JPS60144441A - Panel for concrete building - Google Patents

Panel for concrete building

Info

Publication number
JPS60144441A
JPS60144441A JP25145483A JP25145483A JPS60144441A JP S60144441 A JPS60144441 A JP S60144441A JP 25145483 A JP25145483 A JP 25145483A JP 25145483 A JP25145483 A JP 25145483A JP S60144441 A JPS60144441 A JP S60144441A
Authority
JP
Japan
Prior art keywords
wall panel
panel
wire mesh
plate
channel steel
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
JP25145483A
Other languages
Japanese (ja)
Other versions
JPH0680258B2 (en
Inventor
秀行 渡辺
藤井 雅夫
坂入 宏治
秀樹 高橋
古市 久男
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 House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP58251454A priority Critical patent/JPH0680258B2/en
Publication of JPS60144441A publication Critical patent/JPS60144441A/en
Publication of JPH0680258B2 publication Critical patent/JPH0680258B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明はコンクリート製建物用パネルに関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to concrete building panels.

一般に、建物の外壁、バルコニー・、バラペット等に用
いられる建物用パネルはコンクリート製で。
Generally, building panels used for building exterior walls, balconies, rosettes, etc. are made of concrete.

内部には芯材として金網部材が埋設されているが。A wire mesh member is buried inside as a core material.

従来のものは特に曲げ強度が弱く、また2重量が大であ
るため、運搬や建物への取付けが困難で。
Conventional products have particularly low bending strength and are heavy, making them difficult to transport and install in buildings.

取扱いが不便であった。さらに、上記金網部材は成形時
にパネルの内部中心に位置させる必要があるが、適当な
位置決め手段がなく、製造を困難にしていた。
It was inconvenient to handle. Furthermore, the wire mesh member needs to be positioned at the center of the panel during molding, but there is no suitable positioning means, making manufacturing difficult.

本発明はかかる従来の問題点に鑑みてなされたものであ
って、背面部に2本以上の溝形鋼を縦方向へ平行に埋設
して縦溝部を形成するとともに。
The present invention has been made in view of such conventional problems, and includes two or more channel steels buried vertically in parallel in the back surface to form vertical grooves.

上記溝形鋼に金網部材の位置決め用の位置決め部材を取
付けることにより2曲げ強度が強く、取扱いと軸組への
取付けが容易で、しかも製造が容易なコンクリート製建
物用パネルを提供することを目的とする。
The object of the present invention is to provide a concrete building panel that has strong bending strength, is easy to handle and attach to a framework, and is easy to manufacture by attaching a positioning member for positioning the wire mesh member to the channel steel. shall be.

以下9本発明の構成を、実施例につき図面に基いて説明
する。
Hereinafter, nine embodiments of the structure of the present invention will be explained based on the drawings.

本発明に係る建物の外壁部を第1図に示し、外壁部(1
)は軸組(2)・・・に複数枚の建物用パネルつまり外
壁パネル(3)・・・が張設されてなり、適当個所に窓
(4)・・・が設けられている。
The outer wall of a building according to the present invention is shown in FIG.
) is made up of a plurality of building panels, that is, exterior wall panels (3), stretched over a framework (2), and windows (4) are provided at appropriate locations.

軸組(2)は開口部両側に縁片(51(5)を有する溝
形鋼(6a) (6b)・・・を枠組みして形成され、
1階部分の軸、IJI(2)が第8図に示すように、ベ
ースプレート(7)を介してコンクリート基礎(8)の
上に立設固定され2図示省略するが、この上に2階部分
の軸組(2)が取付けられる構造とされている。第8図
に示す溝形鋼(6a)が軸組(2)の下弦材で、溝形鋼
(6b)が軸組(2)の縦柱もしくは中柱である。また
、第8図は2つの軸組T21 +21が横方向に接続さ
れた部位を示している。
The frame (2) is formed by framing channel steel (6a) (6b)... having edge pieces (51 (5)) on both sides of the opening,
As shown in Figure 8, the shaft of the first floor part, IJI (2), is erected and fixed on the concrete foundation (8) via the base plate (7). The structure is such that a frame (2) can be attached to the shaft assembly (2). The channel steel (6a) shown in FIG. 8 is the lower chord member of the frame (2), and the channel steel (6b) is the vertical column or middle column of the frame (2). Further, FIG. 8 shows a portion where two shaft sets T21 +21 are connected in the lateral direction.

