WO2012044091A3 - Dispositif et procédé pour la construction d'une structure souterraine - Google Patents
Dispositif et procédé pour la construction d'une structure souterraine Download PDFInfo
- Publication number
- WO2012044091A3 WO2012044091A3 PCT/KR2011/007196 KR2011007196W WO2012044091A3 WO 2012044091 A3 WO2012044091 A3 WO 2012044091A3 KR 2011007196 W KR2011007196 W KR 2011007196W WO 2012044091 A3 WO2012044091 A3 WO 2012044091A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- floor
- connection member
- horizontal structures
- structures
- floor horizontal
- 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.)
- Ceased
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
- E02D29/045—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
- E02D29/05—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
- E02D29/055—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 at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench further excavation of the cross-section proceeding underneath an already installed part of the structure, e.g. the roof of a tunnel
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
- E04B2001/389—Brackets
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
La présente invention concerne un dispositif et un procédé pour la construction d'une structure souterraine, qui permet d'améliorer l'ouvrabilité et de réduire les heures de travail. L'invention comprend : une paroi de retenue qui est formée sur un côté circonférentiel d'une partie creusée qui est travaillée de manière à installer une structure souterraine ; une pluralité de pieux centraux qui sont enfoncés dans ladite partie creusée de manière amovible ; une structure horizontale de premier étage qui est installée sur une extrémité supérieure desdits pieux centraux de sorte que la structure horizontale de premier étage soit supportée sur lesdits pieux centraux ; des structures horizontales de chaque étage qui sont installées de manière à former des étages jusqu'à une surface inférieure de ladite partie creusée dans la direction d'une extrémité inférieure de ladite structure horizontale de premier étage, afin de supporter ladite paroi de retenue ; un élément de raccordement de construction dont un côté est raccordé à la structure horizontale de premier étage voisine sur l'extrémité supérieure ou auxdites structures horizontales de chaque étage, et dont l'autre côté est raccordé auxdites structures horizontales de chaque étage voisines sur l'extrémité inférieure, de manière à raccorder séquentiellement et à installer lesdites structures horizontales de chaque étage depuis ladite structure horizontale de premier étage, la longueur de l'élément de raccordement de construction étant ajustable ; et des supports montés sur lesdits pieux centraux de manière à supporter les structures horizontales de chaque étage qui sont raccordées à l'autre côté dudit élément de raccordement de construction. Ainsi, puisque lesdits supports sont installés dans un état dans lequel le caractère horizontal desdites structures horizontales de chaque étage est ajusté en ajustant la longueur dudit élément de raccordement de construction, l'invention permet de fixer lesdites structures horizontales de chaque étage.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2010-0095341 | 2010-09-30 | ||
| KR1020100095341A KR101341679B1 (ko) | 2010-09-30 | 2010-09-30 | 지하 구조물 구축장치 및 공법 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2012044091A2 WO2012044091A2 (fr) | 2012-04-05 |
| WO2012044091A3 true WO2012044091A3 (fr) | 2012-06-21 |
Family
