JPS6236098B2 - - Google Patents
Info
- Publication number
- JPS6236098B2 JPS6236098B2 JP56068221A JP6822181A JPS6236098B2 JP S6236098 B2 JPS6236098 B2 JP S6236098B2 JP 56068221 A JP56068221 A JP 56068221A JP 6822181 A JP6822181 A JP 6822181A JP S6236098 B2 JPS6236098 B2 JP S6236098B2
- Authority
- JP
- Japan
- Prior art keywords
- molded
- hook
- plates
- plate
- back side
- 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
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- Retaining Walls (AREA)
- Building Environments (AREA)
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明はコンクリートを型枠に流し込んで構
築する建造物の外壁を型枠の外型を兼ねた成形板
で外装すると共に、外断熱式にする建造物の外壁
の構築方法に関する。[Detailed Description of the Invention] <Industrial Application Field> This invention covers the outer wall of a building constructed by pouring concrete into a formwork with a molded board that also serves as the outer mold of the formwork, and also provides external insulation. Concerning methods for constructing external walls of buildings.
〈従来の技術〉
本出願人は特願昭55−117826号(特開昭57−
44046号公報)により、コンクリートを流し込む
型枠の少なくとも片側を、立て並べた上下方向に
多段の所定の板厚、横幅、高さを有する成形板
(例えばコンクリート製、ガラス繊維を含ませた
GRC製、鉄繊維を含ませたFRC製、セメントの
代りにレジンをバインダとしたレジンコンクリー
ト製など)で構成し、流し込んだコンクリートで
構築されたコンクリート壁を上記成形板で外装す
る建造物の外壁や開仕切壁の構築方法を提案し
た。<Prior art> The present applicant has filed Japanese Patent Application No. 55-117826 (Japanese Unexamined Patent Application No. 57-117-
According to Publication No. 44046), at least one side of the formwork into which concrete is poured is formed by forming plates (e.g., made of concrete, containing glass fiber) having a predetermined thickness, width, and height in multiple stages in the vertical direction.
Exterior walls of buildings constructed of poured concrete (GRC, FRC containing iron fibers, resin concrete using resin as a binder instead of cement, etc.) and covered with the above-mentioned molded plates. We proposed a method for constructing open partition walls.
〈発明が解決しようとする問題点〉
しかし、上記方法によつては、内断熱式に較べ
て内部結露が起こりにくゝ、省エネルギー、居住
性向上、建物の耐久性向上等、種々な面で好まし
い外断熱式の建造物の外壁を構築することはでき
ない。<Problems to be solved by the invention> However, the above method has various advantages such as less internal condensation than the internal insulation type, energy saving, improved livability, and improved building durability. It is not possible to construct the exterior walls of buildings with preferred external insulation.
〈問題点を解決するための手段〉
そこで本発明は前記先行提案の構築方法を利用
して外断熱式の建造物の外壁を構築するために、
コンクリートを流し込んで建造物の外壁を構築
する型枠の室外側の外型を、立て並べた上下方向
に多段の所定の板厚、横幅、高さを有する成形板
で構成し、構築された外壁の外面を上記成形板で
外装する建造物の外壁の構築方法において;
上記各成形板のコンクリートが流し込まれる裏
面の、横幅の各端より横幅の長さのほゞ1/4だけ
内方に寄つた上下の位置に、V形、U形等の折返
し部を備え、且つ上下方向に開放して一定長さ突
出するフツクを設けると共に、このフツクを避け
て各成形板の裏面に断熱材を取付け;
相互に上段の成形板の下のフツクと、下段の成
形板の上のフツクに、各板の裏面と、各フツクの
折返し部に揺動可能に摺接する結合具を一連に通
して上段と下段の成形板を結合することを特徴と
する。<Means for Solving the Problems> Therefore, the present invention provides a method for constructing the exterior wall of a building by pouring concrete in order to construct the exterior wall of an externally insulated building using the construction method of the previous proposal. The exterior form of the outdoor side of the frame is composed of molded boards arranged vertically in multiple stages having a predetermined thickness, width, and height, and the outer surface of the constructed external wall is covered with the molded boards. In the method of constructing the outer wall: On the back side of each of the above-mentioned molded plates into which concrete is poured, V-shaped, U-shaped, etc. At the same time, a hook is provided that is open in the vertical direction and protrudes for a certain length, and a heat insulating material is attached to the back side of each molded plate, avoiding this hook; , characterized in that the upper and lower molded plates are connected by passing a series of coupling tools that swingably slide into the back surface of each plate and the folded portion of each hook through the hooks on the lower molded plates. .
