JPH0334536B2 - - Google Patents

Info

Publication number
JPH0334536B2
JPH0334536B2 JP59189716A JP18971684A JPH0334536B2 JP H0334536 B2 JPH0334536 B2 JP H0334536B2 JP 59189716 A JP59189716 A JP 59189716A JP 18971684 A JP18971684 A JP 18971684A JP H0334536 B2 JPH0334536 B2 JP H0334536B2
Authority
JP
Japan
Prior art keywords
board
concrete
cast
place concrete
joining
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
JP59189716A
Other languages
Japanese (ja)
Other versions
JPS6168955A (en
Inventor
Hisanao Sakuta
Hiroo Takada
Akio Shinozaki
Yutaka Saito
Noboru Sakaguchi
Hisao Tomonaga
Toshuki Yamada
Shotaro Tsujimura
Michio Hakiri
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP18971684A priority Critical patent/JPS6168955A/en
Publication of JPS6168955A publication Critical patent/JPS6168955A/en
Publication of JPH0334536B2 publication Critical patent/JPH0334536B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Golf Clubs (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
  • Display Devices Of Pinball Game Machines (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、PC板及びPC板を用いて外壁を施工
する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a PC board and a method of constructing an exterior wall using the PC board.

(従来の技術) 近時、外壁をPC板と現場打コンクリートで構
成している例があり、この例としては特公昭54−
31293号公報のものがある。この例では薄肉のPC
板を用いて、このPC板を外壁の表面側に位置さ
せて、PC板の内側に現場打コンクリートを打設
して外壁を構築するものである。PC板と内側の
コンクリートとは、PC板の内面より突設してあ
る逆V字状の定着鉄筋により結合するものであ
る。
(Prior art) Recently, there are examples of exterior walls constructed of PC boards and cast-in-place concrete.
There is one in Publication No. 31293. In this example, a thin-walled PC
The exterior wall is constructed by using boards, positioning this PC board on the surface side of the exterior wall, and pouring cast-in-place concrete inside the PC board. The PC board and the inner concrete are connected by an inverted V-shaped anchoring reinforcing bar that protrudes from the inner surface of the PC board.

(発明が解決しようとする課題) しかしながら、上例によると、コンクリート打
設時にPC板内面に突設してある定着鉄筋が障害
となつて施工に手間がかかり、しかも運搬時には
運搬がしにくく、また現場で配筋する柱、梁の主
筋が突設してある主筋と干渉するため、現場打コ
ンクリート部分の厚さを厚くせざるを得なくなる
等コストが不必要に高くなる問題がある。
(Problems to be Solved by the Invention) However, according to the above example, the anchoring reinforcing bars protruding from the inner surface of the PC board become an obstacle during concrete pouring, making construction time-consuming and difficult to transport. Furthermore, since the main reinforcement of columns and beams arranged on site interferes with the main reinforcement installed protrudingly, there is a problem that the cost becomes unnecessarily high, such as having to increase the thickness of the concrete poured on site.

(課題を解決するための手段) 本発明のPC板は、上記問題を解決するために
内面側に打設する現場打コンクリート壁と共に外
壁1を形成するためのものあつて、PC板2の内
面の外周部の少なくとも対向する二辺の全長にわ
たつて複数のPC板接合部材4を間隔を置いて連
続して設け、各PC板接合部材は板状であつて、
PC板内面から露出している。
(Means for Solving the Problems) In order to solve the above-mentioned problems, the PC board of the present invention is for forming an outer wall 1 together with a cast-in-place concrete wall to be cast on the inner surface. A plurality of PC board joining members 4 are continuously provided at intervals over the entire length of at least two opposing sides of the outer periphery of the PC board joining member 4, each PC board joining member being plate-shaped,
It is exposed from the inside of the PC board.

本発明の外壁施工法は、上記PC板2を用いる
ものであつて、PC板を外壁の外面に建込んでか
ら、PC板の内側に現場打コンクリートを打設し
て、PC板接合部材4を介してPC板とコンクリー
ト3とを一体化させて外壁を施工する。
The exterior wall construction method of the present invention uses the above-mentioned PC board 2, and after erecting the PC board on the outer surface of the exterior wall, cast-in-place concrete is placed inside the PC board, and the PC board joining member 4 The outer wall is constructed by integrating the PC board and concrete 3 through the

(作用) PC板接合部材4を有するPC板2は、PC板接
合部材4によりプレキヤストコンクリート部であ
るPC板と現場打コンクリートとの境界補強面を
鉄筋等を用いる一体化手段よりも大きく設けるこ
とができる故、現場打コンクリート3と一体化し
て、現場打コンクリートと共働して水平力に強力
に抵抗する機能を有する。
(Function) The PC board 2 having the PC board joining member 4 provides a larger boundary reinforcement surface between the PC board, which is the precast concrete part, and the cast-in-place concrete by means of the PC board joining member 4 than when integrating means using reinforcing bars or the like. Therefore, it is integrated with the cast-in-place concrete 3 and has the function of strongly resisting horizontal forces in cooperation with the cast-in-place concrete.

