EP2453062A1 - Procédé et système d'étai pour travaux de terrassement - Google Patents
Procédé et système d'étai pour travaux de terrassement Download PDFInfo
- Publication number
- EP2453062A1 EP2453062A1 EP10191340A EP10191340A EP2453062A1 EP 2453062 A1 EP2453062 A1 EP 2453062A1 EP 10191340 A EP10191340 A EP 10191340A EP 10191340 A EP10191340 A EP 10191340A EP 2453062 A1 EP2453062 A1 EP 2453062A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- module
- tensioning
- modules
- spraying
- spray
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 29
- 238000009412 basement excavation Methods 0.000 title claims abstract description 25
- 230000008878 coupling Effects 0.000 claims abstract description 19
- 238000010168 coupling process Methods 0.000 claims abstract description 19
- 238000005859 coupling reaction Methods 0.000 claims abstract description 19
- 230000000903 blocking effect Effects 0.000 claims abstract description 7
- 238000005507 spraying Methods 0.000 claims description 40
- 239000007921 spray Substances 0.000 claims description 39
- 238000010276 construction Methods 0.000 claims description 17
- 239000000853 adhesive Substances 0.000 claims description 9
- 230000001070 adhesive effect Effects 0.000 claims description 9
- 230000033001 locomotion Effects 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 230000003068 static effect Effects 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 239000011800 void material Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 239000000969 carrier Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241001295925 Gegenes Species 0.000 description 1
- 101150054854 POU1F1 gene Proteins 0.000 description 1
- 206010043268 Tension Diseases 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000003779 heat-resistant material Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000007788 roughening Methods 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
- 230000008674 spewing Effects 0.000 description 1
- 238000004544 sputter deposition Methods 0.000 description 1
- 230000029305 taxis Effects 0.000 description 1
- 238000002604 ultrasonography Methods 0.000 description 1
Images
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
-
- 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
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
-
- 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
- E02D17/06—Foundation trenches ditches or narrow shafts
- E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
- E02D17/083—Shoring struts
Definitions
- the wide excavation is provided before the third step of the inventive method with at least one buckling support, wherein the sprout assembly is connected kink-resistant with the buckling support.
- the spout assemblies also called spits, spreader bars or spreader tubes
- the spout assemblies can be used in any wide job sites, and can also hold compressive forces between very distant areas (e.g., 30m, 50m, 100m or more) as long as the sprouts do not change direction.
- carriers are used, to which the spits can be attached in order to hold them laterally and thereby prevent kinking.
- the spraying sections are pipe sections, wherein the coupling connections are flanges on the ends of the pipe sections.
- the use of (cylindrical) pieces of pipe allows optimal load capacity for a minimum space requirement.
- Circular flanges with (for example 24) regularly distributed connecting holes can be coupled and fastened very simply and in a variety of ways.
- the adhesive profile is formed without an undercut, wherein the wall mounting surface is detachably mountable on one of the lateral surfaces of the excavation in such a way that the adhesive profile can be cast into a recess in the lateral surface.
- longarins such as H-cut or 1-cut supports are attached along the sidewall, and the spits 3 are applied to the long arms.
- long archins are not shown in the drawings of the example.
- the five long spits 3 can each be provided with load-distributing head plates, see above mentioned pressure distribution plates, as in connection with Figs. 17a and 17b to be discribed.
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)
- Bulkheads Adapted To Foundation Construction (AREA)