外壁パネル(3)は第2図ないし第5図に示すように、
コンクリートを板状に成形されたもので、無機材料のみ
のほか、無機材料と有機材料とを混合したもの、あるい
はこれらのものを発泡させたものなどが材料として用い
られる。外壁パネル(3)の背面部(3a)には、少く
とも2本の溝形鋼T91 (91が縦方向へ平行に埋設
されて、縦溝部00) (101が形成される一方、内
部には第6図に示すように、金網部材(11)が芯材と
して埋設されている。
As shown in Figures 2 to 5, the outer wall panel (3) is
It is made of concrete formed into a plate shape, and can be made of not only inorganic materials, but also a mixture of inorganic and organic materials, or foamed materials. At least two channel steel T91 (91 are buried in parallel in the vertical direction to form a vertical groove 00) (101) on the back surface (3a) of the outer wall panel (3), while inside As shown in FIG. 6, a wire mesh member (11) is embedded as a core material.

上記溝形m(91は第6図に示すように、開口部両側に
縁片(12) (12)を有する断面C形状のメッキ鋼
板からなり、背面部(9a)には、上記金網部材(11
)の位置決めを行う位置決め部材(13)が長手方向に
所定間隔をもって複数個取付けられている。該位置決め
部材(13)は略U字形状に折曲形成されたメッキ鋼板
からなり、第6図に示すように、溝形鋼(9)を水平に
した状態において、底部(13a)が溝形鋼(9)から
離隔する側へ下向きに傾斜するようにされている。そし
て、外壁パネル(3)の成形工程は、このように、溝形
鋼(91(91を水平にした状態で行われるのであるが
、上記位置決め部材(13)・・・に金網部材(11)
の横線材(14) (14)を係止させれば、該金網部
材(11)が自重により位置決め部材(13)・・・の
傾斜した底部(13a)・・・に沿って下方へ滑り、該
底部(13a )・・・の最下端位置(A)で吊持され
、これにより、金網部材(11)が外壁パネル(3)の
厚さ方向の略中心に位置するようにされている。
As shown in FIG. 6, the groove m (91) is made of a plated steel plate with a C-shaped cross section having edge pieces (12) (12) on both sides of the opening. 11
) A plurality of positioning members (13) are attached at predetermined intervals in the longitudinal direction. The positioning member (13) is made of a plated steel plate bent into a substantially U-shape, and as shown in FIG. It is inclined downwardly towards the side away from the steel (9). The forming process of the outer wall panel (3) is thus performed with the channel steel (91 (91) held horizontally, and the wire mesh member (11) is attached to the positioning member (13)...
When the horizontal wire rod (14) (14) is locked, the wire mesh member (11) slides downward due to its own weight along the inclined bottom (13a) of the positioning member (13). The wire mesh member (11) is suspended at the lowest end position (A) of the bottom portion (13a), so that the wire mesh member (11) is located approximately at the center in the thickness direction of the outer wall panel (3).

また、外壁パネル(3)の前面部(3b)には第3図に
示すようなレンガ模様等の装飾模様(15)が形成され
、上下縁部(3c) (3d)には第4図に示すような
段部(16) (17)がそれぞれ形成されている。該
両段部(16) (17)は互いに対称な形状とされ、
第7図に示すように、外壁パネル+3) (3)を縦方
向に積み重ねた際に、上下縁部(3c) (3d)が適
合して、この接合部における室内外の気密性が保たれる
ようにされている。
In addition, a decorative pattern (15) such as a brick pattern as shown in Fig. 3 is formed on the front part (3b) of the outer wall panel (3), and a decorative pattern (15) such as a brick pattern as shown in Fig. 4 is formed on the upper and lower edges (3c) (3d). Step portions (16) and (17) as shown are formed, respectively. Both the step portions (16) and (17) have a mutually symmetrical shape,
As shown in Figure 7, when the exterior wall panels +3) (3) are stacked vertically, the upper and lower edges (3c) (3d) fit together, ensuring airtightness between the indoor and outdoor areas at this joint. It is designed to be

外壁パネル(3)の寸法は、建物の形体2寸法に対応し
て設定されるが9例えば、第1図において窓(4)が設
けられていない部位では。横が約100CI+。
The dimensions of the exterior wall panels (3) are set in accordance with the dimensions of the building's features 9, for example, in areas where windows (4) are not provided in FIG. The side is about 100CI+.