〈作用〉
外型用の成形板の裏面にはフツクを避けて断熱
材が取付けてある。従つて、成形板の裏面から一
体に一定長さ突出するフツクに、結合具を成形板
の裏面と、フツクの折返し部に摺接させて上下方
向に通し、立て並べた相互に下段の成形板上に上
段の成形板を不動に立て並べて外型を構成するこ
とができる。この場合、相互に下段の成形板の上
のフツクと、上段の成形板の下のフツクの位置が
成形板の横幅方向に多少ずれても、結合具は上下
の成形板の裏面と各板のフツクの折返し部に摺接
した状態で揺動可能であるため支障なく両フツク
に通り、上段と下段の成形板を結合する。<Function> A heat insulating material is attached to the back side of the molding plate for the outer mold, avoiding the hook. Therefore, a hook that integrally protrudes a certain length from the back surface of the molded plate is passed through vertically by sliding the coupling tool on the back surface of the molded plate and the folded part of the hook, and the molded plates arranged vertically at the lower stage are connected to each other. The outer mold can be constructed by arranging the upper molding plate immovably on top. In this case, even if the positions of the hook on the lower molded plate and the hook under the upper molded plate are slightly shifted in the width direction of the molded plate, the connectors are connected to the back side of the upper and lower molded plates. Since it can swing while in sliding contact with the folded portion of the hook, it passes through both hooks without any problem and joins the upper and lower molded plates.
そして、この外型と、これに対向して立設した
内型の間にコンクリートを流し込むとコンクリー
トは結合具が通つている上段と下段の成形板のフ
ツク中にも回り込み、成形板を外壁に確実に結合
し、こうして外型を構成した成形板は外壁を外装
し、且つ成形板の裏面の断熱材は構築した外壁を
外断熱式にする。 Then, when concrete is poured between this outer mold and the inner mold set up opposite it, the concrete flows into the hooks of the upper and lower molded plates through which the connectors pass, and the molded plates are attached to the outer wall. The molded plates that are securely connected and thus constitute the outer mold cover the outer wall, and the heat insulating material on the back side of the molded plates makes the constructed outer wall an external heat insulation type.
〈実施例〉
図面において、1は外型を構成する前述のコン
クリート製などの成形板で、その裏面に接着など
で断熱材2が取付けてある。断熱材は発泡スチロ
ールなどで一定の厚さに成形した断熱板、ロツク
ウール、グラスウールのマツト或いはこれに接着
剤を加えて成形した板など任意である。<Example> In the drawings, reference numeral 1 denotes a molded plate made of concrete or the like described above constituting the outer mold, and a heat insulating material 2 is attached to the back surface thereof by adhesive or the like. The heat insulating material may be any suitable material, such as a heat insulating board made of polystyrene foam or the like to a certain thickness, a mat made of rock wool or glass wool, or a board made by adding an adhesive to this material.
