JPH0223027U - - Google Patents
Info
- Publication number
- JPH0223027U JPH0223027U JP9987188U JP9987188U JPH0223027U JP H0223027 U JPH0223027 U JP H0223027U JP 9987188 U JP9987188 U JP 9987188U JP 9987188 U JP9987188 U JP 9987188U JP H0223027 U JPH0223027 U JP H0223027U
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- welded
- continuous underground
- joint structure
- underground wall
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
第１図は本考案の一実施例の連続地中壁の継手
構造を示す斜視図、第２図は第１図の平面図、第
３図は第２図の側面図、第４図は第３図の正面図
である。
２…継手プレート、３…仕切鋼板、５…窓、１
０Ａ，１０Ｂ…単位壁体。
Figure 1 is a perspective view showing a joint structure of a continuous underground wall according to an embodiment of the present invention, Figure 2 is a plan view of Figure 1, Figure 3 is a side view of Figure 2, and Figure 4 is a side view of Figure 2. FIG. 3 is a front view of FIG. 3; 2...Joint plate, 3...Partition steel plate, 5...Window, 1
0A, 10B...Unit walls.
Claims (1)
波状に曲折し、かつＸ状にクロスする複数の継手
プレートを溶接した連続地中壁の継手構造。 ２ 仕切鋼板に溶接した複数の継手プレートの各
曲折部と各Ｘ状クロス部とに、コンクリートの最
大骨材寸法より大きな窓がそれぞれ設けられてい
る請求項１記載の連続地中壁の継手構造。[Scope of Claim for Utility Model Registration] 1. A continuous underground wall joint structure in which a plurality of joint plates that are continuously bent in a wave shape and cross in an X shape are welded to the side surface of a partition steel plate at the end of a unit wall. 2. The continuous underground wall joint structure according to claim 1, wherein windows larger than the maximum aggregate dimension of the concrete are provided at each bending part and each X-shaped cross part of the plurality of joint plates welded to the partition steel plate. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9987188U JPH0428935Y2 (en) | 1988-07-29 | 1988-07-29 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9987188U JPH0428935Y2 (en) | 1988-07-29 | 1988-07-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0223027U true JPH0223027U (en) | 1990-02-15 |
| JPH0428935Y2 JPH0428935Y2 (en) | 1992-07-14 |
Family
ID=31327434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9987188U Expired JPH0428935Y2 (en) | 1988-07-29 | 1988-07-29 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0428935Y2 (en) |
-
1988
- 1988-07-29 JP JP9987188U patent/JPH0428935Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0428935Y2 (en) | 1992-07-14 |