JPS57209319A - Joining work of underground continuous walls - Google Patents
Joining work of underground continuous wallsInfo
- Publication number
- JPS57209319A JPS57209319A JP9216081A JP9216081A JPS57209319A JP S57209319 A JPS57209319 A JP S57209319A JP 9216081 A JP9216081 A JP 9216081A JP 9216081 A JP9216081 A JP 9216081A JP S57209319 A JPS57209319 A JP S57209319A
- Authority
- JP
- Japan
- Prior art keywords
- elements
- concrete
- underground continuous
- continuous wall
- joining member
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
PURPOSE:To exactly jon elements for an underground continuous wall by providing mechanical coupling projections to the faces to be faced with placed concrete of a joining member by which the split elements for constituting the undergound continuous wall are connected. CONSTITUTION:A joining member 6 made of H-shaped steel, etc., is provided at the oints between elements 2 constituting an underground continuous wall 1, and concrete is placed to join the elements 2. In this case, a large number of mechanical coupling projections 10 formed by welding shear reinforcing bars 10a are formed on the faces to be faced with the concrete of the flange portions 4 of the joining member 6. The projections 10 are buried in the concrete placed and thereby the joining of the elements is secured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9216081A JPS57209319A (en) | 1981-06-17 | 1981-06-17 | Joining work of underground continuous walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9216081A JPS57209319A (en) | 1981-06-17 | 1981-06-17 | Joining work of underground continuous walls |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57209319A true JPS57209319A (en) | 1982-12-22 |
Family
ID=14046668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9216081A Pending JPS57209319A (en) | 1981-06-17 | 1981-06-17 | Joining work of underground continuous walls |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57209319A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107386269A (en) * | 2017-08-08 | 2017-11-24 | 中铁隧道集团二处有限公司 | A kind of Two bors d's oeuveres I-shaped steel joint construction method for ultra-deep underground continuous wall |
-
1981
- 1981-06-17 JP JP9216081A patent/JPS57209319A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107386269A (en) * | 2017-08-08 | 2017-11-24 | 中铁隧道集团二处有限公司 | A kind of Two bors d's oeuveres I-shaped steel joint construction method for ultra-deep underground continuous wall |
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