294048号公報)、また、本出願人も先に硬質合成樹
脂フォームからなる断熱層の表裏両面に、フォーム面よ
り接着剤を介在して貼合わせた面材を積層させたことを
特徴とする型枠兼用断熱ボードおよびそのボードを用い
るコンクリート打ち込み型枠パネル構造を提案してい
る。
On the other hand, as a solution to these problems, there has been proposed a heat insulating material in which a hard surface material capable of withstanding the lateral pressure when concrete is poured is adhered to the surface of the heat insulating plate (Japanese Patent Application Laid-Open No. Sho.
In addition, the present applicant has also characterized in that a surface material laminated earlier with an adhesive from the foam surface on both front and back surfaces of a heat insulating layer made of a rigid synthetic resin foam. And a concrete-implanted formwork panel structure using the board.

【0006】そしてこの種の型枠兼用断熱材およびそれ
を用いた施工方法は、それ自体がコンクリート打込み型
枠の型枠を構成し、かつ断熱板の表面に貼着した面材が
内装下地をも兼ねる得ることなどにより、工期の短縮化
を図ることができることから、今日の建築現場で多く用
いられてきている。
[0006] This type of insulating material also serving as a formwork and a construction method using the same, constitute a formwork of a concrete-implanted formwork itself, and the surface material adhered to the surface of the heat insulating plate serves as an interior base material. It is widely used in today's construction sites because the construction period can be shortened by, for example, obtaining the same.

【0007】[0007]

【発明が解決しようとする課題】しかして、前記公知の
断熱材を用いてコンクリート打ち込み縦壁を施工するに
あたっては、合成樹脂発泡断熱材の表面に積層した補強
面材の作用により、コンクリート打込み時に断熱材側の
型枠を省略することができ従来工法に比べ一定の作業工
程の簡素化を図ることができるが、打込みコンクリート
の側圧による型枠兼用断熱材の表面の変形を防止するた
めに、端太材・棧木などの組付け工程は従来と同様に行
う必要がある。その際に、型枠を用いない工程であるが
ために端太材、特に縦方向の端太材の間隔をある程度密
にしかつ等間隔に設けることが必要であり、端太材相互
間の間隔にばらつきがある場合には、間隔のより広い部
分に応力が集中しがちとなり、コンクリートの打設時に
断熱材の表面にタワミが生じ、全体として波打ち状の凹
凸面となる場合がある。
However, when the concrete-injected vertical wall is constructed using the above-mentioned known heat-insulating material, the reinforcing face material laminated on the surface of the synthetic resin foamed heat-insulating material causes the concrete-injected vertical wall to work. It is possible to omit the mold on the side of the heat insulating material and to simplify a certain work process as compared with the conventional method.However, in order to prevent the deformation of the surface of the heat insulating material also serving as the form due to the side pressure of the poured concrete, It is necessary to carry out the process of assembling the thick wood and the arbor in the same manner as in the prior art. At this time, since the process does not use a formwork, it is necessary to make the gap between the thick ends, particularly the vertical thick ends to some extent and provide them at equal intervals. If there is a variation in stress, stress tends to concentrate on the wider portion, and the surface of the heat insulating material may be deformed at the time of placing concrete, resulting in a wavy irregular surface as a whole.

【0008】それを避けるために、施工現場では端太材
の組付けには熟練工が充分な注意を払って行っているの
が現状はであるものの、実際には端太材を全施工区域に
亘り等しい間隔で組付けていくことは極めて困難であっ
た。また、熟練工自体の数が減少しつつある今日におい
て、既に開発されている型枠兼用断熱材をその利点を充
分に活用した形で建造物に組付け・施工を行うことがま
すます困難になろうとしている。
In order to avoid this, skilled workers pay careful attention to assembling the timber at the construction site, but in practice, the timber is installed in the entire construction area. It was extremely difficult to assemble them at equal intervals throughout. In addition, today, as the number of skilled workers themselves is decreasing, it has become increasingly difficult to assemble and construct already-developed formwork / insulation materials to buildings in a form that makes full use of their advantages. I'm trying.