この成形板1は、内部にラス、縦横の鉄筋等補
強材を埋め込み、且つ裏面の所定位置からはV型
或いはU形の折返し部を備え、且つ、上下方向に
開放したフツク3が一定長さ突出する様にコンク
リートなどで形成したもので、一例としてその大
きさは厚さ約2cm、高さ約15cm、横幅約45cmであ
る。フツク3は基板を成形する際に埋め込む横方
向の鉄筋の一部を裏面に折返し状に曲げて形成し
てもよいし、上記鉄筋とは別に基部を成形板中に
埋め込ませて設けてもよい。フツク3の突出位置
は、成形板の横幅のほゞ1/4の長さ宛各端から内
側に寄つた上下とし、下の段の上に上の段を芋目
地で立て並べたときでも、横幅の1/2だけ横にず
らし下の段の上に上の段を破れ目地で立て並べた
ときでも垂直方向に揃う様にする。 This molded plate 1 has reinforcing materials such as laths and vertical and horizontal reinforcing bars embedded inside, has a V-shaped or U-shaped folded part from a predetermined position on the back side, and has a hook 3 that is open in the vertical direction and has a fixed length. It is made of concrete or the like so that it protrudes, and its dimensions are, for example, about 2 cm thick, about 15 cm high, and about 45 cm wide. The hook 3 may be formed by bending a part of horizontal reinforcing bars to be embedded in the back surface when forming the board, or may be provided by having a base part embedded in the molded plate separately from the reinforcing bars. . The protruding position of the hook 3 is approximately 1/4 of the width of the molded board, and is located at the top and bottom inward from each end, so that even when the upper row is lined up on top of the lower row, Shift horizontally by 1/2 of the width so that even when the upper tier is placed on top of the lower tier with broken joints, they will line up vertically.
立て並べた相互に下段の成形板の上のフツクと
上段の成形板の下のフツクに上下方向に通し、下
段の成形板上に上段の成形板を結合して外型とす
るための結合具4を第2図に例示する。これらは
直径4mm程度の鋼線を所定の形に曲げて成形で
き、第2図Aは下半部を基礎中に埋めたり、基礎
上面に固定した基準フレームに溶接などで取付
け、上半部の鈎形の折曲部4′を最下段の成形板
の下のフツクに差し込み、同図Bは上下に鈎形の
折曲部4′,4′を有し、下の折曲部を成形板の相
互に下の段の成形板の上のフツクに差し込み、上
の折曲部を上の段の成形板の下のフツクに差し込
み、下段上に上段を立て並べるのに使用する。こ
れらの結合具は成形板のフツク3に差し込んで行
くと直線部4aが成形板1の裏面に摺接し、折曲
部4′はフツク3の折返し部に摺接する。そし
て、この摺接状態で結合具4は揺動可能であるた
め、下段の成形板の上のフツクと、上段の成形板
の下のフツクの位置が成形板の横幅方向に多少ず
れても支障なく両フツクに通すことができる。 A coupling device that passes vertically through the hook on the lower molding plate and the hook under the upper molding plate that are arranged vertically, and connects the upper molding plate to the lower molding plate to form an outer mold. 4 is illustrated in FIG. These can be formed by bending a steel wire with a diameter of about 4 mm into a predetermined shape. In Figure 2 A, the lower half is buried in the foundation or attached by welding to a reference frame fixed to the top surface of the foundation. Insert the hook-shaped bent part 4' into the hook under the bottom molding plate. The two are inserted into the hooks above the molding plates in the lower tier, and the upper bent parts are inserted into the hooks under the molding plates in the upper tier, and used to line up the upper tier on top of the lower tier. When these connectors are inserted into the hook 3 of the molded plate, the straight part 4a comes into sliding contact with the back surface of the molded board 1, and the bent part 4' comes into sliding contact with the folded part of the hook 3. Since the coupling tool 4 can swing in this sliding state, there is no problem even if the positions of the hook on the lower molded plate and the hook under the upper molded plate are slightly shifted in the width direction of the molded plate. It can be passed through both hooks without any problems.
