JPS603344A - Light weight composite panel - Google Patents

Light weight composite panel

Info

Publication number
JPS603344A
JPS603344A JP11011283A JP11011283A JPS603344A JP S603344 A JPS603344 A JP S603344A JP 11011283 A JP11011283 A JP 11011283A JP 11011283 A JP11011283 A JP 11011283A JP S603344 A JPS603344 A JP S603344A
Authority
JP
Japan
Prior art keywords
panel
frame
grc
precast
alc
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.)
Pending
Application number
JP11011283A
Other languages
Japanese (ja)
Inventor
藤井 弘司
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.)
Asahi Kasei Corp
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Asahi Kasei 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 Asahi Chemical Industry Co Ltd, Asahi Kasei Kogyo KK filed Critical Asahi Chemical Industry Co Ltd
Priority to JP11011283A priority Critical patent/JPS603344A/en
Publication of JPS603344A publication Critical patent/JPS603344A/en
Pending legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)

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】 この発明は主としてカーテンウオールに使用する、高温
高圧蒸気養生された軽量気泡コンクリートパネル(以下
A L C、eネルと略す)を用いた軽量プレキャスト
パネルに関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a lightweight precast panel using a lightweight cellular concrete panel (hereinafter referred to as ALC, e-nel) cured with high temperature and high pressure steam, which is mainly used for curtain walls.

ALCパネルは、軽量で断熱に優れ、施工期間が短くて
すむことから、広く使用されている。しかしながら衝撃
強度が小さく、欠けやすいという欠点を有していた。そ
のため防水性能を向上するために端部に加工を行い、水
返し等を設けることは、欠けの点から実施が困難であっ
た。
ALC panels are widely used because they are lightweight, have excellent heat insulation, and require a short construction period. However, it had the disadvantage of having low impact strength and being easily chipped. For this reason, it has been difficult to process the ends and provide a water return etc. in order to improve waterproof performance due to the possibility of chipping.

この発明は上記の欠点を解消すべく創案されたもので、
その目的はALCパネル周縁の補強を行うと共に、目地
部の防水性能を向上することにある。
This invention was created to solve the above-mentioned drawbacks.
The purpose is to strengthen the periphery of the ALC panel and improve the waterproof performance of the joints.

この発明に係るプレキャストパネルは、ALCからなる
板の四周小口部分に、押出し成型繊維補強コンクリート
枠(以下GRC枠と略す)を一体重に設けてなるもので
ある。
The precast panel according to the present invention has an extruded fiber-reinforced concrete frame (hereinafter abbreviated as a GRC frame) integrally provided on the four circumferential edges of a board made of ALC.

以下にこの発明を、図示する実施例に基づいて説明する
。第1図に示すように、この発明に係るプレキャストノ
ぞネルは、ALCIと、ALCパネル1の周辺部に一体
的に設けられたGRC枠2とから成る。
The present invention will be explained below based on the illustrated embodiments. As shown in FIG. 1, the precast nozzle according to the present invention consists of an ALCI and a GRC frame 2 integrally provided around the periphery of an ALC panel 1.

ALCパネル1には、第2図に示すように、切削等によ
って西側面に嵌合溝3が設けられている。
As shown in FIG. 2, the ALC panel 1 is provided with a fitting groove 3 on its west side by cutting or the like.

一方、GRC枠の裏面には、突片4が設けられておシ、
前記嵌合溝3に突片4を嵌合せしめて一体化する。また
、ALCパネルlとGRC枠の間に接着剤を塗布するこ
とや、釘、ゼルトを用いることにより、更に固定力を強
化することも可能である。
On the other hand, a protrusion 4 is provided on the back side of the GRC frame.
The projecting piece 4 is fitted into the fitting groove 3 and integrated. Furthermore, it is possible to further strengthen the fixing force by applying adhesive between the ALC panel l and the GRC frame, or by using nails or bolts.

第3図に示すのは、このような構成のプレキャストパネ
ルの横目地であシ、上部ALCパネル1′の上部と、下
部ALCパネル1′の上部に略E字状のGRC枠2A、
2Bが取付けられている。
What is shown in FIG. 3 are the horizontal joints of a precast panel with such a configuration, and a roughly E-shaped GRC frame 2A at the top of the upper ALC panel 1' and the upper part of the lower ALC panel 1'.
2B is installed.

