JPS63201104U - - Google Patents
Info
- Publication number
- JPS63201104U JPS63201104U JP9329087U JP9329087U JPS63201104U JP S63201104 U JPS63201104 U JP S63201104U JP 9329087 U JP9329087 U JP 9329087U JP 9329087 U JP9329087 U JP 9329087U JP S63201104 U JPS63201104 U JP S63201104U
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- building
- lightweight
- aerated concrete
- concrete plate
- 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
Links
- 238000002347 injection Methods 0.000 claims description 8
- 239000007924 injection Substances 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 claims 4
- 239000011381 foam concrete Substances 0.000 claims 3
- 238000005192 partition Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
第１図〜第４図は本考案に係るＡＬＣ板の壁体
の一実施例を示すもので、第１図は間仕切壁の概
念的正面図、第２図は第１図におけるＡ―Ａ線断
面図、第３図は第１図におけるＢ―Ｂ線断面図、
第４図は第１図におけるＣ―Ｃ線断面図である。
また、第５図〜第７図は従来の湿式工法によつて
構築された間仕切壁を示すもので、第５図はその
概念的正面図、第６図は第５図におけるＡ―Ａ線
断面図、第７図は第５図におけるＢ―Ｂ線断面図
、第８図〜第１０図は従来の乾式工法によつて構
築された間仕切壁を示すもので、第８図はその概
念的正面図、第９図は第８図におけるＡ―Ａ線断
面図、第１０図は第８図におけるＢ―Ｂ線断面図
である。
１……間仕切壁、２……ＡＬＣ板、３，４……
木口部、５，６……モルタル注入溝、７……モル
タル、８……凹溝、９……凸条部、１０……接着
剤、１１……接合目地部、１２……モルタル注入
口、１３……天井スラブ、１４，１８……アンカ
ーナツト、１５……取付ボルト、１６……取付金
具、１７……床スラブ、１９……目地鉄筋。
Figures 1 to 4 show an embodiment of the ALC plate wall body according to the present invention. Figure 1 is a conceptual front view of a partition wall, and Figure 2 is a line taken along line AA in Figure 1. A sectional view, FIG. 3 is a sectional view taken along the line B-B in FIG. 1,
FIG. 4 is a sectional view taken along the line CC in FIG. 1.
In addition, Figures 5 to 7 show partition walls constructed using the conventional wet construction method. Figure 5 is a conceptual front view of the partition wall, and Figure 6 is a cross section taken along the line A--A in Figure 5. Figure 7 is a sectional view taken along the line B-B in Figure 5, Figures 8 to 10 show a partition wall constructed using the conventional dry method, and Figure 8 is a conceptual front view of the partition wall. 9 is a sectional view taken along the line AA in FIG. 8, and FIG. 10 is a sectional view taken along the line BB in FIG. 8. 1... Partition wall, 2... ALC board, 3, 4...
End part, 5, 6... Mortar injection groove, 7... Mortar, 8... Concave groove, 9... Convex strip, 10... Adhesive, 11... Joint joint part, 12... Mortar injection port, 13... Ceiling slab, 14, 18... Anchor nut, 15... Mounting bolt, 16... Mounting bracket, 17... Floor slab, 19... Joint reinforcing bar.
Claims (1)
部より下端部にかけてモルタル注入溝を形成する
とともに、前記両軽量気泡コンクリート板の接合
部にモルタル注入口を設け、建物の上部本体に前
記軽量気泡コンクリート板の上端部を取付ける取
付具を配設するとともに、前記建物の下部本体に
前記注入溝内に配置する目地鉄筋を設け、前記軽
量気泡コンクリート板の上端部を前記取付具によ
つて前記建物の上部本体に固定する一方、前記軽
量気泡コンクリート板の下端部を前記注入口より
注入溝内に注入したモルタルおよび目地鉄筋によ
つて前記建物の下部本体に固定し、さらに前記隣
合う軽量気泡コンクリート板の木口部を前記モル
タルにて接合するとともに、前記注入口より上部
の木口部を接着剤にて接合して壁体を構築したこ
とを特徴とする軽量気泡コンクリート板の壁体。 A mortar injection groove is formed at the end of the adjacent lightweight cellular concrete plates from the middle part to the lower end, and a mortar injection hole is provided at the joint of both lightweight cellular concrete plates, and the lightweight cellular concrete plate is attached to the upper body of the building. A fixture for attaching the upper end is provided, and a joint reinforcing bar is provided in the lower body of the building to be placed in the injection groove, and the upper end of the lightweight aerated concrete plate is attached to the upper part of the building by the fixture. At the same time, the lower end of the lightweight aerated concrete plate is fixed to the lower body of the building using mortar and joint reinforcing bars injected into the injection groove from the injection port, and further the lower end of the lightweight aerated concrete plate is A wall body of a lightweight aerated concrete board, characterized in that the wall body is constructed by joining the end portions with the mortar and joining the end portions above the injection port with adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9329087U JPH0540162Y2 (en) | 1987-06-17 | 1987-06-17 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9329087U JPH0540162Y2 (en) | 1987-06-17 | 1987-06-17 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63201104U true JPS63201104U (en) | 1988-12-26 |
| JPH0540162Y2 JPH0540162Y2 (en) | 1993-10-13 |
Family
ID=30955754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9329087U Expired - Lifetime JPH0540162Y2 (en) | 1987-06-17 | 1987-06-17 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0540162Y2 (en) |
-
1987
- 1987-06-17 JP JP9329087U patent/JPH0540162Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0540162Y2 (en) | 1993-10-13 |