- Lining And Supports For Tunnels (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10191340.8A EP2453062B1 (fr) | 2010-11-16 | 2010-11-16 | Procédé et système d'étai pour travaux de terrassement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP10191340.8A EP2453062B1 (fr) | 2010-11-16 | 2010-11-16 | Procédé et système d'étai pour travaux de terrassement |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2453062A1 true EP2453062A1 (fr) | 2012-05-16 |
EP2453062B1 EP2453062B1 (fr) | 2016-02-17 |
Family
ID=43530798
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10191340.8A Active EP2453062B1 (fr) | 2010-11-16 | 2010-11-16 | Procédé et système d'étai pour travaux de terrassement |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2453062B1 (fr) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060618A (zh) * | 2014-07-04 | 2014-09-24 | 上海建工七建集团有限公司 | 一种基坑支护设计方法 |
CN105951841A (zh) * | 2016-05-31 | 2016-09-21 | 中国建筑第八工程局有限公司 | 对撑支护体系下用于控制基坑变形的深基坑施工方法 |
CN108999619A (zh) * | 2018-09-19 | 2018-12-14 | 上海市机械施工集团有限公司 | 一种大吨位活络接头可卸载钢管支撑装置 |
EP3502352A1 (fr) | 2017-12-22 | 2019-06-26 | Meier+Jäggi AG | Système d'étayage polygonal à n uds d'intersection permettant de renforcer une fouille de fondation |
CN111576433A (zh) * | 2020-04-16 | 2020-08-25 | 范经明 | 一种地铁深基坑工程的快速支护支架及其施工方法 |
CN114032914A (zh) * | 2021-11-09 | 2022-02-11 | 中国建筑第八工程局有限公司 | 钢支撑与地下连续墙连接节点及其校正模具和施工方法 |
CN114319384A (zh) * | 2022-01-24 | 2022-04-12 | 济南市勘察测绘研究院 | 一种防止基坑塌陷的应急支撑设备 |
WO2022248815A1 (fr) * | 2021-05-27 | 2022-12-01 | Rmd Kwikform Limited | Agencement d'étayage |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2956409A (en) * | 1957-01-30 | 1960-10-18 | Glenn J Wicke | Adjsutable bracing apparatus for shoring walls |
US3710578A (en) * | 1971-03-04 | 1973-01-16 | Hirose Steel Ind Co Ltd | Method for constructing frame for retaining earth |
EP0095193A1 (fr) * | 1982-05-25 | 1983-11-30 | Josef Emunds | Cadre d'étayage pour panneaux de soutènement |
GB2166774A (en) * | 1984-11-08 | 1986-05-14 | Mabey Hire Co | Telescopic waling parts |
EP2246480A2 (fr) * | 2009-04-24 | 2010-11-03 | Friedr. Ischebeck GmbH | Palplanche et unité de blindage par planches |
-
2010
- 2010-11-16 EP EP10191340.8A patent/EP2453062B1/fr active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2956409A (en) * | 1957-01-30 | 1960-10-18 | Glenn J Wicke | Adjsutable bracing apparatus for shoring walls |
US3710578A (en) * | 1971-03-04 | 1973-01-16 | Hirose Steel Ind Co Ltd | Method for constructing frame for retaining earth |
EP0095193A1 (fr) * | 1982-05-25 | 1983-11-30 | Josef Emunds | Cadre d'étayage pour panneaux de soutènement |
GB2166774A (en) * | 1984-11-08 | 1986-05-14 | Mabey Hire Co | Telescopic waling parts |
EP2246480A2 (fr) * | 2009-04-24 | 2010-11-03 | Friedr. Ischebeck GmbH | Palplanche et unité de blindage par planches |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104060618A (zh) * | 2014-07-04 | 2014-09-24 | 上海建工七建集团有限公司 | 一种基坑支护设计方法 |
CN105951841A (zh) * | 2016-05-31 | 2016-09-21 | 中国建筑第八工程局有限公司 | 对撑支护体系下用于控制基坑变形的深基坑施工方法 |
CN105951841B (zh) * | 2016-05-31 | 2018-12-18 | 中国建筑第八工程局有限公司 | 对撑支护体系下用于控制基坑变形的深基坑施工方法 |
EP3502352A1 (fr) | 2017-12-22 | 2019-06-26 | Meier+Jäggi AG | Système d'étayage polygonal à n uds d'intersection permettant de renforcer une fouille de fondation |
WO2019122118A1 (fr) | 2017-12-22 | 2019-06-27 | Meier + Jäggi Ag | Système d'étayage polygonal comprenant des nœuds servant au renfort de tranchées |
CN108999619B (zh) * | 2018-09-19 | 2024-01-09 | 上海市机械施工集团有限公司 | 一种大吨位活络接头可卸载钢管支撑装置 |
CN108999619A (zh) * | 2018-09-19 | 2018-12-14 | 上海市机械施工集团有限公司 | 一种大吨位活络接头可卸载钢管支撑装置 |
CN111576433A (zh) * | 2020-04-16 | 2020-08-25 | 范经明 | 一种地铁深基坑工程的快速支护支架及其施工方法 |
WO2022248815A1 (fr) * | 2021-05-27 | 2022-12-01 | Rmd Kwikform Limited | Agencement d'étayage |
CN114032914B (zh) * | 2021-11-09 | 2023-02-28 | 中国建筑第八工程局有限公司 | 钢支撑与地下连续墙连接节点及其校正模具和施工方法 |
CN114032914A (zh) * | 2021-11-09 | 2022-02-11 | 中国建筑第八工程局有限公司 | 钢支撑与地下连续墙连接节点及其校正模具和施工方法 |
CN114319384A (zh) * | 2022-01-24 | 2022-04-12 | 济南市勘察测绘研究院 | 一种防止基坑塌陷的应急支撑设备 |
CN114319384B (zh) * | 2022-01-24 | 2023-08-25 | 济南市勘察测绘研究院 | 一种防止基坑塌陷的应急支撑设备 |
Also Published As
Publication number | Publication date |
---|---|
EP2453062B1 (fr) | 2016-02-17 |
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