(実施例) 以下本発明の実施例を図面に基づいて説明す
る。
(Example) Examples of the present invention will be described below based on the drawings.

第1,2図において、外壁1を表面側に配した
PC板2とこのPC板の内側に打設した現場打コン
クリート3とで構成し、PC板と現場打コンクリ
ートとはPC板の内面外周部に突設してあるPC板
接合部材4,…を介して一体化している。
In Figures 1 and 2, the outer wall 1 is placed on the front side.
It is composed of a PC board 2 and cast-in-place concrete 3 placed inside the PC board, and the PC board and cast-in-place concrete have PC board joining members 4,... It is integrated through

PC板接合部材4は、第3図に示す薄肉のブロ
ツク状の板体であつて、PC板2の内面の外周全
周に互つて等間隔を置いて設けられ、PC板2内
面からPC板とコンクリート3との接合機能を発
揮するに十分露出している。
The PC board joining members 4 are thin block-shaped plates shown in FIG. It is exposed enough to perform the bonding function with concrete 3.

PC板接合部材4のPC板2への取付方法は、
PC板の製造時に、成形型枠内にコンクリートを
打設した後、コンクリートが固化する前に、PC
板接合部材4の下面部を養生中のコンクリート上
面から下方に向けてPC板接合部材の厚みのほぼ
半分程度埋め込む。したがつてPC板2の外周部
は間隔を置いて連続するPC板接合部材4によつ
て接合突起部群が形成される。PC板接合部材4
は、後述する外壁施工時に、PC板2と現場打コ
ンクリート3とを相互に接合するための手段とし
て機能する。
The method of attaching the PC board joining member 4 to the PC board 2 is as follows.
When manufacturing PC boards, after pouring concrete into the forming formwork and before the concrete hardens,
The lower surface of the board joint member 4 is embedded downward from the top surface of the concrete during curing to approximately half the thickness of the PC board joint member. Therefore, on the outer periphery of the PC board 2, a group of joining protrusions is formed by the PC board joining members 4 that are continuous at intervals. PC board joining member 4
functions as a means for mutually joining the PC board 2 and cast-in-place concrete 3 during exterior wall construction, which will be described later.

5は梁、6は柱である。 5 is a beam, and 6 is a column.

PC板接合部材4の配置位置はPC板2の内面全
周に限られず、設計上十分な範囲内であれば、少
なくとも対向する二辺であればよく、すなわち第
1図において、上辺と下辺(又は右辺と左辺)だ
けに設けたものであつてもよい。
The placement position of the PC board joining member 4 is not limited to the entire inner circumference of the PC board 2, but may be placed on at least two opposing sides as long as it is within a sufficient design range. Alternatively, it may be provided only on the right side and the left side.

第4,5図に示すようにPC板2の内面外周部
に囲まれた平坦な面に配筋の妨げとならないよう
に多数のはく離防止金具7,…を突設してもよ
い。こうすれば、PC板2と現場打コンクリート
3とのはく離防止に役立つ。
As shown in FIGS. 4 and 5, a large number of anti-separation fittings 7 may be provided protruding from a flat surface surrounded by the inner and outer periphery of the PC board 2 so as not to interfere with reinforcement arrangement. This will help prevent peeling between the PC board 2 and the cast-in-place concrete 3.

PC板2を用いて外壁1を施工する方法を説明
すると、外壁用PC板の製作に際して、PC板内面
の外周部に複数の板状のPC板接合部材4を間隔
を置いて、かつ各PC板接合部材をPC板内面から
露出させてコンクリートをプレキヤストすること
によりPC板を製作し、まずPC板を施工する外壁
の表面側の位置に建込む。この時、PC板は、PC
板接合部材4が位置する面を内側に向けた状態と
しておく。ついで、PC板2の内面側に現場打コ
ンクリート3を所定厚打設すると、第2図に部分
的に拡大して示してあるようにPC板とコンクリ
ートとはPC板接合部材4の機能により、一体的
に結合される。この結果、PC板は施工時におけ
る単なる型枠や仕上げ面板として使用されるだけ
ではなく、PC板とコンクリートとが共働して、
一体的な壁構造として水平力(主に地震力)に抵
抗する機能をし、PC板自体を構造体として設計
でき、それだけ打設するコンクリート厚を薄くで
きる施工法を提供できる。
To explain the method of constructing the exterior wall 1 using the PC board 2, when manufacturing the PC board for the exterior wall, a plurality of plate-shaped PC board joining members 4 are placed at intervals on the outer periphery of the inner surface of the PC board, and each PC The PC board is manufactured by pre-casting concrete with the board joint members exposed from the inner surface of the PC board, and the PC board is first placed on the surface side of the exterior wall where it will be constructed. At this time, the PC board
The surface on which the plate joining member 4 is located is kept facing inward. Next, when a predetermined thickness of poured concrete 3 is placed on the inner surface of the PC board 2, the PC board and concrete are separated by the function of the PC board joining member 4, as shown in a partially enlarged view in FIG. are integrally combined. As a result, the PC board is not only used as formwork or finishing face plate during construction, but also works together with the concrete.
As an integral wall structure, it functions to resist horizontal forces (mainly seismic forces), and the PC board itself can be designed as a structure, providing a construction method that can reduce the thickness of concrete poured accordingly.