縦が約290cm、厚さが約6cmであり、また、溝形
鋼(9)は外壁パネル(3)の側縁(3e)から約6C
I+内側に埋設される。
The length is approximately 290 cm, the thickness is approximately 6 cm, and the channel steel (9) is approximately 6 cm from the side edge (3e) of the outer wall panel (3).
It is buried inside I+.

上記の如く形成された外壁パネル(3)は、第8図ない
し第9図に示すようにして軸組(2)に取付けられる。
The outer wall panel (3) formed as described above is attached to the framework (2) as shown in FIGS. 8 and 9.

(20)が取付金具であり、該取付金具はL字形の取付
プレート(21)と、取付ボルト(22) 、ナンド(
23)、座金(24)とからなる。取付プレー) (2
1)の−片(21a)は横方向に接続する軸組(21(
21の縦柱(6b) (6b)の間隙(25)に挿入す
るもので、その中央部にはボルト通し孔(26)が形成
されている。取付プレート(21)と軸組(2)との係
合は、このボルト通し孔(26)に縦柱(6b) (6
b)を綴る綴りボルト(27)を挿通させることによ?
て行われる。取付プレー) (21)の他片(21b)
は外壁パネル(3)の背面部(3a)に添設されるので
、外壁パネル(3)に設けた縦溝部OIと対向する位置
の上縁からU字形の切欠き(28)が形成されている。
(20) is a mounting bracket, which includes an L-shaped mounting plate (21), a mounting bolt (22), and a NAND (
23) and a washer (24). mounting play) (2
The - piece (21a) of 1) is a shaft assembly (21 (
It is inserted into the gap (25) of the vertical column (6b) (6b) of No. 21, and a bolt through hole (26) is formed in the center thereof. The engagement between the mounting plate (21) and the shaft assembly (2) is achieved by inserting the vertical column (6b) (6) into this bolt through hole (26).
By inserting the spelling bolt (27) that spells b)?
will be carried out. (21) Other piece (21b)
is attached to the rear surface (3a) of the outer wall panel (3), so a U-shaped notch (28) is formed from the upper edge of the outer wall panel (3) at a position facing the longitudinal groove OI. There is.

該切欠き(28)に取付ポル)(22)が嵌め込まれる
。取付ポル) (22>の先端には該取付ボルトと直角
に係止プレート(22a)が設けられている。係止プレ
ート(22a)は外壁パネル(3)の縦溝部0の内に嵌
入されて、該係止プレートと取付フ1.− ト(21)
 (7)他片(21b) ドア溝形1(9)(7)縁片
(12) (12)を挾持固定する。(24)は座金で
A mounting pole (22) is fitted into the notch (28). A locking plate (22a) is provided at the tip of the mounting bolt (22>) at right angles to the mounting bolt.The locking plate (22a) is fitted into the vertical groove 0 of the outer wall panel (3). , the locking plate and the mounting foot (21)
(7) Other piece (21b) Clamp and fix door groove 1 (9) (7) edge piece (12) (12). (24) is a washer.

(23)はナンドである。(23) is Nando's.

(30)は外壁パネル(3)の高さ調節金具である。(30) is a height adjustment fitting for the outer wall panel (3).

該高さ調節金具(30)はジヤツキ部(32)と軸下プ
レート(31)とで構成されている。ジヤツキ部(32
)は、外壁パネル(3)の受部(33)を下端に。
The height adjustment fitting (30) is composed of a jack part (32) and an under-axis plate (31). Jacky part (32
), the receiving part (33) of the outer wall panel (3) is at the lower end.

ボルト通し孔(34)を上端部に形成した縦板(35)
と、該縦板(35)の中程から直角に突設した横板(3
6)とで本体が構成されている。横板(36)の中央部
に゛はねし孔(37)が形成され、該ねし孔(37)に
垂直にジヤツキボルト(38)が螺入されている。なお
、横板(36)の中央部には通孔のみを形成し、該通孔
の下部にナンドを固着して該ナツトにジヤツキボルト(
38)を螺入していてもよい。
Vertical plate (35) with bolt holes (34) formed at the upper end
and a horizontal plate (3) protruding at right angles from the middle of the vertical plate (35).
6) and the main body is made up of. A screw hole (37) is formed in the center of the horizontal plate (36), and a jack bolt (38) is screwed vertically into the screw hole (37). In addition, only a through hole is formed in the center of the horizontal plate (36), and a nut is fixed to the lower part of the through hole, and a jack bolt (
38) may be screwed in.

