EP0305259A1 - Verfahren zum Stützen der Seitenwände von Tiefgruben - Google Patents

Verfahren zum Stützen der Seitenwände von Tiefgruben Download PDF

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Publication number
EP0305259A1
EP0305259A1 EP88402056A EP88402056A EP0305259A1 EP 0305259 A1 EP0305259 A1 EP 0305259A1 EP 88402056 A EP88402056 A EP 88402056A EP 88402056 A EP88402056 A EP 88402056A EP 0305259 A1 EP0305259 A1 EP 0305259A1
Authority
EP
European Patent Office
Prior art keywords
excavation
ring
retaining walls
slab
ring slab
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
EP88402056A
Other languages
English (en)
French (fr)
Other versions
EP0305259B1 (de
Inventor
Jacob Ward
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.)
Soletanche SA
Original Assignee
Soletanche SA
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=9354038&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0305259(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Soletanche SA filed Critical Soletanche SA
Priority to AT88402056T priority Critical patent/ATE59683T1/de
Publication of EP0305259A1 publication Critical patent/EP0305259A1/de
Application granted granted Critical
Publication of EP0305259B1 publication Critical patent/EP0305259B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

Definitions

  • the present invention relates to a new method for butting or laterally holding the vertical walls of deep excavations so as to allow earthworks without causing the destruction of these walls.
  • the vertical walls are butted or held in place during the excavation by performing, between different stages of the excavation, at least one floor which can thus withstand horizontal forces exerted by the ground outside the vertical walls.
  • the method according to the invention makes it possible to carry out the search in a simpler, faster and more economical manner.
  • the subject of the present invention is a method for abutting or maintaining the vertical retaining walls of deep excavations, characterized in that after having freely carried out the excavation to a depth compatible with the resistance of the retaining walls, it is carried out on the bottom from the excavation a ring slab which bears by its periphery against the vertical retaining walls and which rests on the bottom of the excavation; that after the solidification of this slab-ring it is joined to support it at the upper part of the retaining walls using guy lines; then continue the excavation from the inside of the ring slab to the lower end of the structure.
  • the ring slab which allows during the excavation to ensure the recovery of the horizontal forces exerted by the ground on the retaining walls, is used to form part of an intermediate floor.
  • Figure 1 a sectional view of a work being excavated in accordance with the invention.
  • the retaining walls 1 were made on the periphery of the structure before starting the excavation.
  • a ring slab 3 is then produced which rests on the bottom of the excavation and which bears by its periphery against the retaining walls 1, leaving in its center a large opening 4 as can be seen on the FIG. 2 when the ring slab 3 has taken hold, it is connected by guy wires 5, preferably articulated at each of their ends, to the upper part of the retaining walls.
  • the lower ends of the shrouds 5 are subject to the ring slab 3 at in the vicinity of the opening 4, but it goes without saying that the shrouds could be secured at different points of the ring slab 3.
  • the ring slab 3 of which it only remains to close the central part according to a conventional technique thus serves as a floor element.
  • the method according to the invention allows excavations in deep structures to be carried out in a simple and economical manner, and without it being necessary to carry out deep support points at the start of the excavation to support floor which is made first to support the horizontal forces exerted by the ground on the retaining walls, in order to allow the continuation of the excavation.

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Soil Working Implements (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Steroid Compounds (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Mechanical Treatment Of Semiconductor (AREA)
  • Sewage (AREA)
  • Arc Welding In General (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
  • Floor Finish (AREA)
  • Installation Of Indoor Wiring (AREA)
EP88402056A 1987-08-07 1988-08-05 Verfahren zum Stützen der Seitenwände von Tiefgruben Expired - Lifetime EP0305259B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88402056T ATE59683T1 (de) 1987-08-07 1988-08-05 Verfahren zum stuetzen der seitenwaende von tiefgruben.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8711308 1987-08-07
FR8711308A FR2619139B1 (fr) 1987-08-07 1987-08-07 Procede pour le maintien des parois laterales de fouilles profondes