【0009】本発明はかかる問題点を解消し、型枠兼用
断熱材を用いたコンクリート打ち込み縦壁の施工方法に
おいて、その打ち込み型枠の組付け工程を簡素化すると
共に、熟練工に頼らなくても短時間でかつ確実に端太材
の組付け施工をすることを可能にした施工方法を得るこ
とを目的としている。
The present invention solves such a problem, and in a method of constructing a concrete-filled vertical wall using a heat-insulating material that also serves as a formwork, simplifies the assembling process of the formwork-in-place and eliminates the need for relying on skilled workers. It is an object of the present invention to obtain a construction method which enables a short and reliable assembling work of a thick material.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、相対峙して並設する2つの型枠の外側を
仮設補強材にて固定し、コンクリート打ち込み空間を形
成し、該空間にコンクリートを打設、養生して壁を形成
する施工方法であって、少なくとも一方の型枠として、
硬質合成樹脂発泡体の少なくとも一面に面材を積層させ
た型枠兼断熱材であって、該面材の表面全体に標識とな
る線を一定間隔で有している標識線付き型枠兼用断熱材
を、該標識線側が外側となるようにして用い、該標識線
付き型枠兼用断熱材の該標識線を設置基準線として該仮
設補強材を設置していくことを特徴とする、壁を形成す
る施工方法を開示し、提供する。
In order to achieve the above object, according to the present invention, the outside of two formwork which are arranged side by side facing each other is fixed with a temporary reinforcing material to form a concrete driving space. A method of casting concrete in a space and curing it to form a wall, and as at least one formwork,
A formwork / heat insulating material in which a face material is laminated on at least one surface of a rigid synthetic resin foam, and a mark line-attached formwork heat insulating material having a mark line at regular intervals on the entire surface of the face material. The material is used such that the sign line side is on the outside, and the temporary reinforcing material is installed using the sign line of the formwork and heat insulating material with the sign line as an installation reference line. Disclose and provide a forming method for forming.

【0011】標識線を断熱材の縦および横の側辺に沿っ
て平行に設けることにより断熱材を縦長の方向、横長の
方向いずれに用いる施工であっても、その目的を有効に
達成することが可能となり、また、間隔を異にする複数
組の標識線を設けることにより同一形状の断熱材を異な
った施工環境に用いて有効に施工することが可能とな
る。
[0011] The object can be effectively achieved by providing the marker line in parallel along the vertical and horizontal sides of the heat insulating material, regardless of whether the heat insulating material is used in the longitudinal direction or the horizontal direction. In addition, by providing a plurality of sets of marker lines having different intervals, it is possible to effectively perform the construction by using the same shape of heat insulating material in different construction environments.

【0012】[0012]

【実施例】以下、本発明の一実施例に基づきより詳細に
説明する。なお、本発明においてその基材となる、硬質
合成樹脂発泡体からなる断熱層の少なくとも一面に、面
材を積層させた型枠兼用断熱材自体は、前記したような
従来公知のものであるが、その一例を示せば次のようで
ある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in more detail based on one embodiment. In the present invention, as a base material, at least one surface of a heat insulating layer made of a rigid synthetic resin foam, a formwork / heat insulating material itself in which a face material is laminated is a conventionally known material as described above. An example is as follows.

【0013】例えば、用いる硬質合成樹脂発泡体からな
る断熱材としては、ポリスチレン発泡体、ポリエチレン
発泡体、ポリプロピレン発泡体、ポリプロピレン発泡
体、硬質ウレタン発泡体、フェノール発泡体、イソシア
ネート発泡体、エポキシ発泡体等のものが挙げられる。
断熱層の厚さは特に限定されるものでなく、施工環境に
応じ任意に選定しうる。
For example, as the heat insulating material made of a rigid synthetic resin foam to be used, polystyrene foam, polyethylene foam, polypropylene foam, polypropylene foam, rigid urethane foam, phenol foam, isocyanate foam, epoxy foam And the like.
The thickness of the heat insulating layer is not particularly limited and can be arbitrarily selected according to the construction environment.