(39)は高さ調節金具(30)を外壁パネル(3)に
固定する固定ボルトである。固定ボルト(39)の先端
には該固定ポルl−(39)と直角に固定プレート(3
9a)が設けられている。固定プレート(39a)は外
壁パネル(3)の縦溝部θ0)内に嵌入されて。
(39) is a fixing bolt that fixes the height adjustment fitting (30) to the outer wall panel (3). At the tip of the fixing bolt (39), there is a fixing plate (3) perpendicular to the fixing pole l-(39).
9a) is provided. The fixing plate (39a) is fitted into the vertical groove θ0) of the outer wall panel (3).

該固定プレートと縦板(35)とで溝形鋼(9)の縁片
(12) (12)を挟持固定する。(40)はワ・7
シヤ。
The edge pieces (12) (12) of the channel steel (9) are clamped and fixed between the fixing plate and the vertical plate (35). (40) is Wa・7
Siya.

(41)はナンドである。(41) is Nando's.

次に、外壁パネル(3)の高さを調節する要領を説明す
る。
Next, a method for adjusting the height of the outer wall panel (3) will be explained.

まず、外壁パネル(3)の下端部にジヤツキ部(32)
を仮止めし、軸組(2)の下弦材(6a)の下に軸下プ
レー1− (31)を差し込み固定させた後、外壁パネ
ル(3)を軸組(2)に添って建てかける。第9図が外
壁パネル(3)を軸組(2)に建てかけた状態を示して
いる。この状態で、ジヤツキボルト(38)は軸組(2
)の下弦材(6a)の溝部(42)内に挿入されている
First, attach the jack part (32) to the lower end of the outer wall panel (3).
After temporarily fixing the under-shaft play 1- (31) under the lower chord member (6a) of the frame (2) and fixing it, erect the outer wall panel (3) along the frame (2). . Figure 9 shows the exterior wall panel (3) being erected on the framework (2). In this state, the jack bolt (38) is attached to the shaft assembly (2).
) is inserted into the groove (42) of the lower chord member (6a).

ジヤツキボルト(38)を回動させるとその下端面が溝
部(42)の底面に当接し、さらに回動すると軸組(2
)に対してジヤツキ部(32)が上昇する。従って、ジ
ヤツキ部(3)の受部(33)に載せられている外壁パ
ネル(3)が上昇して高さの調節が行われるのである。
When the jack bolt (38) is rotated, its lower end surface comes into contact with the bottom surface of the groove (42), and when the jack bolt (38) is rotated further, the shaft assembly (2)
) the jacking part (32) rises. Therefore, the outer wall panel (3) placed on the receiving part (33) of the jack part (3) rises and the height is adjusted.

なお1本発明は上記実施例のような外壁パネル(3)の
ほか、バルコニー、パラペット等の他の建物用パネルに
も適用でき、形状も図示側以外の種々の形状に異形成形
することが可能である。また。
Note that the present invention can be applied not only to the exterior wall panel (3) as in the above embodiment, but also to other building panels such as balconies and parapets, and can be shaped into various shapes other than those shown in the drawings. It is. Also.

外壁パネル(3)の前面部(3b)の装飾模様(15)
も図示例のものに限られず1種々変形可能であり。
Decorative pattern (15) on the front part (3b) of the exterior wall panel (3)
The structure is not limited to the illustrated example and can be modified in various ways.

また形成しない場合もある。 。There are also cases where it does not form. .

以上詳述したように1本発明は平板状に成形されたコン
クリートパネルであり、背面部に2本以上の溝形鋼が縦
方向へ平行に埋設されて、縦溝部が形成される一方、内
部に金網部材が芯材として埋設され、該金柑部材は上記
溝形金網に取付けられた位置決め部材に係止して位置決
めされているから、上記溝形鋼が補強部材となって、特
に縦方向の曲げ強度が強<、シかも、溝形鋼は建物用パ
ネルの係止部を構成し2重量が大であるにもかかわらず
、運搬や建物への取付けが容易で、取扱いに便利である
As detailed above, one aspect of the present invention is a concrete panel formed into a flat plate shape, in which two or more channel steels are buried vertically in parallel in the back part to form a vertical groove part, while the inside A wire mesh member is embedded as a core material in the groove, and the kumquat member is positioned by being engaged with a positioning member attached to the channel wire mesh, so that the channel steel serves as a reinforcing member, especially in the vertical direction. Although the bending strength is strong and the channel steel is heavy, it is easy to transport and attach to buildings, making it convenient to handle.

