PL2141287T3 - Method of constructing a retaining wall - Google Patents
Method of constructing a retaining wallInfo
- Publication number
- PL2141287T3 PL2141287T3 PL09007934T PL09007934T PL2141287T3 PL 2141287 T3 PL2141287 T3 PL 2141287T3 PL 09007934 T PL09007934 T PL 09007934T PL 09007934 T PL09007934 T PL 09007934T PL 2141287 T3 PL2141287 T3 PL 2141287T3
- Authority
- PL
- Poland
- Prior art keywords
- load distribution
- cavities
- retaining wall
- constructing
- wall holes
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Piles And Underground Anchors (AREA)
- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The method involves washing a rear side of load distribution-cavities (8), and arranging wall holes (9, 10) in the load distribution-cavities through a retaining wall (1). A load distribution unit is formed in the load distribution-cavities by filling with mortar. The load distribution unit is anchored by a base anchor (5), and anchor rods are inserted into the wall holes. Ends of the anchor rods are anchored to the load distribution unit, where the ends passes into the load distribution-cavities, and the wall holes are injected with the mortar.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008030671A DE102008030671A1 (en) | 2008-07-01 | 2008-07-01 | Method for securing retaining walls |
EP09007934A EP2141287B1 (en) | 2008-07-01 | 2009-06-17 | Method of constructing a retaining wall |
Publications (1)
Publication Number | Publication Date |
---|---|
PL2141287T3 true PL2141287T3 (en) | 2012-03-30 |
Family
ID=40902034
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PL09007934T PL2141287T3 (en) | 2008-07-01 | 2009-06-17 | Method of constructing a retaining wall |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2141287B1 (en) |
AT (1) | ATE532910T1 (en) |
DE (1) | DE102008030671A1 (en) |
ES (1) | ES2376964T3 (en) |
HR (1) | HRP20120125T1 (en) |
PL (1) | PL2141287T3 (en) |
PT (1) | PT2141287E (en) |
SI (1) | SI2141287T1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112411570A (en) * | 2020-11-11 | 2021-02-26 | 贵州建工集团第一建筑工程有限责任公司 | Emergency support method for foundation pit soil collapse |
CN114703895B (en) * | 2022-03-04 | 2023-11-17 | 中铁第五勘察设计院集团有限公司 | Reinforcing structure for downward penetrating construction of open cut tunnel with small included angle and construction method |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3408461A1 (en) * | 1984-03-08 | 1985-09-19 | Kurt G. Dipl.-Ing. 6100 Darmstadt Ross | METHOD FOR RENOVATING SUPPORT WALLS |
DE3716100A1 (en) | 1987-05-14 | 1988-12-01 | Ross Kurt G | METHOD FOR SECURING SUPPORT WALLS |
DE102008018382A1 (en) * | 2008-04-11 | 2009-10-15 | Bau-Sanierungstechnik Gmbh | Method for securing retaining walls |
-
2008
- 2008-07-01 DE DE102008030671A patent/DE102008030671A1/en not_active Ceased
-
2009
- 2009-06-17 SI SI200930163T patent/SI2141287T1/en unknown
- 2009-06-17 PL PL09007934T patent/PL2141287T3/en unknown
- 2009-06-17 PT PT09007934T patent/PT2141287E/en unknown
- 2009-06-17 ES ES09007934T patent/ES2376964T3/en active Active
- 2009-06-17 EP EP09007934A patent/EP2141287B1/en active Active
- 2009-06-17 AT AT09007934T patent/ATE532910T1/en active
-
2012
- 2012-02-06 HR HR20120125T patent/HRP20120125T1/en unknown
Also Published As
Publication number | Publication date |
---|---|
DE102008030671A1 (en) | 2010-01-07 |
ES2376964T3 (en) | 2012-03-21 |
PT2141287E (en) | 2012-02-03 |
HRP20120125T1 (en) | 2012-02-29 |
ATE532910T1 (en) | 2011-11-15 |
EP2141287B1 (en) | 2011-11-09 |
EP2141287A1 (en) | 2010-01-06 |
SI2141287T1 (en) | 2012-03-30 |
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