ATE113328T1 - METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD. - Google Patents

METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD.

Info

Publication number
ATE113328T1
ATE113328T1 AT89111793T AT89111793T ATE113328T1 AT E113328 T1 ATE113328 T1 AT E113328T1 AT 89111793 T AT89111793 T AT 89111793T AT 89111793 T AT89111793 T AT 89111793T AT E113328 T1 ATE113328 T1 AT E113328T1
Authority
AT
Austria
Prior art keywords
piles
anchors
foundation soil
carrying
production
Prior art date
Application number
AT89111793T
Other languages
German (de)
Inventor
Ernst Dipl-Ing Reichert
Original Assignee
Stump Bohr Gmbh
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 Stump Bohr Gmbh filed Critical Stump Bohr Gmbh
Application granted granted Critical
Publication of ATE113328T1 publication Critical patent/ATE113328T1/en

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
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/42—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds by making use of pressure liquid or pressure gas for compacting the concrete
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile
    • 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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • 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
    • E02D5/22—Piles
    • E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
    • 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
    • E02D5/22—Piles
    • E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural 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)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

Construction elements in foundation soil, such as piles, anchors, trench walls or the like, are produced by a liquid, hardenable construction material being continuously directed under high pressure via a jet pipe with at least one lateral jet nozzle into the hole, filled with hardenable construction material, in the foundation soil. In the process, the jet pipe is moved upwards and, if need be, rotated. Indentation and thus an increase in the bearing force of the construction element develop in the zone of contact with the foundation soil. <IMAGE>
AT89111793T 1984-03-23 1985-01-08 METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD. ATE113328T1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE3410830A DE3410830A1 (en) 1984-03-23 1984-03-23 Method of producing construction elements in foundation soil, such as piles, anchors, trench walls or the like, and an apparatus for carrying out this method

Publications (1)

Publication Number Publication Date
ATE113328T1 true ATE113328T1 (en) 1994-11-15

Family

ID=6231473

Family Applications (1)

Application Number Title Priority Date Filing Date
AT89111793T ATE113328T1 (en) 1984-03-23 1985-01-08 METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD.

Country Status (2)

Country Link
AT (1) ATE113328T1 (en)
DE (1) DE3410830A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3728270A1 (en) * 1987-08-25 1989-06-01 Klemm Bohrtech Method and apparatus for constructing concrete piles in the ground
AT399738B (en) * 1992-03-10 1995-07-25 Porr Allg Bauges Method of producing a narrow wall
DE4235378A1 (en) * 1992-10-16 1994-04-21 Bohrlochzementierung Geo Techn Method for erosion injection into soils etc - uses continuous process to cut open and mill out soil, and inject binding agent suspension continuously into hole
CN101215836B (en) * 2007-12-29 2010-07-21 雷玉华 Construction machinery used for large diameter hollow pile and its construction method and use
CN106498943B (en) * 2015-09-08 2019-03-05 宏润建设集团股份有限公司 Disposable high-pressure rotary-spray type enlarged footing Prestressed Soil anchor pole construction method

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE655614C (en) * 1938-01-19 Paolo Alberti Process for the production of place posts from concrete
DE1759692A1 (en) * 1968-05-28 1971-07-01 Wey Gino Dipl Ing Process for soil compaction and for increasing the load-bearing capacity of compression and tension piles
JPS5014803B1 (en) * 1970-11-30 1975-05-30
DE2501415A1 (en) * 1975-01-15 1976-07-22 Stump Bohr Gmbh Foundation piles production using localised concrete placement - involves driving thrust pipe with lost head into ground and filling it with concrete
DE3228198A1 (en) * 1982-07-28 1984-02-09 Johannes Brechtel Niederlassung der Heilit & Woerner Bau-AG, 6700 Ludwigshafen Method of improving the keying of a reinforced-concrete root pile which forms a root pile wall preferably with other root piles of the same type
DE3300971A1 (en) * 1983-01-13 1984-07-19 Stump Bohr Gmbh, 8045 Ismaning Method of producing stabilised or compacted zones or holes in the earth and device for carrying out the method
IT1208123B (en) * 1983-04-19 1989-06-06 Fondedile Spa CONGLOMERATE COLUMN MADE IN THE GROUND IN SITU BY PLACING INERT MATERIALS DURING PERFORATION AND CONTEMPORARY OR SUBSEQUENT INJECTION WITH SUITABLE BINDERS, RELEVANT EXECUTION PROCEDURES

Also Published As

Publication number Publication date
DE3410830C2 (en) 1989-05-24
DE3410830A1 (en) 1985-10-03

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Legal Events

Date Code Title Description
EEIH Change in the person of patent owner
EELA Cancelled due to lapse of time