Publications (2)

Publication Number Publication Date
EP0305259A1 true EP0305259A1 (de) 1989-03-01
EP0305259B1 EP0305259B1 (de) 1991-01-02

Family

ID=9354038

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88402056A Expired - Lifetime EP0305259B1 (de) 1987-08-07 1988-08-05 Verfahren zum Stützen der Seitenwände von Tiefgruben

Country Status (12)

Country Link
US (1) US4900197A (de)
EP (1) EP0305259B1 (de)
JP (1) JPH01131723A (de)
AT (1) ATE59683T1 (de)
CA (1) CA1292363C (de)
CY (1) CY1714A (de)
DE (2) DE305259T1 (de)
ES (1) ES2008663B3 (de)
FR (1) FR2619139B1 (de)
HK (1) HK88793A (de)
MC (1) MC1971A1 (de)
SG (1) SG48693G (de)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6821057B1 (en) * 2000-04-05 2004-11-23 Maksim Kadiu Magnetic shoring device
US7048471B2 (en) * 2000-04-05 2006-05-23 Maksim Kadiu Shoring device
KR100628900B1 (ko) * 2000-04-25 2006-09-27 후지쯔 가부시끼가이샤 반도체 칩의 실장방법
US7056067B2 (en) * 2003-10-03 2006-06-06 Max Kadiu Trench shoring device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2133055A5 (de) * 1971-04-07 1972-11-24 Saunier Duval
GB1405879A (en) * 1971-10-08 1975-09-10 Kennedy F E Building of underground constructions
CA1222384A (en) * 1985-11-22 1987-06-02 Boris Netupsky Retaining wall structure

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU142979A1 (ru) * 1960-10-10 1960-11-30 Г.С. Пиньковский Способ установки расстрелов в стволе вертикальных шахт
US3212270A (en) * 1961-11-09 1965-10-19 Ben Construction Company Safety device for excavations
DE1807987A1 (de) * 1968-11-06 1970-06-11 Mannesmann Ag Abteufglocke
DE2325758A1 (de) * 1973-05-21 1974-12-05 Held & Francke Bau Ag Verfahren zur herstellung eines bauwerkes, insbesondere eines unterirdischen bauwerkers
JPS5919204B2 (ja) * 1981-05-23 1984-05-04 株式会社竹中工務店 地下掘削工法
JPS61109827A (ja) * 1984-10-31 1986-05-28 Takenaka Komuten Co Ltd 地下階の施工方法
US4685837A (en) * 1986-06-09 1987-08-11 Cicanese William C Portable safety trench and pit form system

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2133055A5 (de) * 1971-04-07 1972-11-24 Saunier Duval
GB1405879A (en) * 1971-10-08 1975-09-10 Kennedy F E Building of underground constructions
CA1222384A (en) * 1985-11-22 1987-06-02 Boris Netupsky Retaining wall structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN, vol. 10, no. 295 (M-523)[2351], 7 octobre 1986, page 110 M 523; & JP-A-61 109 827 (TAKENAKA KOMUTEN CO. LTD) 28-05-1986 *

Also Published As

Publication number Publication date
MC1971A1 (fr) 1989-09-29
ATE59683T1 (de) 1991-01-15
FR2619139A1 (fr) 1989-02-10
JPH0569930B2 (de) 1993-10-04
ES2008663A4 (es) 1989-08-01
EP0305259B1 (de) 1991-01-02
DE3861365D1 (de) 1991-02-07
CY1714A (en) 1994-05-06
ES2008663B3 (es) 1991-06-16
US4900197A (en) 1990-02-13
HK88793A (en) 1993-09-03
FR2619139B1 (fr) 1989-11-17
CA1292363C (fr) 1991-11-26
DE305259T1 (de) 1989-10-05
JPH01131723A (ja) 1989-05-24
SG48693G (en) 1993-07-09

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