【0014】断熱材に積層する補強層としては例えば耐
水ライナー、耐水クラフト、ガラス繊維不織布、アスベ
スト不織布、炭カル紙からなる群から選択される少なく
とも一種であるものから構成することができる。この補
強層は本発明の断熱材においてコンクリート打込み時に
発生する表裏面の圧縮引張り応力を負担すると共に型枠
組立からコンクリート打込みまでの雨、直射日光などの
自然環境変化に対し、寸法安定性を確保するためのもの
である。
The reinforcing layer to be laminated on the heat insulating material can be composed of at least one selected from the group consisting of a water-resistant liner, a water-resistant kraft, a glass fiber nonwoven fabric, an asbestos nonwoven fabric, and carbon paper. This reinforcement layer bears the compressive tensile stress of the front and back surfaces generated when concrete is poured in the heat insulating material of the present invention, and secures dimensional stability against natural environmental changes such as rain, direct sunlight, etc. from formwork assembly to concrete driving. It is for doing.

【0015】さらに、表面材としては、例えばアスベス
ト紙、ガラス繊維不織布、ポリエステル繊維不織布、炭
酸カルシュウムとパルプ、ガラス混抄紙(炭カル紙)な
どを用いることができる。前記各層、例えば、補強層と
してのライナー紙と表面層材としての炭化カルシウム紙
との間の接合のため、接着剤として接着用ポリエチレ
ン、エチレン酢酸ビニル共重合体などの薄膜を介在さ
せ、加熱接合を行うようにしてもよい。
Further, as the surface material, for example, asbestos paper, glass fiber non-woven fabric, polyester fiber non-woven fabric, calcium carbonate and pulp, glass mixed paper (charcoal paper) and the like can be used. Each layer, for example, for bonding between liner paper as a reinforcing layer and calcium carbide paper as a surface layer material, a bonding thin film such as an adhesive polyethylene or ethylene-vinyl acetate copolymer as an adhesive, and heat bonding. May be performed.

【0016】以上のようにして構成される本発明の断熱
材をコンクリート打込み型枠パネル構造の少なくとも一
方の型枠として使用する場合には、通常のコンクリート
打込み型枠パネルとして相対峙して並設する2つの型枠
を仮設補強材、例えば端太材、にて固定し両型枠間にコ
ンクリート打込み空間を形成するにあたって、少なくと
も一方の型枠として端太材を使用することなく、本発明
の断熱材をそのまま使用することができる。
When the heat insulating material of the present invention constructed as described above is used as at least one formwork of the concrete-implanted formwork panel structure, it is arranged side by side as a normal concrete-implanted formwork panel. When two concrete forms to be fixed with a temporary reinforcing material, for example, a thick material, to form a concrete implantation space between the two forms, without using the thick material as at least one of the forms, Insulation can be used as is.

【0017】図1は本発明の施工方法に用いる型枠兼用
断熱材の一実施例の断面図を示している。この型枠兼用
断熱材1は、断熱層2として押出ポリスチレン発泡体を
用いており、該断熱層2の表裏表面には、接合のために
例えば接着用ポリエチレン薄膜を介在させた状態で加熱
接合した補強層3および接着表面層4からなる少なくと
も2層構造を有する面材5を積層させたものである。
FIG. 1 is a cross-sectional view of an embodiment of a mold and heat insulating material used in the construction method of the present invention. The heat-insulating material 1 also uses an extruded polystyrene foam as the heat-insulating layer 2, and is heat-bonded to the front and back surfaces of the heat-insulating layer 2 with a bonding polyethylene thin film interposed therebetween for bonding. It is obtained by laminating face materials 5 having at least a two-layer structure composed of a reinforcing layer 3 and an adhesive surface layer 4.

