FR2407297A1 - METHOD FOR DRIVING SHEETS INTO A ROCKY BASEMENT - Google Patents

METHOD FOR DRIVING SHEETS INTO A ROCKY BASEMENT

Info

Publication number
FR2407297A1
FR2407297A1 FR7830975A FR7830975A FR2407297A1 FR 2407297 A1 FR2407297 A1 FR 2407297A1 FR 7830975 A FR7830975 A FR 7830975A FR 7830975 A FR7830975 A FR 7830975A FR 2407297 A1 FR2407297 A1 FR 2407297A1
Authority
FR
France
Prior art keywords
rocky
basement
sheets
holes
driving sheets
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
FR7830975A
Other languages
French (fr)
Other versions
FR2407297B1 (en
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.)
Individual
Original Assignee
Individual
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
Priority claimed from DE2747937A external-priority patent/DE2747937C2/en
Priority claimed from DE19782809098 external-priority patent/DE2809098C2/en
Application filed by Individual filed Critical Individual
Publication of FR2407297A1 publication Critical patent/FR2407297A1/en
Application granted granted Critical
Publication of FR2407297B1 publication Critical patent/FR2407297B1/fr
Granted legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • 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
    • E02D17/16—Loosening of soil or rock, under water

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

LA METHODE CONCERNE L'ENFONCEMENT DE PALPLANCHES DANS UN SOUS-SOL ROCHEUX. DES TROUS 2 SONT FORES, A TRAVERS LA COUCHE SUPERFICIELLE 4, DANS LE SOUS-SOL ROCHEUX 6 A DES INTERVALLES PREDETERMINES. UN CONTENEUR 10 ETANCHE A L'EAU ET CONTENANT UNE CHARGE EXPLOSIVE 12 EST INSERE DANS CHAQUE TROU 2. LE VOLUME DE LA CHARGE EST RELATIVEMENT FAIBLE PAR RAPPORT A CELUI DU CONTENEUR. ON FAIT EXPLOSER SIMULTANEMENT LES CHARGES. LES PALPLANCHES SONT ENSUITE ENFONCEES DANS LA STRUCTURE DISLOQUEE ENTRE LES TROUS. APPLICABLE A LA CONSTRUCTION DE BATARDEAU.THE METHOD CONCERNS THE SINKING OF SHEETS IN A ROCKY BASEMENT. HOLES 2 ARE DRILLED, THROUGH SURFACE LAYER 4, IN ROCKY BASEMENT 6 AT PREDETERMINED INTERVALS. A WATERPROOF CONTAINER 10 CONTAINING AN EXPLOSIVE CHARGE 12 IS INSERTED IN EACH HOLE 2. THE VOLUME OF THE CHARGE IS RELATIVELY LOW COMPARED TO THAT OF THE CONTAINER. THE CHARGES ARE SIMULTANEOUSLY EXPLODED. THE SHEETS ARE THEN PRESSED INTO THE DISLOCATED STRUCTURE BETWEEN THE HOLES. APPLICABLE TO THE CONSTRUCTION OF Cofferdam.

FR7830975A 1977-10-26 1978-10-24 METHOD FOR DRIVING SHEETS INTO A ROCKY BASEMENT Granted FR2407297A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2747937A DE2747937C2 (en) 1977-10-26 1977-10-26 Method for driving sheet piles into a rock substrate
DE19782809098 DE2809098C2 (en) 1978-03-03 1978-03-03 Method of driving the lower end of a sheet pile pile into a non-pile-driving rock bedrock

Publications (2)

Publication Number Publication Date
FR2407297A1 true FR2407297A1 (en) 1979-05-25
FR2407297B1 FR2407297B1 (en) 1983-11-18

Family

ID=25772964

Family Applications (1)

Application Number Title Priority Date Filing Date
FR7830975A Granted FR2407297A1 (en) 1977-10-26 1978-10-24 METHOD FOR DRIVING SHEETS INTO A ROCKY BASEMENT

Country Status (15)

Country Link
JP (1) JPS5932622B2 (en)
AT (1) AT361858B (en)
CA (1) CA1090149A (en)
CH (1) CH634369A5 (en)
CS (1) CS681078A3 (en)
FR (1) FR2407297A1 (en)
GB (1) GB2008653B (en)
HK (1) HK32482A (en)
HU (1) HU178951B (en)
MY (1) MY8300214A (en)
NO (1) NO154730C (en)
RO (1) RO81057A (en)
SE (1) SE432001B (en)
SG (1) SG49082G (en)
YU (1) YU39634B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0228416U (en) * 1988-08-15 1990-02-23

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR457564A (en) * 1913-05-07 1913-09-20 Constant Rostenne Pillar foundation process
FR698619A (en) * 1929-07-19 1931-02-02 Construction and driving process for concrete piles
DE644992C (en) * 1935-09-05 1937-05-19 Wilhelm Hanebeck Dipl Ing Method for driving iron or steel sheet piles
CH426661A (en) * 1963-12-13 1966-12-15 Bauunternehmung Mast Gmbh Device for producing an in-situ concrete pile
DE2208616A1 (en) * 1972-02-24 1973-09-06 Herbert Dahlhaus METHOD OF LAYING DOWN PILING PILES IN AN ALTERNATE ARRANGEMENT WITH THE FORMATION OF SHEET PILS

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR457564A (en) * 1913-05-07 1913-09-20 Constant Rostenne Pillar foundation process
FR698619A (en) * 1929-07-19 1931-02-02 Construction and driving process for concrete piles
DE644992C (en) * 1935-09-05 1937-05-19 Wilhelm Hanebeck Dipl Ing Method for driving iron or steel sheet piles
CH426661A (en) * 1963-12-13 1966-12-15 Bauunternehmung Mast Gmbh Device for producing an in-situ concrete pile
DE2208616A1 (en) * 1972-02-24 1973-09-06 Herbert Dahlhaus METHOD OF LAYING DOWN PILING PILES IN AN ALTERNATE ARRANGEMENT WITH THE FORMATION OF SHEET PILS

Also Published As

Publication number Publication date
CA1090149A (en) 1980-11-25
SE7811079L (en) 1979-04-27
RO81057A (en) 1983-02-01
YU248978A (en) 1983-01-21
HK32482A (en) 1982-07-23
MY8300214A (en) 1983-12-31
SG49082G (en) 1983-07-08
HU178951B (en) 1982-07-28
RO81057B (en) 1983-01-30
ATA733178A (en) 1980-08-15
GB2008653A (en) 1979-06-06
NO154730C (en) 1986-12-10
GB2008653B (en) 1982-02-03
CS681078A3 (en) 1992-02-19
FR2407297B1 (en) 1983-11-18
AT361858B (en) 1981-04-10
SE432001B (en) 1984-03-12
CH634369A5 (en) 1983-01-31
NO783611L (en) 1979-04-27
JPS54109203A (en) 1979-08-27
YU39634B (en) 1985-03-20
JPS5932622B2 (en) 1984-08-09
NO154730B (en) 1986-09-01

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Legal Events

Date Code Title Description
ST Notification of lapse