立て並べた相互に上段と下段の成形板の表面な
いし外面を共通の垂直面内にあらしめるため、断
熱材2は成形板の裏面の少なくとも上記結合具が
フツクに通る領域を避けて取付ける。 In order to arrange the surfaces or outer surfaces of the upper and lower molded plates arranged vertically in a common vertical plane, the heat insulating material 2 is installed on the back side of the molded plates, avoiding at least the region where the above-mentioned coupling tool passes through the hook.
このため第3,4図の成形板は、その裏面に取
付けた断熱材2に各フツク3を避け、且つ上のフ
ツクに対しては上縁に開放し、下のフツクに対し
ては下縁に開放した切欠き8を設けてある。この
切欠きは結合具4が成形板の裏面に接触してフツ
ク3に通れる幅があればよい。 For this reason, the molded plate shown in Figures 3 and 4 avoids each hook 3 from the heat insulating material 2 attached to the back side, and leaves the upper edge open for the upper hook, and the lower edge for the lower hook. A cutout 8 is provided which is open to the bottom. This notch needs only to have a width that allows the connector 4 to come into contact with the back surface of the molded plate and pass through the hook 3.
又、第5図の成形板は断熱材にその様な切欠き
8を設けず、裏面にフツク3を避けて中央部と各
端部の三つに分けて断熱材を取付けている。この
どちらの場合も断熱材の厚さは任意であり、結合
具の直線部分4aを成形板の裏面に、上のフツク
に付いては上端から、下のフツクに付いては下端
から摺接させて差し込み、各フツク3は結合具を
差し込む必要長さだけ成形板の裏面から突出させ
ることにより結合具はフツクの折返し部にも接触
し、上下の段の成形板を立て並べ、外型に組立て
ることができる。 Further, the molded plate shown in FIG. 5 does not have such a notch 8 in the heat insulating material, and the heat insulating material is attached to the back side in three parts, the center part and each end part, avoiding the hook 3. In either case, the thickness of the heat insulating material is arbitrary, and the linear part 4a of the connector is slid into contact with the back side of the molded plate, from the top end when attached to the upper hook, and from the bottom edge when attached to the lower hook. Each hook 3 is made to protrude from the back side of the molding plate by the length required for inserting the coupling tool, so that the coupling tool also comes into contact with the folded part of the hook, and the upper and lower stages of the molding plates are lined up and assembled into an outer mold. be able to.
第6,7図の成形板1の裏面にはフツクの各突
出位置に独立した肥厚突出部9を設け、フツク3
は各肥厚突出部9の後面から結合具を差し込む必
要長さ突出している。この肥厚突出部は左側の上
下のものゝ如く、上のものは成形板の上縁に達
し、下のものは成形板の下縁に達していると、断
熱材2の厚さは肥厚突出部の突出量に関係なく任
意であるが、右側の上下の様に成形板の上縁や下
縁から離れて島状に設けたときは結合具の差し込
みに支障を生じない様に断熱材が非圧縮性の場合
は肥厚突出部の突出量は断熱材の厚さ以上とし、
圧縮性断熱材の場合は突出量を圧縮限度厚以上に
する。そして、断熱材2には上記肥厚突出部を避
ける切欠きを設け、この切欠きによつて肥厚突出
部が突出する部分を避け、それ以外の成形板裏面
に断熱材を取付ける。 On the back side of the molded plate 1 shown in FIGS. 6 and 7, independent thickened protrusions 9 are provided at each protruding position of the hook,
protrudes from the rear surface of each thickened protrusion 9 by the necessary length into which the coupling tool is inserted. As shown in the upper and lower parts on the left side, the upper one reaches the upper edge of the molded plate and the lower one reaches the lower edge of the molded plate, so that the thickness of the insulation material 2 is the same as that of the thickened protrusion. Although it is optional regardless of the amount of protrusion, when it is installed in an island shape away from the upper and lower edges of the molded plate, as shown above and below on the right side, it is necessary to make sure that the insulation material does not interfere with the insertion of the connector. In the case of compressibility, the amount of protrusion of the thickened protrusion should be greater than the thickness of the insulation material,
In the case of compressible insulation, the amount of protrusion should be greater than the compression limit thickness. The heat insulating material 2 is provided with a notch that avoids the thickened protrusion, and the heat insulating material is attached to the other surface of the molded plate, avoiding the part where the thickened protrusion protrudes.