ID=45893670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/KR2011/007196 Ceased WO2012044091A2 (fr) | 2010-09-30 | 2011-09-29 | Dispositif et procédé pour la construction d'une structure souterraine |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR101341679B1 (fr) |
| WO (1) | WO2012044091A2 (fr) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101421648B1 (ko) * | 2012-09-25 | 2014-07-22 | (주)바로건설기술 | 지하 흙막이벽 지지구조 및 이의 시공방법 |
| FR2998905B1 (fr) * | 2012-12-03 | 2015-01-02 | Gtm Sud | Procede et kit de construction d’un ouvrage souterrain avec coffrage suspendu |
| KR101401057B1 (ko) * | 2013-02-28 | 2014-05-29 | (주)바로건설기술 | 기둥과 주두와 철골보 및 슬래브로 형성되는 구조물을 이용한 지하 구조물 구축공법 |
| KR101485563B1 (ko) * | 2013-11-04 | 2015-01-26 | 주식회사 씨엠파트너스건축사사무소 | 건축용 수평구조프레임 구조 |
| CN105386461B (zh) * | 2015-11-10 | 2017-04-19 | 上海建工集团股份有限公司 | 一种逆作法机械化降模系统及其降模方法 |
| CN105401598B (zh) * | 2015-11-10 | 2017-04-19 | 上海建工集团股份有限公司 | 逆作法自动降模系统吊装装置及其吊装方法 |
| JP6740064B2 (ja) * | 2016-09-09 | 2020-08-12 | 鹿島建設株式会社 | コンクリート躯体の構築方法 |
| CN107843407A (zh) * | 2017-12-05 | 2018-03-27 | 西南交通大学 | 一种用于结构水动力实验的群桩位置调节装置 |
| CN114045870B (zh) * | 2021-11-11 | 2022-12-09 | 中铁四局集团有限公司 | 一种超深基坑群异步开挖顺逆结合安全性施工方法 |
| KR20240160730A (ko) | 2023-05-03 | 2024-11-12 | (주)바로건설기술 | 착탈식 스티프너 |
| KR102825724B1 (ko) | 2023-06-01 | 2025-06-26 | (주)바로건설기술 | 슬래브 관통 센터파일 지지장치 |
| KR102789166B1 (ko) * | 2023-09-08 | 2025-03-31 | 디엘이앤씨 주식회사 | 뜬구조를 이용한 지하주차장 기둥 이설 방법 |
| KR102817109B1 (ko) * | 2023-09-11 | 2025-06-09 | 디엘이앤씨 주식회사 | 지하주차장 리모델링 공사를 위한 가설 기둥 지지 구조 |
| KR102776513B1 (ko) * | 2024-01-31 | 2025-03-07 | 디엘이앤씨 주식회사 | 베이스부재를 이용한 지하주차장 리모델링 공사용 가설 기둥 지지 구조 |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05140937A (ja) * | 1991-11-21 | 1993-06-08 | Fujita Corp | 地下逆打工法における切梁の架設方法 |
| KR100799336B1 (ko) * | 2006-06-23 | 2008-01-30 | 주식회사 하모니구조엔지니어링 | 상·하 분리형 지지방식의 무지주 역타설 거푸집공법용거푸집 지지체 및 이를 이용한 무지주 역타설 거푸집공법 |
| KR20090029993A (ko) * | 2007-09-19 | 2009-03-24 | 주식회사 한미파슨스건축사사무소 | 강막작용에 의하여 지지되는 흙막이벽을 이용한 지하구조물및 지하구조물 구축공법 |
| KR100967496B1 (ko) * | 2010-02-19 | 2010-07-07 | (주)바로건설기술 | 지하 구조물 구축장치 |
| KR100967497B1 (ko) * | 2010-02-19 | 2010-07-07 | (주)바로건설기술 | 지하 구조물 구축공법 |
| KR20100100193A (ko) * | 2009-03-05 | 2010-09-15 | (주)씨엠파트너스건축사사무소 | Rc역타공법에서의 rc보 시공용 거푸집시스템 및 이를 이용한 rc역타공법 |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200390421Y1 (ko) * | 2005-03-07 | 2005-07-25 | 주식회사 한진중공업 | 데크 현수식 역타설 지하 구조물 |
| KR100694493B1 (ko) * | 2005-07-27 | 2007-03-16 | 황기수 | 브라켓 지지되는 가설구조체를 작업대로 활용할 수 있는역타설 공법 |
| KR100719453B1 (ko) | 2005-10-19 | 2007-05-18 | (주) 콘스텍 | 역타 공법 및 이에 사용되는 거푸집, 거푸집 지지기구 |
-
2010
- 2010-09-30 KR KR1020100095341A patent/KR101341679B1/ko active Active
-
2011
- 2011-09-29 WO PCT/KR2011/007196 patent/WO2012044091A2/fr not_active Ceased
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05140937A (ja) * | 1991-11-21 | 1993-06-08 | Fujita Corp | 地下逆打工法における切梁の架設方法 |
| KR100799336B1 (ko) * | 2006-06-23 | 2008-01-30 | 주식회사 하모니구조엔지니어링 | 상·하 분리형 지지방식의 무지주 역타설 거푸집공법용거푸집 지지체 및 이를 이용한 무지주 역타설 거푸집공법 |
| KR20090029993A (ko) * | 2007-09-19 | 2009-03-24 | 주식회사 한미파슨스건축사사무소 | 강막작용에 의하여 지지되는 흙막이벽을 이용한 지하구조물및 지하구조물 구축공법 |
| KR20100100193A (ko) * | 2009-03-05 | 2010-09-15 | (주)씨엠파트너스건축사사무소 | Rc역타공법에서의 rc보 시공용 거푸집시스템 및 이를 이용한 rc역타공법 |
| KR100967496B1 (ko) * | 2010-02-19 | 2010-07-07 | (주)바로건설기술 | 지하 구조물 구축장치 |
| KR100967497B1 (ko) * | 2010-02-19 | 2010-07-07 | (주)바로건설기술 | 지하 구조물 구축공법 |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2012044091A2 (fr) | 2012-04-05 |
| KR20120033683A (ko) | 2012-04-09 |
| KR101341679B1 (ko) | 2013-12-16 |
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