【0018】この場合の型枠兼用断熱材1は、その面材
5の構成として補強層3、および接着表面層4の2層構
造を少なくとも採用すれば良いのであってかかる層構造
を採用することにより、コンクリート打込みまでの間変
形することなくコンクリート側圧に耐え、かつコンクリ
ートとの接着性が確保されることになる。さらに、この
型枠兼用断熱材1は、その面材5の表面に仮設補強材、
例えば縦端太材7の建込み位置の目安となる標識線を一
定間隔で形成している。図2はそのような標識線を付し
た型枠兼用断熱材1を用いてコンクリート打込み空間を
形成する場合の型枠兼用断熱材1と縦端太材7との位置
関係の一例を示している。図2において、この型枠兼用
断熱材1の面材5の表面には3種類の標識線A、B、C
が設けられており、縦端太材7を標識線A上に付設した
ものを示している。なお、標識線Aは例えば20cm間
隔で断熱材1の短辺に沿って平行に付されたものであ
り、標識線Bは例えば15cm間隔で断熱材1の長辺に
沿って平行に付されたものであり、さらに標識線Cは標
識線A、Aの中間位置にそれらと平行に付されたもので
ある。
In this case, the formwork heat-insulating material 1 only needs to adopt at least a two-layer structure of the reinforcing layer 3 and the adhesive surface layer 4 as a structure of the face material 5. Thereby, it is possible to withstand the lateral pressure of the concrete without being deformed until the concrete is poured, and to secure the adhesiveness with the concrete. Further, the heat-insulating material 1 also serves as a temporary reinforcing material on the surface of the face material 5.
For example, a marker line which is a standard for the position of the vertical thick member 7 to be built is formed at regular intervals. FIG. 2 shows an example of a positional relationship between the formwork heat insulating material 1 and the vertical end thick material 7 when a concrete driving space is formed by using the formwork heat insulating material 1 provided with such a marking line. . In FIG. 2, three types of marker lines A, B, and C are provided on the surface of the face material 5 of this
Are shown, and the vertical thick material 7 is attached on the marker line A. In addition, the marker line A is provided in parallel along the short side of the heat insulating material 1 at intervals of 20 cm, for example, and the marker line B is provided in parallel along the long side of the heat insulator 1 at intervals of 15 cm, for example. Further, the marker line C is provided at an intermediate position between the marker lines A and A in parallel with them.

【0019】図3はこのような型枠兼用断熱材を用いた
本発明の施工方法による施工されたコンクリート打込み
型枠パネル構造を模式的に示している。図2、図3を用
いて本発明による型枠兼用断熱材を用いたコンクリート
打ち込み縦壁の施工方法について以下説明する。このパ
ネル構造体の施工に当たっては、先ず相対峙して並設す
る2つの型枠を建込む。この実施例においては、一方の
型枠のみに本発明の断熱材1を用い、他方の型枠には通
常のコンパネ材6を用いているがは、双方を本発明の断
熱材1とすることも可能である。次に型枠兼用断熱材1
と他方の型枠である通常のコンパネ材6とにセパレータ
9を所要本数装着した後、型枠兼用断熱材1とコンパネ
材6の両外面部に縦方向の端太材7、7を組付ける。こ
の組付けに当たり、断熱材1側に通常のコンパネ材6を
用いないことから、断熱材側の端太材の建込みを可能な
限り等間隔で行うことが求められる。そこで本発明にお
いては、端太材の等間隔での建込みを容易に行い得るよ
うにするために、図2に示したような型枠兼用断熱材1
の面材5の表面に一定間隔で形成した標識線を利用す
る。
FIG. 3 schematically shows a concrete-implanted formwork panel structure constructed by the construction method of the present invention using such a formwork and heat insulating material. A method of constructing a concrete-implanted vertical wall using the mold and heat insulating material according to the present invention will be described below with reference to FIGS. In constructing this panel structure, first, two formwork which are arranged side by side facing each other are built. In this embodiment, the heat insulating material 1 of the present invention is used for only one of the molds, and the normal control panel material 6 is used for the other mold. Is also possible. Next, the heat insulation material 1 that also serves as a mold
After attaching the required number of separators 9 to the other formwork and the normal control panel material 6, the vertical end thick members 7 and 7 are attached to both outer surfaces of the formwork / heat insulation material 1 and the control panel material 6. . In this assembly, since the normal panel material 6 is not used on the heat insulating material 1 side, it is required that the thick materials on the heat insulating material side be installed at equal intervals as much as possible. Therefore, in the present invention, in order to make it possible to easily install the thick members at equal intervals, the heat insulating material 1 also serves as a mold as shown in FIG.
Marking lines formed at regular intervals on the surface of the face material 5 are used.

