EP0028558A1 - Verfahren zum Verbessern des Gleitwiderstandes von einer Baukonstruktion und ihre Fundierung - Google Patents

Verfahren zum Verbessern des Gleitwiderstandes von einer Baukonstruktion und ihre Fundierung Download PDF

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Publication number
EP0028558A1
EP0028558A1 EP80401512A EP80401512A EP0028558A1 EP 0028558 A1 EP0028558 A1 EP 0028558A1 EP 80401512 A EP80401512 A EP 80401512A EP 80401512 A EP80401512 A EP 80401512A EP 0028558 A1 EP0028558 A1 EP 0028558A1
Authority
EP
European Patent Office
Prior art keywords
curtains
foundation
platform
concrete
ground
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
EP80401512A
Other languages
English (en)
French (fr)
Other versions
EP0028558B1 (de
Inventor
Jean Aubert
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.)
Spie Batignolles SA
Original Assignee
Spie Batignolles 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
Application filed by Spie Batignolles SA filed Critical Spie Batignolles SA
Priority to AT80401512T priority Critical patent/ATE7717T1/de
Publication of EP0028558A1 publication Critical patent/EP0028558A1/de
Application granted granted Critical
Publication of EP0028558B1 publication Critical patent/EP0028558B1/de
Expired 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
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02—Fixed barrages
    • 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
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements

Definitions

  • the invention also relates to foundations made according to the above method.
  • the above-mentioned horizontal components appear, in particular when the structure under consideration is subjected on two opposite faces to different water pressures and thus plays a role of dam.
  • Concrete 15 is then poured into the substantially closed space located between the platform 5, the ground 1 and the massive embankments 14 (see Figure 3), as described in French Patent No. 2,190,129 filed on June 22, 1972 by the depositor.
  • This operation can be carried out by means of concrete injection nozzles 16 which are engaged in openings 17 made in the platform 5.
  • the slip resistance of the foundation with respect to a force applied parallel to the cross curtains 9,10 ... increases with the number of curtains 9,10 ... It is all the more important as the distance L (see Figure 2) between two adjacent cross curtains 9,10 ... is lower. Between two cross curtains, the raft constitutes a beam whose height corresponds to a significant fraction of the span.
  • the use of the platform 5 for pouring concrete 15 is of course not necessary. Frequently, the light curtains can also be removed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Mechanical Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Revetment (AREA)
  • Sliding-Contact Bearings (AREA)
  • Lubricants (AREA)
EP80401512A 1979-11-06 1980-10-24 Verfahren zum Verbessern des Gleitwiderstandes von einer Baukonstruktion und ihre Fundierung Expired EP0028558B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80401512T ATE7717T1 (de) 1979-11-06 1980-10-24 Verfahren zum verbessern des gleitwiderstandes von einer baukonstruktion und ihre fundierung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR7927297 1979-11-06
FR7927297A FR2468698A1 (fr) 1979-11-06 1979-11-06 Procede pour l'amelioration de la resistance au glissement d'ouvrages de genie civil et fondations s'y rapportant

Publications (2)

Publication Number Publication Date
EP0028558A1 true EP0028558A1 (de) 1981-05-13
EP0028558B1 EP0028558B1 (de) 1984-05-30

Family

ID=9231326

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80401512A Expired EP0028558B1 (de) 1979-11-06 1980-10-24 Verfahren zum Verbessern des Gleitwiderstandes von einer Baukonstruktion und ihre Fundierung

Country Status (9)

Country Link
US (1) US4704052A (de)
EP (1) EP0028558B1 (de)
AT (1) ATE7717T1 (de)
BR (1) BR8007180A (de)
DE (1) DE3068057D1 (de)
FR (1) FR2468698A1 (de)
HU (1) HU183242B (de)
PL (1) PL227677A1 (de)
YU (1) YU282380A (de)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101806070A (zh) * 2010-04-23 2010-08-18 中船第九设计研究院工程有限公司 一种以双排桩为基础的自立式低桩承台坞墙结构

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3612374A1 (de) * 1986-04-12 1987-10-15 Gerhard Geiger Stauschwelle, insbesondere fuer regen- und schmelzwasser
DE3714585A1 (de) * 1987-05-01 1988-11-10 Pfeifenbring Bau Stauvorrichtung fuer einen wasserlauf
US4881848A (en) * 1988-07-26 1989-11-21 Davy Mckee Corporation Method of forming an immersed dam foundation and a dam structure thereon
US4860508A (en) * 1989-01-24 1989-08-29 Jackson Thomas L A Flooring system and method for constructing same
US5257489A (en) * 1991-10-15 1993-11-02 Angelette A M Railroad crossing signal foundation
US5228805A (en) * 1992-03-19 1993-07-20 Jeffery Chang Water pressure reducing structure of a raft foundation bottom plate
US5533835A (en) * 1995-02-06 1996-07-09 Angelette; A. M. Railroad crossing signal foundation and method of producing and erecting the same
US7827748B2 (en) * 2004-05-21 2010-11-09 Dixie Precast, Inc. Tower foundation
US8806821B1 (en) 2013-02-01 2014-08-19 Franklin Brown Tower foundation pillar slab and method of producing such
AU2016340014B2 (en) * 2015-10-13 2019-08-29 Armour Wall Group Pty Limited Earth retention levee system
CN114152284B (zh) * 2021-11-26 2023-04-11 福建工程学院 一种全断面注浆下隧道止浆墙稳定性预测方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2147728A5 (de) * 1972-08-10 1973-03-09 Irwin Childs Francis
FR2190129A5 (de) * 1972-06-22 1974-01-25 Aubert J

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US851436A (en) * 1906-08-16 1907-04-23 Jesse Theodor Pyle Pile structure.
US1007717A (en) * 1909-07-12 1911-11-07 Marshall Lapham Pile.
US1742947A (en) * 1928-02-14 1930-01-07 Victor G Brash Piling for subaqueous constructions
FR2088676A5 (de) * 1970-04-21 1972-01-07 Aubert J
US3720067A (en) * 1971-04-15 1973-03-13 J Aubert Method for building immersed structures and a device for carrying out said method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2190129A5 (de) * 1972-06-22 1974-01-25 Aubert J
FR2147728A5 (de) * 1972-08-10 1973-03-09 Irwin Childs Francis

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101806070A (zh) * 2010-04-23 2010-08-18 中船第九设计研究院工程有限公司 一种以双排桩为基础的自立式低桩承台坞墙结构
CN101806070B (zh) * 2010-04-23 2011-12-14 中船第九设计研究院工程有限公司 一种以双排桩为基础的自立式低桩承台坞墙结构

Also Published As

Publication number Publication date
YU282380A (en) 1983-10-31
ATE7717T1 (de) 1984-06-15
US4704052A (en) 1987-11-03
FR2468698A1 (fr) 1981-05-08
EP0028558B1 (de) 1984-05-30
DE3068057D1 (en) 1984-07-05
BR8007180A (pt) 1981-05-12
PL227677A1 (de) 1981-08-21
HU183242B (en) 1984-04-28
FR2468698B1 (de) 1981-12-04

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