EP2453062A1 - Procédé et système d'étai pour travaux de terrassement - Google Patents

Procédé et système d'étai pour travaux de terrassement Download PDF

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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
Application number
EP10191340A
Other languages
German (de)
English (en)
Other versions
EP2453062B1 (fr
Inventor
Alessandro Minotto
Christian Reinhard
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Marti AG Bern Moosseedorf
Original Assignee
Marti AG Bern Moosseedorf
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Marti AG Bern Moosseedorf filed Critical Marti AG Bern Moosseedorf
Priority to EP10191340.8A priority Critical patent/EP2453062B1/fr
Publication of EP2453062A1 publication Critical patent/EP2453062A1/fr
Application granted granted Critical
Publication of EP2453062B1 publication Critical patent/EP2453062B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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)
  • Lining And Supports For Tunnels (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP10191340.8A 2010-11-16 2010-11-16 Procédé et système d'étai pour travaux de terrassement Active EP2453062B1 (fr)

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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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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