JPH02139934U - - Google Patents
Info
- Publication number
- JPH02139934U JPH02139934U JP4881189U JP4881189U JPH02139934U JP H02139934 U JPH02139934 U JP H02139934U JP 4881189 U JP4881189 U JP 4881189U JP 4881189 U JP4881189 U JP 4881189U JP H02139934 U JPH02139934 U JP H02139934U
- Authority
- JP
- Japan
- Prior art keywords
- stress material
- continuous wall
- underground continuous
- stress
- connecting 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
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
第１図および第２図は本考案の第１の実施例に
おける地中連続壁用応力材を示し、第１図は斜視
図、第２図は拡大平面図、第３図は本考案の第２
の実施例における地中連続壁用応力材を示す拡大
平面図、第４図ＡないしＣは上記応力材を用いて
地中連続壁を造成する工法を示す説明用平面図で
ある。
１……応力材、２……応力材本体、３……連続
板、４，５……長尺板、８，９……柱体。
1 and 2 show a stress material for underground continuous walls according to the first embodiment of the present invention, FIG. 1 is a perspective view, FIG. 2 is an enlarged plan view, and FIG. 2
FIGS. 4A to 4C are explanatory plan views showing a construction method for constructing a diaphragm wall using the above-mentioned stress material. 1... Stressed material, 2... Stressed material main body, 3... Continuous plate, 4, 5... Long plate, 8, 9... Column body.
Claims (1)
体間を連結した連結板とから構成したことを特徴
とする地中連続壁用応力材。 (2) 応力材本体が対向する長尺板の長手方向中
央部を直角方向の長尺板で連結した請求項１記載
の地中連続壁用応力材。 (3) 連結板が応力材本体における対向する長尺
板と直角方向の長尺板との連結部間を斜め方向に
交叉するように連結してある請求項２記載の地中
連続壁用応力材。 (4) 連結板が応力材本体間を長手方向の複数箇
所で連結してある請求項１ないし３のいずれかに
記載の地中連続壁用応力材。[Claims for Utility Model Registration] (1) A stress material for an underground continuous wall, characterized in that it is composed of a plurality of stress material bodies and a connecting plate that connects these stress material bodies. (2) The stress material for an underground continuous wall according to claim 1, wherein the longitudinal center portions of the long plates facing each other are connected by a long board in a perpendicular direction. (3) The stress for an underground continuous wall according to claim 2, wherein the connecting plate is connected so as to diagonally intersect between the connecting portions of the opposing long plates and the long plates in the perpendicular direction in the stress material main body. Material. (4) The stress material for an underground continuous wall according to any one of claims 1 to 3, wherein the connecting plate connects the stress material bodies at a plurality of locations in the longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4881189U JPH0449248Y2 (en) | 1989-04-27 | 1989-04-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4881189U JPH0449248Y2 (en) | 1989-04-27 | 1989-04-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02139934U true JPH02139934U (en) | 1990-11-22 |
| JPH0449248Y2 JPH0449248Y2 (en) | 1992-11-19 |
Family
ID=31565956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4881189U Expired JPH0449248Y2 (en) | 1989-04-27 | 1989-04-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0449248Y2 (en) |
-
1989
- 1989-04-27 JP JP4881189U patent/JPH0449248Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0449248Y2 (en) | 1992-11-19 |