JPS57151724A - Resources-saving type continuous sheathing work - Google Patents
Resources-saving type continuous sheathing workInfo
- Publication number
- JPS57151724A JPS57151724A JP3427081A JP3427081A JPS57151724A JP S57151724 A JPS57151724 A JP S57151724A JP 3427081 A JP3427081 A JP 3427081A JP 3427081 A JP3427081 A JP 3427081A JP S57151724 A JPS57151724 A JP S57151724A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- steel material
- sheathing
- concrete
- sheathing 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.)
- 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 obtain a sheathing wall having a high safeness and a high water shielding property by a method in which a sheathing wall having a core material made of a friction-cut steel material is constructed, the underground outer wall of the structure is built up on the inside, the core material is drawn out, and then a grout, e.g., cement mortar, etc., is injected into the space formed. CONSTITUTION:After the ground is excavated, an interlocking box 1 is set, and then concrete 3 is placed. While the concrete 3 is unset, a steel material 4, e.g., H-shaped steel, etc., subjected to a friction cutting treatment is hung down. After the concrete 3 has set properly, the interlocking box 1 is pulled out to construct the unit of a continuous wall. The same operations are repeated to construct a sheathing wall 5. The ground surrounded by the sheathing wall is excavated, the underground outer wall 6 of the structure is constructed, the steel material 4 is drawn out, and then a solidifiable grout 7, e.g., cement mortar, etc., is injected into the space (b) formed after drawing out the steel material 4 in the sheathing wall to repair the sectional damage in the space portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3427081A JPS57151724A (en) | 1981-03-09 | 1981-03-09 | Resources-saving type continuous sheathing work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3427081A JPS57151724A (en) | 1981-03-09 | 1981-03-09 | Resources-saving type continuous sheathing work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS57151724A true JPS57151724A (en) | 1982-09-18 |
Family
ID=12409463
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3427081A Pending JPS57151724A (en) | 1981-03-09 | 1981-03-09 | Resources-saving type continuous sheathing work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57151724A (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4989315A (en) * | 1972-12-29 | 1974-08-27 | ||
JPS5275007A (en) * | 1975-12-18 | 1977-06-23 | Takenaka Komuten Co | Method of embedding frictionncut type temporary bearing pile and means used therefor |
JPS52113004A (en) * | 1976-03-17 | 1977-09-21 | Takenaka Komuten Co | Method of extracting main sheathing pile |
JPS52134202A (en) * | 1976-05-06 | 1977-11-10 | Furukawa Electric Co Ltd | Method of temporarily driving piles and removing the same |
JPS52155812A (en) * | 1976-06-21 | 1977-12-24 | Kajima Corp | Method of building land slide protection wall |
JPS54154107A (en) * | 1978-05-24 | 1979-12-05 | Takenaka Komuten Co | Execution method of soil pillar in soil pillar row hill stop wall |
-
1981
- 1981-03-09 JP JP3427081A patent/JPS57151724A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4989315A (en) * | 1972-12-29 | 1974-08-27 | ||
JPS5275007A (en) * | 1975-12-18 | 1977-06-23 | Takenaka Komuten Co | Method of embedding frictionncut type temporary bearing pile and means used therefor |
JPS52113004A (en) * | 1976-03-17 | 1977-09-21 | Takenaka Komuten Co | Method of extracting main sheathing pile |
JPS52134202A (en) * | 1976-05-06 | 1977-11-10 | Furukawa Electric Co Ltd | Method of temporarily driving piles and removing the same |
JPS52155812A (en) * | 1976-06-21 | 1977-12-24 | Kajima Corp | Method of building land slide protection wall |
JPS54154107A (en) * | 1978-05-24 | 1979-12-05 | Takenaka Komuten Co | Execution method of soil pillar in soil pillar row hill stop wall |
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