【0020】すなわち、本発明による標識線を付した型
枠兼用断熱材1を用いてその表面に端太材を取り付ける
には、作業者は既に表示されている標識線の所要のもの
を適宜選択しその位置に合わせて端太材を配置し固定し
ていく。従って、従来の工法のように、メジャーの類を
用いて端太材の建付け位置をそのつど測定しなくても、
その施工全区域に亘って等しい間隔で端太材を付設する
ことが可能となり、その結果作業時間は大幅に短縮さ
れ、また作業精度も大きく向上する。
That is, in order to attach a thick material to the surface using the form and heat insulating material 1 provided with a marker line according to the present invention, the operator appropriately selects a required marker line already displayed. Then, place and fix the thick material to the position. Therefore, unlike the conventional method, it is not necessary to measure the mounting position of the timber using a type of measure each time.
Thick lumber can be attached at equal intervals over the entire construction area, and as a result, the working time is greatly reduced and the working accuracy is greatly improved.

【0021】なお、そのような標識線を例えば図3の標
識線Bのように断熱材の他の側辺に沿っても形成するこ
とにより、型枠兼用断熱材を90度異なった方向で設置
する場合でも同様に等間隔での端太材の付設作業が可能
となり、施工現場での種々の要求に対応可能となる。さ
らに、標識線Cのように間隔を異にする標識線を設けて
もよくその場合にはさらに多くの施工環境に対応可能と
なる。
By forming such a marker line also along the other side of the heat insulating material, for example, as a marker line B in FIG. In this case, it is also possible to attach thick ends at equal intervals, and it is possible to respond to various requirements at the construction site. Further, a marker line having a different interval like the marker line C may be provided, and in such a case, it is possible to cope with more construction environments.

【0022】また、上記の実施例では、型枠兼用断熱材
の標識線は結果としてすべて等間隔になっているものを
示したが、一つの標識線の組はxcmの間隔で設け、他の
標識線の組はycmの間隔で設けるというように、間隔を
異にする複数組の標識線を同じ型枠兼用断熱材の表面に
形成することも可能であり、また、面材に標識線を付設
する手段は特に限定されるものではなく、印刷による手
段、ケガキによる手段、面材の成形時に面材自体に凹凸
などによる標識線を同時成形する手段など、視覚的に標
識線の存在を認識しうる手段しであればどのような手段
であってもよい。さらに、複数種の標識線を付設する場
合などには、それらを個々に識別しうるように、標識線
の形状を、例えば線の太さ、実線と破線などにより異な
らしめることやあるいは色相を代えることも極めて有効
な手段である。そして上記のどのような形態の型枠兼用
断熱材を用いる場合であっても、作業者は付された標識
線の適宜のものを基準線として選択して端太材を付設し
ていくことが可能であり、作業効率の大幅な改善が可能
となる。
Further, in the above embodiment, the marker lines of the mold and heat insulating material are all shown as being equally spaced as a result, but one set of marker lines is provided at an interval of xcm, and It is also possible to form a plurality of sets of marker lines at different intervals on the surface of the same formwork / insulating material, such as providing a set of marker lines at intervals of ycm. The means to be attached is not particularly limited, and means for visually recognizing the presence of a marker line such as a means by printing, a means by marking, and a means for simultaneously forming a marker line due to irregularities on the surface material itself when molding the surface material. Any means that can be used may be used. Furthermore, in the case of attaching a plurality of types of marker lines, the shape of the marker lines is changed according to, for example, the thickness of the line, the solid line and the broken line, or the hue is changed so that they can be individually identified. This is also an extremely effective means. In any case of using the form and heat insulating material of any of the above forms, the operator can select an appropriate one of the attached marking lines as a reference line and attach the thick material. It is possible, and the work efficiency can be greatly improved.

【0023】次に、横方向の仮設補強材8、8を適宜の
固定手段により取り付けた後、従来と同様に、生成され
た空間11にコンクリート15を打設し、コンクリートの養
生、固化の後、型枠、端太材などを解体、除去すること
により、断熱材を有するコンクリート縦壁が形成され
る。その後必要に応じて該断熱材の面材上に所要の仕上
げ加工を施す。
Next, after the temporary reinforcing members 8 in the horizontal direction are attached by appropriate fixing means, concrete 15 is poured into the created space 11 in the same manner as before, and the concrete is cured and solidified. The concrete vertical wall having the heat insulating material is formed by dismantling and removing the formwork, the edge material and the like. Thereafter, if necessary, a required finishing process is performed on the face material of the heat insulating material.