(発明の効果) 以下説明したように本発明によれば、PC板の
内面の接合手段であるPC板接合部材は、板状で
あるから、従来のようなコンクリート打設時の障
害の問題や運搬がしにくい欠点を解消できる。接
合手段として板状体を用いてあるので、接合手段
の配設施工やPC板内の配筋作業が容易となる。
またPC板接合部材を有するPC板を用いた外壁を
施工する方法により、PC板は現場打コンクリー
トと強力に一体化するので、PC板を型枠や仕上
げ面板としての機能の他に構造体として設計で
き、現場打コンクリートの厚みを薄くできる。
(Effects of the Invention) As explained below, according to the present invention, the PC board joining member, which is the means for joining the inner surface of the PC board, is plate-shaped, so there is no problem of obstruction during concrete pouring as in the conventional method. This solves the problem of difficulty in transporting. Since a plate-shaped body is used as the joining means, it is easy to install the joining means and to arrange reinforcement inside the PC board.
In addition, by constructing external walls using PC boards with PC board joining members, the PC board is strongly integrated with the cast-in-place concrete, so the PC board can be used as a structure in addition to functioning as formwork and finishing face plate. It can be designed and the thickness of cast-in-place concrete can be reduced.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は施工状態を示す一部切欠正面図、第2
図は第1図−線断面図、第3図はPC板接合
部材の斜視図、第4図はPC板の内面にはく離防
止金具を突設している状態を示す正面図、第5図
ははく離防止金具の取付状態を示す拡大断面図で
ある。 1……外壁、2……PC板、3……現場打コン
クリート、4……PC板接合部材。
Figure 1 is a partially cutaway front view showing the construction state, Figure 2
The figures are a sectional view taken along the line shown in Fig. 1, Fig. 3 is a perspective view of the PC board joining member, Fig. 4 is a front view showing a state in which a peeling prevention metal fitting is protruded from the inner surface of the PC board, and Fig. 5 is a FIG. 3 is an enlarged cross-sectional view showing a state in which the peeling prevention fitting is attached. 1... Exterior wall, 2... PC board, 3... Cast-in-place concrete, 4... PC board joining member.

Claims (1)

【特許請求の範囲】 1 外壁用PC板であつて、PC板内面の外周部の
少なくも対向する二辺に全長にわたつて複数の板
状のPC板接合部材を間隔を置いて連続して設け
てあり、各PC板接合部材はPC板内面から露出し
ていることを特徴とするPC板。 2 外壁用PC板の製作に際して、PC板内面の外
周部の少なくとも対向する二辺の全長にわたつて
複数の板状のPC板接合部材を間隔を置いて、か
つ各PC板接合部材をPC板内面から露出させてコ
ンクリートをプレキヤストすることによりPC板
を製作し、上記PC板を外壁の外面に建込み、こ
のPC板の内面側に現場打ちコンクリートを打設
し、 PC板と現場打コンクリートとを板状のPC板接
合部材を介して相互に結合させるPC板を用いる
外壁施工法。
[Scope of Claims] 1. A PC board for exterior walls, which includes a plurality of plate-shaped PC board joining members arranged continuously at intervals over the entire length of at least two opposing sides of the outer periphery of the inner surface of the PC board. A PC board characterized in that each PC board joining member is exposed from the inner surface of the PC board. 2. When manufacturing PC boards for exterior walls, a plurality of plate-shaped PC board joining members are placed at intervals along the entire length of at least two opposing sides of the outer periphery of the inner surface of the PC board, and each PC board joining member is connected to the PC board. A PC board is manufactured by pre-casting concrete with the concrete exposed from the inner surface, the above PC board is built on the outer surface of the outer wall, and cast-in-place concrete is placed on the inner surface of this PC board, and the PC board and cast-in-place concrete are combined. This is an exterior wall construction method that uses PC boards that are connected to each other via plate-shaped PC board joining members.
JP18971684A 1984-09-12 1984-09-12 Exterior wall construction method using PC board and PC board Granted JPS6168955A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18971684A JPS6168955A (en) 1984-09-12 1984-09-12 Exterior wall construction method using PC board and PC board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18971684A JPS6168955A (en) 1984-09-12 1984-09-12 Exterior wall construction method using PC board and PC board

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP63245890A Division JPH07109110B2 (en) 1988-10-01 1988-10-01 PC board and outer wall construction method using PC board

Publications (2)

Publication Number Publication Date
JPS6168955A JPS6168955A (en) 1986-04-09
JPH0334536B2 true JPH0334536B2 (en) 1991-05-23

Family

ID=16245993

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18971684A Granted JPS6168955A (en) 1984-09-12 1984-09-12 Exterior wall construction method using PC board and PC board

Country Status (1)

Country Link
JP (1) JPS6168955A (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579962A (en) * 1980-06-19 1982-01-19 Sato Kogyo Erection of building outer wall

Also Published As

Publication number Publication date
JPS6168955A (en) 1986-04-09

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