また、上記溝形鋼には位置決め部材が取付けられている
ので、成形時、芯材である金網部材の位置決めが容易で
2作業工数の低減化が図れ、製造コストを低く抑えるこ
とができる。
Further, since a positioning member is attached to the channel steel, it is easy to position the wire mesh member, which is the core material, during molding, reducing the number of man-hours for two operations and keeping manufacturing costs low.

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

図面は本発明の実施態様を例示し、第1図は建物の外壁
部を示す正面図、第2図は本発明コンクリート製建物用
パネルの背面斜視図、第3図は同正面図、第4図は一部
を省略して示す同側面図。 第5図は一部を省略して示す開平面図、第6図は同外壁
パネルの溝形鋼と金網部材との係止状態を一部省略して
示す側面図、第7図は同外壁パネルを積み重ねたときの
接合部分を示す側面図、第8図は本発明コンクリート製
建物用パネルを軸組に取付けた部分斜視図、第9図は同
下端部の断面図。 第10図は取付金具の分解斜視図、第11図は高さ調節
金具の分解斜視図である。 (3)・・・建物用パネル(外壁パネル)(3a)・・
・背面部、(9)・・・溝形鋼Ol・・・縦溝部、(1
1)・・・金網部材(13)・・・位置決め部材 ほか1名
The drawings illustrate embodiments of the present invention; FIG. 1 is a front view showing the outer wall of a building, FIG. 2 is a rear perspective view of the concrete building panel of the present invention, FIG. 3 is a front view of the same, and FIG. The figure is a side view with some parts omitted. Fig. 5 is an open plan view with some parts omitted, Fig. 6 is a side view with some parts omitted showing the locked state of the channel steel of the outer wall panel and the wire mesh member, and Fig. 7 is a side view of the same outer wall panel with some parts omitted. FIG. 8 is a partial perspective view of the concrete building panel of the present invention attached to a framework; FIG. 9 is a cross-sectional view of the lower end thereof. FIG. 10 is an exploded perspective view of the mounting bracket, and FIG. 11 is an exploded perspective view of the height adjustment bracket. (3)...Building panels (exterior wall panels) (3a)...
・Back part, (9)...channel steel Ol...vertical groove part, (1
1)...Wire mesh member (13)...Positioning member and 1 other person

Claims (1)

【特許請求の範囲】[Claims] (1) 平板状に成形されたコンクリートパネルであり
、背面部に2本以上の溝形鋼が縦方向へ平行に埋設され
て、縦溝部が形成される一方。 内部に金網部材が芯材として埋設され、該金網部材は前
記溝形鋼に取付けられた位置決め部材に係止して位置決
めされていることを特徴とするコンクリート製建物用、
パネル。
(1) It is a concrete panel formed into a flat plate shape, and two or more channel steels are buried in parallel in the vertical direction on the back side to form a vertical groove. For a concrete building, characterized in that a wire mesh member is embedded as a core material inside, and the wire mesh member is positioned by being locked to a positioning member attached to the channel steel;
panel.
JP58251454A 1983-12-29 1983-12-29 Concrete building panels Expired - Fee Related JPH0680258B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58251454A JPH0680258B2 (en) 1983-12-29 1983-12-29 Concrete building panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58251454A JPH0680258B2 (en) 1983-12-29 1983-12-29 Concrete building panels

Publications (2)

Publication Number Publication Date
JPS60144441A true JPS60144441A (en) 1985-07-30
JPH0680258B2 JPH0680258B2 (en) 1994-10-12

Family

ID=17223063

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58251454A Expired - Fee Related JPH0680258B2 (en) 1983-12-29 1983-12-29 Concrete building panels

Country Status (1)

Country Link
JP (1) JPH0680258B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4835512U (en) * 1971-08-30 1973-04-27
JPS4916452A (en) * 1972-05-22 1974-02-13
JPS49131718U (en) * 1973-03-03 1974-11-13

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4835512U (en) * 1971-08-30 1973-04-27
JPS4916452A (en) * 1972-05-22 1974-02-13
JPS49131718U (en) * 1973-03-03 1974-11-13

Also Published As

Publication number Publication date
JPH0680258B2 (en) 1994-10-12

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