この肥厚突出部9は第8図の成形板の様に上下
に一連に連らね、成形板の上縁、下縁に届かせて
下駄の歯状に設け、断熱材2は両肥厚突出部の間
の中間と、各肥厚突出部から端部までに分けて成
形板に取付けてもよい。 The thickened protrusions 9 are arranged vertically in a series like the molded plate shown in FIG. The molded plate may be attached to the molded plate in the middle between them and from each thickened protrusion to the end.
第1図は本発明によつて建造物の外断熱式外壁
を構築している状況を示す一例の斜視図で、コン
クリートCを流し込む型枠の外型Aは前記成形板
1を上下に立て並べ、裏面のフツク3に第2図
B,Cに示す様な結合具4を上下に通して相互に
上下の段の成形板を連結して構成する。 FIG. 1 is a perspective view of an example of a situation in which an externally insulated outer wall of a building is constructed according to the present invention, and the outer mold A of the formwork into which concrete C is poured is formed by arranging the molded plates 1 vertically. The molded plates of the upper and lower stages are connected to each other by passing coupling tools 4 shown in FIGS. 2B and 2C vertically through the hook 3 on the back side.
そして、こゝでは内側A′も同様なコンクリー
トなどで成形し、裏面からフツク3が突出する成
形板1′を上下に立て並べ、同様に裏面のフツク
3に結合具4を上下方向に通して相互に上下の段
の成形板を連結して構成してある。 In this case, the inside A' is also molded with similar concrete, etc., and the molded plates 1' with the hooks 3 protruding from the back side are arranged vertically, and in the same way, the connectors 4 are passed vertically through the hooks 3 on the back side. It is constructed by connecting upper and lower molded plates to each other.
この様に内型も外型の成形板1と同大の成形板
1′を結合具で下段の上に上段を立て並べて構成
する際は、第2図Bの結合具の二つを中間連結部
4bで対向状にH形に連結した第2図Cに示す様
な結合具兼用連結具を使用して外型と内型の各成
形板の各下段上に上段を立て並べ、同時に両成形
板を所定の間隔を連結することができる。この結
合具兼用連結具の図では上向きの折曲部4′,
4′は第2図A、同図Bの折曲部4′と同様に直線
部分4aから斜めに折返しフツク3に差し込むと
圧迫される様になつている。しかし、下向きで、
中間連結部4bにより連結された折曲部4″,
4″は直線部分4aと略々平行に折返し、フツク
中に差し込むとピツタリと入つて外型と内型の成
形板を所定の間隔で連結する。下段上に上段を立
て並べるのにすべて第2図Bの結合具と第2図C
の結合具を併用してもよい。 In this way, when constructing molded plates 1' of the same size as the molded plates 1 of the inner mold and the outer mold by arranging the upper tier on top of the lower tier using connectors, connect the two connectors shown in Fig. 2B intermediately. Using joints and connectors as shown in Fig. 2C, which are connected in an H-shape facing each other at part 4b, the upper stage is arranged on top of the lower stage of each of the molding plates of the outer mold and the inner mold, and both molding plates are formed at the same time. The plates can be connected at predetermined intervals. In the diagram of this joint/connector, the upward bent portion 4',
Similar to the bent portion 4' in FIGS. 2A and 2B, the portion 4' is bent obliquely from the straight portion 4a and is pressed when inserted into the hook 3. But downward,
a bent portion 4″ connected by an intermediate connecting portion 4b;
4'' is folded back approximately parallel to the straight portion 4a, and when inserted into the hook, it snaps into place and connects the molding plates of the outer mold and the inner mold at a predetermined interval. Connector in Figure B and Figure 2 C
A coupler may be used in combination.