【0024】なお、上記の実施例では断熱材2の両面に
面材5を積層したもののみを示したが、面材の積層は片
面だけであっても目的は充分に達成できること、あるい
は、標識線を形成する面も、両面であっても片面であっ
てもよきものである。またこの標識線は、施工前におい
ては型枠兼用断熱材1の寸法合わせ時の基準線として、
あるいは施工終了後に端太材・合板などを解体した時に
も面材5の表面に残っていることから、該面材5上への
仕上げ材、内装材の貼着の際にも目印線として有効に利
用しうる利点もある。
In the above embodiment, only the heat insulating material 2 having the face materials 5 laminated on both sides is shown. However, the purpose can be sufficiently achieved even if the face materials are laminated on only one side, or The surface on which the line is formed may be either double-sided or single-sided. In addition, this marking line is used as a reference line at the time of dimensional adjustment of the formwork and heat insulating material 1 before construction.
Alternatively, it is effective as a mark line when attaching the finishing material or interior material to the surface material 5 because it remains on the surface of the surface material 5 even when the thick material or plywood is dismantled after the completion of construction. There is also an advantage available.

【0025】[0025]

【発明の効果】本発明による型枠兼用断熱材を用いたコ
ンクリート打ち込み縦壁の施工方法によれば、上記のよ
うにその補強層および接着表面層からなる少なくとも2
層構造を有した面材の表面に複数本の標識線を設けたも
のであるので、RC造り、SRC造りなどのコンクリー
ト打込みにおいてなんら余分な型枠を使用せずそのまま
型枠兼用をしてコンクリートの打込みが可能となること
に加え、必要とされる端太材の等間隔での建込みを何人
も容易、確実かつ迅速に行うことができ、端太材間での
たわみの少ない精度の高い仕上がりが得られ、かつ作業
時間も大幅に短縮することができるという実用上の大き
な効果を得ることができる。
According to the method for constructing a concrete-implanted vertical wall using a heat-insulating material which also serves as a form according to the present invention, at least two of the reinforcing layer and the adhesive surface layer are formed as described above.
Since a plurality of marker lines are provided on the surface of the face material having a layer structure, the concrete can be used as it is without using any extra formwork in concrete construction such as RC construction and SRC construction. In addition to being able to drive, it is possible for any number of people to easily, reliably and promptly install the required thick materials at equal intervals, with high precision with little deflection between the thick materials It is possible to obtain a practically great effect that a finish can be obtained and the working time can be greatly reduced.

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

【図1】本発明に用いられる型枠兼用断熱材の断面図。FIG. 1 is a cross-sectional view of a mold and heat insulating material used in the present invention.

【図2】本発明による型枠兼用断熱材を用いた端太材を
組付けた状態を示す図。
FIG. 2 is a view showing a state where a thick material using a mold / heat insulator according to the present invention is assembled.

【図3】本発明による型枠兼用断熱材を用いてコンクリ
ートを打設する場合の模式図。
FIG. 3 is a schematic diagram of a case where concrete is cast using the heat insulating material that also serves as a mold according to the present invention.

【図4】従来の施工法によるパネル構造の断面図。 1…型枠兼用断熱材、2…断熱層、3…補強層、 4…
接着表面層、5…面材 7、8…端太材、A、B、C…標識線
FIG. 4 is a sectional view of a panel structure by a conventional construction method. DESCRIPTION OF SYMBOLS 1 ... Insulation material which also serves as a formwork, 2 ... Heat insulation layer, 3 ... Reinforcement layer, 4 ...
Adhesive surface layer, 5: face material 7, 8: thick material, A, B, C: marker line

