WO2010134731A3 - Top-down construction method using a branch-type steel frame with channels for the continuous construction of an underground retaining wall - Google Patents
Top-down construction method using a branch-type steel frame with channels for the continuous construction of an underground retaining wall Download PDFInfo
- Publication number
- WO2010134731A3 WO2010134731A3 PCT/KR2010/003108 KR2010003108W WO2010134731A3 WO 2010134731 A3 WO2010134731 A3 WO 2010134731A3 KR 2010003108 W KR2010003108 W KR 2010003108W WO 2010134731 A3 WO2010134731 A3 WO 2010134731A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- retaining wall
- branch
- underground
- channels
- steel frame
- Prior art date
Links
- 238000010276 construction Methods 0.000 title abstract 6
- 229910000831 Steel Inorganic materials 0.000 title abstract 3
- 239000010959 steel Substances 0.000 title abstract 3
- 238000000034 method Methods 0.000 abstract 4
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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- 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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Hydrology & Water Resources (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The present invention relates to a top-down construction method which directly withstands earth pressure by means of an underground part (beam, slab) of a building while excavating, to construct the underground part of the building. More particularly, the present invention relates to a method for constructing the underground part of the building in a top-down method and continuously constructing an underground retaining wall in a bottom-up method using a branch-type steel frame with channels. The top-down construction method according to the present invention is technically characterized in that the branch-type steel frame with channels assembled thereto is installed between an earth-retaining wall and a slab in the construction of the underground part of the building so as to effectively transfer earth pressure, and the underground retaining wall is continuously constructed in a bottom-up method after ensuring the space for construction of the underground retaining wall.
Applications Claiming Priority (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR20090042901 | 2009-05-18 | ||
KR10-2009-0042901 | 2009-05-18 | ||
KR10-2009-0056504 | 2009-06-24 | ||
KR20090056504 | 2009-06-24 | ||
KR10-2009-0068810 | 2009-07-28 | ||
KR1020090068810A KR100938918B1 (en) | 2009-05-18 | 2009-07-28 | Top-down construction method using steel frame by channel |
Publications (3)
Publication Number | Publication Date |
---|---|
WO2010134731A2 WO2010134731A2 (en) | 2010-11-25 |
WO2010134731A3 true WO2010134731A3 (en) | 2011-01-27 |
WO2010134731A9 WO2010134731A9 (en) | 2011-03-24 |
Family
ID=41810290
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/KR2010/003108 WO2010134731A2 (en) | 2009-05-18 | 2010-05-17 | Top-down construction method using a branch-type steel frame with channels for the continuous construction of an underground retaining wall |
Country Status (2)
Country | Link |
---|---|
KR (1) | KR100938918B1 (en) |
WO (1) | WO2010134731A2 (en) |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101034853B1 (en) | 2010-06-22 | 2011-05-17 | (주)씨엠파트너스건축사사무소 | Top-down construction method by whole support of retaining wall and form corresponding to uneven surface for using in the same |
KR101198286B1 (en) | 2010-09-15 | 2012-11-07 | 주식회사 액트파트너 | Non-wale strut system for top-down construction and top-down construction method thereby |
CN102561390B (en) * | 2010-12-17 | 2016-01-27 | 上海市电力公司 | The application of contrary sequence method technique in the structure construction of underground substation |
KR101169462B1 (en) | 2012-03-08 | 2012-07-30 | (주)엠씨에스에스티기술사사무소 | Top-down construction method using post member |
KR200470708Y1 (en) | 2012-08-09 | 2014-01-07 | 주식회사 씨엠파트너스건축사사무소 | A steel frame having water stop for transferring earth pressure on retaining wall |
KR101421648B1 (en) * | 2012-09-25 | 2014-07-22 | (주)바로건설기술 | Underground retaining wall supporting structure and construction method thereof |
CN103882868B (en) * | 2014-03-11 | 2017-09-12 | 中国建筑第八工程局有限公司 | Bored concrete pile encloses the unilateral formwork supporting structure and construction method of purlin in going along with sb. to guard him |
KR102290076B1 (en) | 2019-04-17 | 2021-08-20 | 에스케이건설주식회사 | The construction method using a exterio wall of undergound structure |
CN110670598A (en) * | 2019-07-24 | 2020-01-10 | 青岛理工大学 | Cold joint treatment structure and method for secant pile construction |
CN110409460A (en) * | 2019-08-07 | 2019-11-05 | 上海建工二建集团有限公司 | Temporary plugging device and method applied to foundation pit engineering support structure leakage emergency |
CN110670632B (en) * | 2019-10-06 | 2021-07-09 | 湖北工业大学 | Construction method for horizontal construction joint of side wall of underground structure reverse construction method |
KR102362257B1 (en) * | 2020-01-07 | 2022-02-11 | (주)한국건설공법 | Top-down construction method |
CN111764397A (en) * | 2020-05-28 | 2020-10-13 | 浙江土工岩土科技有限公司 | Underground diaphragm wall plugging device and method |
KR102408334B1 (en) | 2020-07-28 | 2022-06-10 | 에스케이에코플랜트(주) | The construction method of underground structure using foundation of existing undergound structure |
CN114635430B (en) * | 2022-03-28 | 2023-12-26 | 广州一建建设集团有限公司 | Construction process for large-depth half-reverse excavation |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09235741A (en) * | 1996-03-01 | 1997-09-09 | Fujita Corp | Construction method of underground external wall |
KR20080098262A (en) * | 2007-05-04 | 2008-11-07 | (주)씨.에스 구조 엔지니어링 | Non-support construction method using the deckplate for wall girder |
KR20080100740A (en) * | 2007-05-14 | 2008-11-19 | (주) 씨엠파트너스 건축사사무소 | Strut system of temporary plate with opening supporting temporary retaining wall and subgrade external wall construction method utilizing the same |
KR20090029993A (en) * | 2007-09-19 | 2009-03-24 | 주식회사 한미파슨스건축사사무소 | Underground structure and its construction method with retaining wall supported by rigid diaphragm |
-
2009
- 2009-07-28 KR KR1020090068810A patent/KR100938918B1/en active IP Right Review Request
-
2010
- 2010-05-17 WO PCT/KR2010/003108 patent/WO2010134731A2/en active Application Filing
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09235741A (en) * | 1996-03-01 | 1997-09-09 | Fujita Corp | Construction method of underground external wall |
KR20080098262A (en) * | 2007-05-04 | 2008-11-07 | (주)씨.에스 구조 엔지니어링 | Non-support construction method using the deckplate for wall girder |
KR20080100740A (en) * | 2007-05-14 | 2008-11-19 | (주) 씨엠파트너스 건축사사무소 | Strut system of temporary plate with opening supporting temporary retaining wall and subgrade external wall construction method utilizing the same |
KR20090029993A (en) * | 2007-09-19 | 2009-03-24 | 주식회사 한미파슨스건축사사무소 | Underground structure and its construction method with retaining wall supported by rigid diaphragm |
Also Published As
Publication number | Publication date |
---|---|
WO2010134731A9 (en) | 2011-03-24 |
WO2010134731A2 (en) | 2010-11-25 |
KR100938918B1 (en) | 2010-01-27 |
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