パネルを施工する際は、第4図に示す建起こし作業が必
要となるが、ALCは局部圧縮強度が小さいため、地面
と接する部分で圧縮破壊を生じやすくなっていた。
When constructing the panels, the erection work shown in Figure 4 is required, but because ALC has low local compressive strength, compressive failure is likely to occur in the areas where it contacts the ground.

また、・ξネルを建込み中に足場や鉄骨個体にパネル端
部が衝突し、欠けが生じることが問題となっていた。
In addition, during the erection of .ξ panels, the edges of the panels collided with the scaffolding and individual steel frames, causing chipping, which was a problem.

しかるに、ALCパネル四周小口部をGRC枠で補強す
ることによシ、局部圧縮に対して強くなると共に、欠け
を防止することが可能となる。そのため、/!、LCパ
ネル端部を複雑に加工することが可能である。
However, by reinforcing the edges of the ALC panel around the four sides with the GRC frame, it becomes strong against local compression and can prevent chipping. Therefore,/! , it is possible to process the edges of the LC panel in a complicated manner.

第4図はGRC粋の具体的応用例を示すものである。上
部ALCパネル1′の下部に設けられ、室外側で下方に
突出する突出部Sを有する断回路り状の下部GRC枠2
Cと、下部ALCパネル1″の上部に設けられ、室内側
で上方に突出する突出部6を有するKfr面略血路の上
部GRC枠2Dとで構成されている。
Figure 4 shows a concrete application example of GRC-i. A lower GRC frame 2 in the shape of a disconnection circuit is provided at the lower part of the upper ALC panel 1' and has a protrusion S that protrudes downward on the outdoor side.
C, and an upper GRC frame 2D that is provided on the upper part of the lower ALC panel 1'' and has a protrusion 6 that protrudes upward on the indoor side and has a Kfr plane substantially blood path.

このような構成において突出部5と突出部6との間に外
気との等気圧空間が形成され、これによシ風の吹込みが
緩和されると共に、立上シ部によって水の浸入が阻止さ
れる。
In such a configuration, an equal pressure space with the outside air is formed between the protrusion 5 and the protrusion 6, which alleviates the blowing of wind and prevents water from entering by the rising part. be done.

第5図に示すのは、成形目地材を用いる場合の横目地の
構造である。
FIG. 5 shows the structure of a horizontal joint when a molded joint material is used.

上部ALCパネル1′の下部に設けられ、凹状溝7Aを
有する断面略T字状の下部GRC枠2Eと、下部A I
、 C−eネル1″の上部に設けられ、同様に凹状溝7
Bを有する断面略T字状の上部GRC枠2Fとで構成さ
れる。
A lower GRC frame 2E, which is provided at the lower part of the upper ALC panel 1' and has a substantially T-shaped cross section and has a concave groove 7A, and a lower A
, provided on the upper part of the C-e flannel 1'', and similarly having a concave groove 7
It is composed of an upper GRC frame 2F having a substantially T-shaped cross section and having a shape of B.

凹状溝には、成型目地材8A、8Bが嵌着され、向い防
水機能を来すことができる。
Molded joint materials 8A and 8B are fitted into the concave grooves to provide a waterproof function.

もちろん、第6図に示すごとく、防水立上シと成型目地
拐とを組合せた構成も可能である。
Of course, as shown in FIG. 6, it is also possible to have a configuration in which a waterproof stand-up and a molded joint are combined.

以上のGRC枠は、押出し成型加工によって製造される
ため、重連の突出部、凹状溝は容易に成型されることに
なる。
Since the above GRC frame is manufactured by extrusion molding, the multiple protrusions and concave grooves can be easily molded.

本発明は以上の構成から成るものであシ、ALCパネル
の欠けに対して効呆が顕著であるとともに防水性能も飛
躍的に向上したプレキャストパネルである。
The present invention has the above-mentioned configuration, and is a precast panel that is significantly effective against chipping of ALC panels and has dramatically improved waterproof performance.