施工するには基礎Bを造成する際にその上面室
外側と室内側から外型と内型の各成形板の裏面か
ら突出するフツクの横方向間隔と同じ間隔で例え
ば第2図Aに示した結合具4…を上向きに突出さ
せるか、或いは特願昭56−68220号で提案した如
く、その様に上向きの結合具4…を二列有する基
準フレームを基礎造成の際に基礎上面上に一体に
水平に固定するか、造成した基礎上に基礎から立
上る縦筋5を利用して上記基準フレームを水平に
固定するかし、これにより外型と内型の各最下段
の成形板の裏面から突出する下方のフツク3を基
礎上の上向きの結合具4に差し込み、基礎から立
上る縦筋5及びこれに対し溶接或いは結び付けて
横方向に取付けた横筋6を間にして両成形板1,
1′を裏面同志一定の間隔を保たせて立て並べ、
一段立て並べる毎に、或いはその上に更に一段な
いし少数段立て並べては上記間隔に生コンCを打
設することを繰返し、所望の高さの建造物外壁を
構築するのである。尚、生コンの打設は先に打つ
た下の生コンが未だ硬化しないうちに行うのが好
ましい。 To carry out construction, when constructing the foundation B, set the hooks protruding from the back side of each of the molded plates of the outer and inner molds from the upper surface of the outdoor side and the indoor side at the same lateral spacing as shown in Fig. 2A, for example. The connectors 4... can be made to protrude upward, or, as proposed in Japanese Patent Application No. 1982-68220, a reference frame having two rows of connectors 4 facing upward can be integrated onto the top surface of the foundation during foundation construction. The reference frame can be fixed horizontally on the constructed foundation, or the reference frame can be fixed horizontally using the vertical reinforcements 5 rising from the foundation. Insert the lower hook 3 protruding from the foundation into the upward connecting tool 4 on the foundation, and insert the vertical reinforcement 5 rising from the foundation and the horizontal reinforcement 6 which is welded or tied to the horizontal reinforcement 6 to connect both molded plates 1,
1′ are lined up on the back side with a certain distance between them,
The process of pouring ready-mixed concrete C at the above-mentioned intervals is repeated each time one row is lined up, or one or a few more rows are placed on top of it, and the outer wall of the building of the desired height is constructed. In addition, it is preferable to pour the ready-mixed concrete before the ready-mixed concrete below the concrete has yet to harden.
〈発明の効果〉
外型を構成する成形板の裏面にフツクを避けて
取付けた断熱材2は構築した建造物外壁を外断熱
式にする。即ち、夕方から夜間にかけて室外の温
度が下がり始めると外壁中を室外に向かう熱流を
断熱材2が抑制し、日照によつて外壁が蓄積した
蓄熱エネルギーの殆どは室内に向かつて流れると
言う外断熱工法独特の断熱理論に則り、室温の急
激な低下と、内部結露を防止する。尚、成形板裏
面の断熱材を取付けていない部分は生コンの壁と
接触し、そこでは熱貫流が生じて断熱効果に悪影
響を与えるが、断熱材を取付けない部分を可能な
限り小さくすることにより実用上は無視すること
ができるので殆ど支障はない。そして、成形板の
裏面から一定長さ突出するフツクの折返し部と、
成形板の裏面の断熱材を取付けていない部分とに
摺接して結合具がフツクに通り、上下の段の成形
板を立て並べた状態に結合するため上下の段の成
形板の外面は正確に垂直に揃い、見苦しく出た
り、引つ込んだりすることがない。<Effects of the Invention> The heat insulating material 2 attached to the back side of the molded plate constituting the outer mold while avoiding the hook makes the outer wall of the constructed building externally insulated. In other words, when the outdoor temperature starts to drop from evening to night, the insulation material 2 suppresses the flow of heat toward the outdoors through the exterior wall, and most of the heat energy stored in the exterior wall due to sunlight flows toward the interior. Based on the unique insulation theory of the construction method, it prevents a sudden drop in room temperature and internal condensation. Note that the part on the back of the molded board where no insulation material is attached comes into contact with the wall of ready-mixed concrete, and heat flow occurs there, which has a negative effect on the insulation effect. In practice, this can be ignored and causes almost no problem. and a folded portion of the hook that protrudes a certain length from the back surface of the molded plate;
The outer surface of the upper and lower tiers of molded plates must be precisely aligned to connect the molded plates of the upper and lower tiers in a state where they are lined up. It is aligned vertically and does not protrude or retract unsightly.
