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

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

Info

Publication number: EP2453062A1
Authority: EP; European Patent Office
Prior art keywords: module; tensioning; modules; spraying; spray
Prior art date: 2010-11-16
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.)

2010-11-16

Filing date

2010-11-16

Publication date

2012-05-16

2010-11-16 Application filed by Marti AG Bern Moosseedorf filed Critical Marti AG Bern Moosseedorf

2010-11-16 Priority to EP10191340.8A priority Critical patent/EP2453062B1/fr

2012-05-16 Publication of EP2453062A1 publication Critical patent/EP2453062A1/fr

2016-02-17 Application granted granted Critical

2016-02-17 Publication of EP2453062B1 publication Critical patent/EP2453062B1/fr

Status Active legal-status Critical Current

2030-11-16 Anticipated expiration legal-status Critical

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)
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 (10)

* 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
CN115772902A (zh) *	2022-12-28	2023-03-10	济南金曰公路工程有限公司	一种用于管廊施工的基坑支护顶撑装置及支护结构
CN118547698A (zh) *	2024-07-29	2024-08-27	中建八局第四建设有限公司	一种地基工程用可调距离的基坑支护装置

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

2010
- 2010-11-16 EP EP10191340.8A patent/EP2453062B1/fr active Active

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 (15)

* 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
CN115772902A (zh) *	2022-12-28	2023-03-10	济南金曰公路工程有限公司	一种用于管廊施工的基坑支护顶撑装置及支护结构
CN118547698A (zh) *	2024-07-29	2024-08-27	中建八局第四建设有限公司	一种地基工程用可调距离的基坑支护装置

Also Published As

Publication number	Publication date
EP2453062B1 (fr)	2016-02-17

Publication	Publication Date	Title
EP2453062B1 (fr)	2016-02-17	Procédé et système d'étai pour travaux de terrassement
EP3521557B1 (fr)	2019-11-20	Cadre multifonction pour constructions tubulaires
EP3728743B1 (fr)	2021-07-28	Système d'étayage polygonal à n uds d'intersection permettant de renforcer une fouille de fondation
EP2242885B1 (fr)	2016-06-22	Éolienne et procédé d'érection associé
DE102007026499B3 (de)	2009-02-05	Trägerelement für eine Betonschalung mit Vorrichtung zur automatischen Kompensation von Biegeverformungen
AT519190A1 (de)	2018-04-15	Fundament für eine Windmühle
CH707671B1 (de)	2016-12-30	Stützmauerelement und Stützmauer aus Stützmauerelementen.
DE29809541U1 (de)	1999-10-07	Vorrichtung zum Herstellen von hohen, hohlen, turmartigen Bauwerken von zweihundert Metern Höhe und mehr, insbesondere von Türmen für Windkraftanlagen
EP0872607B1 (fr)	2003-11-05	Elément de construction, mur massif fabriqué avec cet élément et sa méthode de construction
DE3705961A1 (de)	1987-11-12	Nachtraeglich anbaubarer balkon
EP2273038A2 (fr)	2011-01-12	Coffrage et procédé de montage d'un coffrage
AT511240B1 (de)	2016-03-15	Verfahren zum erstellen eines bauwerkes und mauerwerk-verankerungssystem
EP1643056A1 (fr)	2006-04-05	Dispositif pour fondation de mâts signalétiques
WO1984000189A1 (fr)	1984-01-19	Procede pour le betonnage de parois et coffrage pour sa mise en oeuvre
AT519819B1 (de)	2024-02-15	Verfahren zur nachträglichen bodenverfestigung
EP0857834B1 (fr)	2003-07-09	Méthode et échaffaudage pour ériger des murs en béton
DE102016210575B4 (de)	2017-12-28	Industriell vorfertigbares Gebäudemodul mit kraftschlüssiger Kopplung zwischen Wandelement und Boden- bzw. Deckenplatte
AT16710U1 (de)	2020-07-15	Stützmauerelement und Stützmauer aus Stützmauerelementen
DE102014118543B4 (de)	2024-07-18	Abgrenzungsanordnung
DE19834476C1 (de)	2000-02-24	Schalung und Verfahren zur Aufstellung
AT516514B1 (de)	2016-06-15	Vorrichtung zur Hangabstützung
DE2651590A1 (de)	1978-05-24	Bohltraeger und bausatz fuer bohltraegerwaende
DE4314576C2 (de)	1995-11-02	Schalungskonstruktion
EP1710355A1 (fr)	2006-10-11	Rideau souterrain mixed-in-place avec des poutres filigranes
DE19944116A1 (de)	2000-07-27	Spreize für eine Graben-Verbauvorrichtung

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