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

第1図はこの発明に係るプレキャスト・ソネルを示す斜
視図、第2図は本発明の実施例を示す斜視図、第3図及
び第5〜第7図はプレキャストパネルの横目地を示す断
面図、第4図はALCパネルの建起こしを示す斜視図で
ある。 1・・・ALCパネル、2,2A、2B、2C。 2D、2E、2F、2G、2H・・・GRC枠、3・・
・嵌合4.4・・・突出片、5・・・接着材、6・・・
不定形シーリング材、7・・・ノ々ツクアップ材、8・
・・釘、9゜10・・・突出部、IIA、11B・・・
凹部溝、12A。 12B・・・成形目地材。 特許出願人 旭化成工業株式会社 第1図 第3図 第2図 第5因 第6図 219− 第7因
Fig. 1 is a perspective view showing a precast sonnel according to the present invention, Fig. 2 is a perspective view showing an embodiment of the invention, and Figs. 3 and 5 to 7 are sectional views showing horizontal joints of a precast panel. , FIG. 4 is a perspective view showing how the ALC panel is erected. 1... ALC panel, 2, 2A, 2B, 2C. 2D, 2E, 2F, 2G, 2H...GRC frame, 3...
- Fitting 4.4... Protruding piece, 5... Adhesive material, 6...
Irregular sealing material, 7... Notokup material, 8.
...Nail, 9°10...Protrusion, IIA, 11B...
Recess groove, 12A. 12B... Molded joint material. Patent applicant Asahi Kasei Kogyo Co., Ltd. Figure 1 Figure 3 Figure 2 Factor 5 Figure 6 219- Factor 7

Claims (1)

【特許請求の範囲】 1、 高温高圧蒸気養生された軽量気泡コンクリートパ
ネルの四周小口面に嵌合溝を設け、該嵌合溝に裏面に突
出片を有する押出し成型繊維補強コンクリート枠を嵌合
せしめて一体化したことを特徴とするプレキャストパネ
ル 2、@記軽量気泡コンクリートパネルと押出し成型繊維
補強コンクリート枠との間隙に、接着剤を介在せしめた
特許請求の範囲第1項に記載のプレキャストパネル 1 前記軽量気泡コンク、リートパネルと押出し成型繊
維補強コンクリート枠とに釘を直通せしめた特許請求の
範囲第1項に記載のプレキャストパネル
[Scope of Claims] 1. Fitting grooves are provided on the four circumferential edges of a lightweight aerated concrete panel cured with high temperature and high pressure steam, and an extruded fiber-reinforced concrete frame having a protruding piece on the back side is fitted into the fitting groove. Precast panel 2 characterized by being integrated, precast panel 1 according to claim 1, wherein an adhesive is interposed in the gap between the lightweight cellular concrete panel and the extrusion-molded fiber reinforced concrete frame. Lightweight cellular concrete, a precast panel according to claim 1, in which nails are passed directly through the reed panel and the extruded fiber-reinforced concrete frame.
JP11011283A 1983-06-21 1983-06-21 Light weight composite panel Pending JPS603344A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11011283A JPS603344A (en) 1983-06-21 1983-06-21 Light weight composite panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11011283A JPS603344A (en) 1983-06-21 1983-06-21 Light weight composite panel

Publications (1)

Publication Number Publication Date
JPS603344A true JPS603344A (en) 1985-01-09

Family

ID=14527341

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11011283A Pending JPS603344A (en) 1983-06-21 1983-06-21 Light weight composite panel

Country Status (1)

Country Link
JP (1) JPS603344A (en)

Similar Documents

Publication Publication Date Title
CA1279970C (en) Thermally insulating structural panel
US4907383A (en) Bowed roof structure, structure panel and method for using same
US7788879B2 (en) Methods and apparatus for assembling strong, lightweight thermal panel and insulated building structure
US5706624A (en) Panelized, edge-connected, modified-rhombic triacontahedral structures
WO1994013897A1 (en) Foam sandwich enclosure with interlocking integral frame
JPH0882068A (en) Building panel
US5540020A (en) Building panel
US4873797A (en) Stressed skin post and beam building construction system
JP3026419B2 (en) Wall panels and exterior wall structures
US3699736A (en) Building component and system
KR20010091455A (en) Connecting Structure And Construction Method For Wall Concrete Panel
JPS603344A (en) Light weight composite panel
KR100573288B1 (en) Hybrid Stud with Heat Insulating Ability and Connecting Structure of Wall Panel using the same
US3471984A (en) Building panel structure
JPS605952A (en) Light weight precast panel
EP0537277B1 (en) Wall element system
CN218323454U (en) Construction is with steel construction panel that gives sound insulation
RU2112115C1 (en) Building construction
CN214784780U (en) High prefabrication rate assembled structural system
CN219654001U (en) Connection structure suitable for secondary structure wall body
JPS6010043A (en) Composite panel
JPS6013507A (en) Manufacture of light precast panel
JPS608011A (en) Manufacture of precast panel
KR0174353B1 (en) Partition of protection against other undesired influences
JPS6339296Y2 (en)