更に、外壁の外面を成形板が外装し、断熱材2
はその裏面にかくされているので断熱材を防護す
る外装工事が不要であると共に、防火性に難点が
ある断熱材であつても壁体中に埋められているの
で支障なく使用できる。 Furthermore, the outer surface of the outer wall is covered with a molded plate, and the insulation material 2
Since it is hidden behind the wall, there is no need for exterior work to protect the insulation material, and even if the insulation material has fire-retardant properties, it can be used without any problems because it is buried in the wall.
勿論、この成形板は壁体構築後に撤去する作業
を必要とせず簡易、迅速に建造物の外熱式外壁を
構築でき、又、フツク、結合具は打設したコンク
リートが内部に埋めてこれを腐蝕から守る一方
で、フツク、結合具は成形板と断熱材を壁体に確
実に結合すると共に、成形板の相互に上段と下段
の内部に埋設されているラス、鉄筋などの補強材
は本来は互いに無縁であるが、上下の段の成形板
1,1を結合する結合具4が打設された生コンC
に埋められ、上下の段の成形板とともに生コンと
一体状に結合することにより、本来無縁の上段と
下段の成形板1,1中の補強材は結合具を介して
強度的につながり、構築した外壁の強度部材にな
つて壁体の強度を有効に補強する。 Of course, this molded board can be used to easily and quickly construct an externally heated external wall of a building without the need for removal work after the wall is constructed.Furthermore, the hooks and connectors can be filled inside with the poured concrete. While protecting against corrosion, the hooks and connectors securely connect the molded board and insulation material to the wall, and reinforcing materials such as laths and reinforcing bars buried inside the upper and lower layers of the molded board are are unrelated to each other, but the ready-mixed concrete C has a connecting tool 4 that connects the molded plates 1 and 1 of the upper and lower stages.
By being buried in the molded concrete and integrally connected with the ready-mixed concrete together with the molded plates of the upper and lower tiers, the reinforcing materials in the molded plates 1 and 1 of the upper and lower tiers, which were originally unrelated, are connected strongly through the connectors, and the constructed It becomes a strength member of the outer wall and effectively reinforces the strength of the wall.
更に、火災などで断熱材が溶けて消失しても、
相互に上下の段の成形板はその裏面とフツクの折
返し部に接触して通つている結合具で結合されて
いるため崩壊することはなく、断熱材が消失した
空間に発泡剤などを注入して発泡させ、再び外断
熱式外壁に蘇らせることができる。 Furthermore, even if the insulation melts and disappears due to a fire,
The molded plates in the upper and lower tiers are connected to each other by a connector that comes into contact with the back side and the folded part of the hook, so they will not collapse, and foaming agents etc. can be injected into the space where the insulation material has disappeared. It can be foamed and reborn as an externally insulated exterior wall.