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 相対峙して並設する2つの型枠の外側
仮設補強材にて固定し、コンクリート打ち込み空間を形
成し、該空間にコンクリートを打設、養生して壁を形成
する施工方法であって、少なくとも一方の型枠として、
硬質合成樹脂発泡体の少なくとも一面に面材を積層させ
た型枠兼断熱材であって、該面材の表面全体に標識とな
る線を一定間隔で有している標識線付き型枠兼用断熱材
を、該標識線側が外側となるようにして用い、該標識線
付き型枠兼用断熱材の該標識線を設置基準線として該仮
設補強材を設置していくことを特徴とする、壁を形成す
る施工方法。
1. A construction in which the outside of two formwork which are arranged side by side facing each other is fixed with a temporary reinforcing material to form a concrete driving space, and concrete is poured into the space and cured to form a wall. A method, wherein at least one of the formwork includes:
Laminate the face material on at least one surface of the rigid synthetic resin foam
Forming and heat insulating material , having a marking line at regular intervals on the entire surface of the face material.
Forming the wall by using the marker line side to be outside and installing the temporary reinforcing material using the marker line of the formwork and heat insulating material with the marker line as an installation reference line. Construction method.
JP3104520A 1991-05-09 1991-05-09 Construction method of concrete driving wall using formwork and thermal insulation Expired - Lifetime JP2655947B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3104520A JP2655947B2 (en) 1991-05-09 1991-05-09 Construction method of concrete driving wall using formwork and thermal insulation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3104520A JP2655947B2 (en) 1991-05-09 1991-05-09 Construction method of concrete driving wall using formwork and thermal insulation

Publications (2)

Publication Number Publication Date
JPH04333769A JPH04333769A (en) 1992-11-20
JP2655947B2 true JP2655947B2 (en) 1997-09-24

Family

ID=14382770

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3104520A Expired - Lifetime JP2655947B2 (en) 1991-05-09 1991-05-09 Construction method of concrete driving wall using formwork and thermal insulation

Country Status (1)

Country Link
JP (1) JP2655947B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102249354B1 (en) * 2020-10-05 2021-05-07 주식회사 서린브릿지텍 Double composite box girder with separate pouring bottom concrete structure and the construction method therefor

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3339744B2 (en) * 1994-03-25 2002-10-28 アキレス株式会社 Formwork and heat insulation panel

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5316188U (en) * 1976-07-09 1978-02-10
JPS6020601A (en) * 1983-07-14 1985-02-01 Matsushita Electric Ind Co Ltd Microwave circuit device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102249354B1 (en) * 2020-10-05 2021-05-07 주식회사 서린브릿지텍 Double composite box girder with separate pouring bottom concrete structure and the construction method therefor

Also Published As

Publication number Publication date
JPH04333769A (en) 1992-11-20

Similar Documents

Publication Publication Date Title
WO2009105468A2 (en) Construction panel system and method of manufacture thereof
JP6635291B2 (en) Transparent temporary frame structure of external insulation that forms a reinforced concrete building with no adjacent ground
US20070269760A1 (en) Heat Insulation Panel Serving Also as Mold Form, and Outer Heat Insulation Structure
JP2655947B2 (en) Construction method of concrete driving wall using formwork and thermal insulation
US20080289286A1 (en) Method of constructing foundation substructure and a building
EP3594425B1 (en) A load-bearing wall structure
JPH0833034B2 (en) Insulation board that also serves as a formwork, and concrete-casting formwork panel structure using the board
SE470237B (en) Building wall, procedure for erecting a building wall and elements for such a wall
JP2010185187A (en) Outside heat insulation construction method and outside heat insulation concrete wall
JP2540457B2 (en) Heat insulation construction method
JP2694438B2 (en) Formwork and heat insulation board
JPH04127311U (en) Insulation material for formwork with marking lines
JP4243242B2 (en) Finishing base material and heat-insulated driving form panel and construction method using the panel
JPH07113278A (en) Heat-insulation panel used as form in common
JPH0359265A (en) Heat insulating board concurrently serving as formwork
JPH05112993A (en) Construction of concrete building
CN220954030U (en) Flexible connection assembly autoclaved aerated concrete outer wall large plate system for integrated construction
JPS61294048A (en) Heat insulating board also used as mold frame and concrete casting mold frame panel structure using the same
JP3745473B2 (en) Form corner panel
JPH05306556A (en) Construction method for insulation wall using form-insulation board
JPH0378901B2 (en)
JP3523558B2 (en) Exterior wall construction structure
JPH0649935A (en) Construction of heat-insulation wall by use of heat-insulation board used as molding frame
JPH0378902B2 (en)
JPS6350338Y2 (en)