PH12018501636A1 - Earth retaining method and supporting system - Google Patents
Earth retaining method and supporting systemInfo
- Publication number
- PH12018501636A1 PH12018501636A1 PH12018501636A PH12018501636A PH12018501636A1 PH 12018501636 A1 PH12018501636 A1 PH 12018501636A1 PH 12018501636 A PH12018501636 A PH 12018501636A PH 12018501636 A PH12018501636 A PH 12018501636A PH 12018501636 A1 PH12018501636 A1 PH 12018501636A1
- Authority
- PH
- Philippines
- Prior art keywords
- falsework
- earth retaining
- excavation
- predetermined region
- installation step
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention comprises: a roller installation step in which rollers (2A, 2B) for guiding in a direction of excavation (X) are installed between earth retaining walls (W1, W2) that face opposite one another in the direction of excavation (X), in a predetermined region (B1) of an excavated space; a falsework installation step in which falsework (3A, 3B) is installed by using the rollers (2A, 2B) to guide the falsework (3A, 3B) forward in the direction of excavation (X); an earth retaining wall support step in which the earth retaining walls (W1, W2) are supported respectively at two end sections of the falsework (3A, 3B) adjacent to the walls; and a concrete pouring step in which concrete (5) is poured onto the ground of the predetermined region (B1). The steps from the roller installation step to the concrete casting step are repeatedly carried out for a forward region (B2) further forward in the direction of excavation than the predetermined region (B1), with the use, in the falsework installation step, of the falsework (3A, 3B) that was used in the predetermined region (B1).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2016019051A JP6664699B2 (en) | 2016-02-03 | 2016-02-03 | Mountain retaining method and support system |
PCT/JP2017/003372 WO2017135238A1 (en) | 2016-02-03 | 2017-01-31 | Earth retaining method and falsework system |
Publications (1)
Publication Number | Publication Date |
---|---|
PH12018501636A1 true PH12018501636A1 (en) | 2019-05-27 |
Family
ID=59500182
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PH12018501636A PH12018501636A1 (en) | 2016-02-03 | 2018-08-01 | Earth retaining method and supporting system |
Country Status (4)
Country | Link |
---|---|
JP (1) | JP6664699B2 (en) |
PH (1) | PH12018501636A1 (en) |
SG (1) | SG11201805951XA (en) |
WO (1) | WO2017135238A1 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107687172A (en) * | 2017-10-23 | 2018-02-13 | 上海市城市建设设计研究总院(集团)有限公司 | First foundation ditch and construction method of the road support with dynamic stress regulatory function |
JP6964523B2 (en) * | 2018-01-05 | 2021-11-10 | 鹿島建設株式会社 | How to connect connecting members and support works |
JP7174548B2 (en) * | 2018-07-19 | 2022-11-17 | 戸田建設株式会社 | Mountain retaining structure, axial force transmission device, and installation method for mountain retaining structure |
CN115030222B (en) * | 2022-06-14 | 2023-05-16 | 中铁第六勘察设计院集团有限公司 | Deformation control method for large-angle upward crossing existing track traffic line of open-cut tunnel |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS607119B2 (en) * | 1980-02-19 | 1985-02-22 | 清水建設株式会社 | Tunnel construction method using mobile center |
JPH0654009B2 (en) * | 1988-11-04 | 1994-07-20 | 株式会社大林組 | Movable beam device |
JPH0472726U (en) * | 1990-11-06 | 1992-06-26 | ||
JP2000145370A (en) * | 1998-11-09 | 2000-05-26 | Maeda Corp | Form construction method for underground structure |
JP2004150033A (en) * | 2002-10-28 | 2004-05-27 | Taisei Corp | Strut replacing tool and strut replacing method |
US20110305529A1 (en) * | 2010-06-09 | 2011-12-15 | Riggle Jr John | Trench shoring apparatuses and methods |
-
2016
- 2016-02-03 JP JP2016019051A patent/JP6664699B2/en active Active
-
2017
- 2017-01-31 WO PCT/JP2017/003372 patent/WO2017135238A1/en active Application Filing
- 2017-01-31 SG SG11201805951XA patent/SG11201805951XA/en unknown
-
2018
- 2018-08-01 PH PH12018501636A patent/PH12018501636A1/en unknown
Also Published As
Publication number | Publication date |
---|---|
SG11201805951XA (en) | 2018-08-30 |
JP2017137688A (en) | 2017-08-10 |
WO2017135238A1 (en) | 2017-08-10 |
JP6664699B2 (en) | 2020-03-13 |
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