図面は本発明の実施例を示すもので、第1図は
施工状態の斜視図、第2図A,B,Cはこの発明
で使用できる結合具の三例を示す正面図、第3図
はこの発明で使用できる外型用成形板の第1実施
例の裏面から見た斜面図、第4図は同上の結合具
差込状態の一部の拡大縦断側面図、第5図は外型
用成形板の第2実施例の裏面から見た斜面図、第
6図は外型用成形板の第3実施例の裏面から見た
斜面図、第7図は同上の結合具差込み状態の一部
の拡大縦断面図、第8図は外型用成形板の更に他
の一実施例の裏面から見た斜面図で;
図中、1は外型用の成形板、2は断熱材、3は
フツク、4は結合具、Cは打設した生コンクリー
トを示す。
The drawings show embodiments of the present invention; Fig. 1 is a perspective view of the construction state, Fig. 2 A, B, and C are front views showing three examples of coupling devices that can be used with this invention, and Fig. 3 is a perspective view of the construction state. A slope view seen from the back of the first embodiment of the molding plate for the outer mold that can be used in this invention, FIG. FIG. 6 is a slope view of the second embodiment of the molding plate as seen from the back side, FIG. 6 is a slope view of the third embodiment of the molding plate for outer molds as seen from the back side, and FIG. 7 is a part of the same connector inserted state. FIG. 8 is a perspective view of still another embodiment of the molding plate for the outer mold, as seen from the back side; in the figure, 1 is the molding plate for the outer mold, 2 is the heat insulating material, and 3 is the 4 indicates the hook, and C indicates the poured ready-mixed concrete.
Claims (1)
築する型枠の室外側の外型を、立て並べた上下方
向に多段の所定の板厚、横幅、高さを有する成形
板で構成し、構築された外壁の外面を上記成形板
で外装する建造物の外壁の構築方法において; 上記各成形板のコンクリートが流し込まれる裏
面の、横幅の各端より横幅の長さのほゞ1/4だけ
内方に寄つた上下の位置に、V形、U形等の折返
し部を備え、且つ上下方向に開放して一定長さ突
出するフツクを設けると共に、このフツクを避け
て各成形板の裏面に断熱材を取付け; 相互に上段の成形板の下のフツクと、下段の成
形板の上のフツクに、各板の裏面と、各フツクの
折返し部に揺動可能に摺接する結合具を一連に通
して上段と下段の成形板を結合することを特徴と
する建造物の外壁の構築方法。[Scope of Claims] 1. The exterior mold for the outdoor side of a formwork for constructing the external wall of a building by pouring concrete is made of molded plates having a predetermined thickness, width, and height arranged vertically in multiple stages. In a method for constructing an exterior wall of a building, in which the outer surface of the constructed exterior wall is covered with the above-mentioned molded plates; approximately 1 width of the width from each end of the back surface of each of the above-mentioned molded plates into which concrete is poured; A V-shaped, U-shaped, etc. folded part is provided at the top and bottom positions that are inwardly by 1/4, and hooks that are open in the vertical direction and protrude for a certain length are provided. Attach heat insulating material to the back side of the board; Connector that swingably slides into the hook under the upper molded plate and the hook above the lower molded plate, the back side of each plate, and the folded part of each hook. A method of constructing an exterior wall of a building, which is characterized by joining upper and lower molded plates by passing them through a series.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6822181A JPS57184150A (en) | 1981-05-08 | 1981-05-08 | Outer wall construction of externally heat insulating type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6822181A JPS57184150A (en) | 1981-05-08 | 1981-05-08 | Outer wall construction of externally heat insulating type building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57184150A JPS57184150A (en) | 1982-11-12 |
| JPS6236098B2 true JPS6236098B2 (en) | 1987-08-05 |
Family
ID=13367528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6822181A Granted JPS57184150A (en) | 1981-05-08 | 1981-05-08 | Outer wall construction of externally heat insulating type building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57184150A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6055611U (en) * | 1983-09-22 | 1985-04-18 | 株式会社 栗本鉄工所 | insulation composite board |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5516186A (en) * | 1978-07-21 | 1980-02-04 | Riyou Miyamoto | Method of making concrete wall or like |
-
1981
- 1981-05-08 JP JP6822181A patent/JPS57184150A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57184150A (en) | 1982-11-12 |
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