JPS57130623A - Construction of joints for continuous underground wall - Google Patents
Construction of joints for continuous underground wallInfo
- Publication number
- JPS57130623A JPS57130623A JP1582981A JP1582981A JPS57130623A JP S57130623 A JPS57130623 A JP S57130623A JP 1582981 A JP1582981 A JP 1582981A JP 1582981 A JP1582981 A JP 1582981A JP S57130623 A JPS57130623 A JP S57130623A
- Authority
- JP
- Japan
- Prior art keywords
- pit
- underground wall
- lapping
- iron
- partition plates
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Abstract
PURPOSE:To assure the excavation of elemental pit to follow by a method in which concrete is placed inbetween partition plates in a pit, lapping iron bars are only bent along the partition plates, and then an iron bar cage as the next construction unit is lapped with the lapping iron bars. CONSTITUTION:A forward elemental pit 1 is excavated, an iron bar cage 4 formed by bending lapping iron bars 3 projecting through both end-partition plates 2 along the plates 2 is inserted into the pit 1, and concrete 5 is placed between both partition plates 2 to construct an unit underground wall a. Then, next elemental pit 1' is excavated, the following iron bar cage 4' is inserted into the pit 1', iron bars 3 for lapping are extended and lapped with the iron bar cage 4', and then conceete 5' is placed into the pit 1' to construct unit underground wall a in close proximity to said unit underground wall a. These operations are repeated to construct a continuous underground wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1582981A JPS57130623A (en) | 1981-02-06 | 1981-02-06 | Construction of joints for continuous underground wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1582981A JPS57130623A (en) | 1981-02-06 | 1981-02-06 | Construction of joints for continuous underground wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS57130623A true JPS57130623A (en) | 1982-08-13 |
Family
ID=11899732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1582981A Pending JPS57130623A (en) | 1981-02-06 | 1981-02-06 | Construction of joints for continuous underground wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57130623A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4728226A (en) * | 1984-04-10 | 1988-03-01 | Finic, B.V. | Method and apparatus for forming reinforced concrete walls with continuous steel reinforcement |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50102115A (en) * | 1974-01-21 | 1975-08-13 |
-
1981
- 1981-02-06 JP JP1582981A patent/JPS57130623A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50102115A (en) * | 1974-01-21 | 1975-08-13 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4728226A (en) * | 1984-04-10 | 1988-03-01 | Finic, B.V. | Method and apparatus for forming reinforced concrete walls with continuous steel reinforcement |
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