GB1030619A - A process for the production of piles - Google Patents

A process for the production of piles

Info

Publication number
GB1030619A
GB1030619A GB47794/63A GB4779463A GB1030619A GB 1030619 A GB1030619 A GB 1030619A GB 47794/63 A GB47794/63 A GB 47794/63A GB 4779463 A GB4779463 A GB 4779463A GB 1030619 A GB1030619 A GB 1030619A
Authority
GB
United Kingdom
Prior art keywords
casing
concrete
mandrel
piles
dec
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.)
Expired
Application number
GB47794/63A
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.)
ENTPR S H COURBOT
Original Assignee
ENTPR S H COURBOT
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 ENTPR S H COURBOT filed Critical ENTPR S H COURBOT
Publication of GB1030619A publication Critical patent/GB1030619A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/28—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes
    • E02D7/30—Placing of hollow pipes or mould pipes by means arranged inside the piles or pipes by driving cores
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/10—Follow-blocks of pile-drivers or like devices
    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • 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
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • 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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/20—Placing by pressure or pulling power

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)
  • Piles And Underground Anchors (AREA)

Abstract

1,030,619. Concrete piles. ENTERPRISES H. COURBOT. Dec. 3, 1963 [Dec. 3, 1962; July 15, 1963; Aug. 23, 1963], No. 47794/63. Heading E1H. A process for the production of piles comprises forming a casing from hollow -tube portions whichare adhesively secured end-toend and then filled, the length of the casing being increased as the driving of the pile progresses. The casing is made from a number of prefabricated tubes e.g. of concrete or metal which are bonded together by a synthetic adhesive having good mechanical properties. After the casing has penetrated to the required depth it is filled with concrete 4 which may be reinforced. For penetration a mandrel (Fig. 4, not shown) is used inside the casing, a helmet being disposed at the upper end of the mandrel for a better distribution of the forces applied during the driving. An expandible mandrel (Fig. 12, not shown) may be used. Some of the hollow tube portions may have lateral orifices, each orifice being equipped with a ball-type valve (Fig. 8, not shown) which prevents soil entering the casing but allows concrete passed into the casing to flow through the orifices into the surrounding soil. In an embodiment illustrated in (Fig. 13, not shown) drilling is effected by means of an Archimedean screw.
GB47794/63A 1962-12-03 1963-12-03 A process for the production of piles Expired GB1030619A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR917339A FR1340087A (en) 1962-12-03 1962-12-03 Process for manufacturing a pile, in particular for a foundation, as well as piles conforming to those obtained by the present process or similar process
FR941503A FR83995E (en) 1962-12-03 1963-07-15 Method of manufacturing a pile, in particular for foundations, as well as piles conforming to those obtained by the present method or similar method
FR945568A FR1366598A (en) 1962-12-03 1963-08-23 Process for manufacturing piles intended in particular for construction and piles conforming to those obtained by applying the present process or a similar process

Publications (1)

Publication Number Publication Date
GB1030619A true GB1030619A (en) 1966-05-25

Family

ID=27246932

Family Applications (1)

Application Number Title Priority Date Filing Date
GB47794/63A Expired GB1030619A (en) 1962-12-03 1963-12-03 A process for the production of piles

Country Status (4)

Country Link
CH (1) CH429606A (en)
FR (3) FR1340087A (en)
GB (1) GB1030619A (en)
OA (1) OA00032A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4966498A (en) * 1989-08-16 1990-10-30 Berkel & Company Contractors, Inc. Pile-forming apparatus for use in low density overburden
EP0505218A1 (en) * 1991-03-22 1992-09-23 Westpile Limited Improvements in venting of landfill and control of leachate
WO2002020186A1 (en) * 2000-09-08 2002-03-14 Permavoid Limited Fluid movement apparatus
CN104652408A (en) * 2015-02-13 2015-05-27 福建省建专岩土工程有限公司 Strip-shaped sand bag pile and construction method thereof

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2621627B2 (en) * 1984-12-07 1990-02-02 Crambes Michel IMPROVEMENT OF THE COMPACTION-REINFORCEMENT-INJECTION AND DECOMPACTING-DRAINAGE PROCESS OF THE SOILS USING AUXILIARY TUBES
EP0382774B1 (en) * 1987-10-07 1991-11-27 CRAMBES, Michel Improvement to the method of compaction-reinforcement-injection or decompaction-draining of grounds by means of auxiliary tubes

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4966498A (en) * 1989-08-16 1990-10-30 Berkel & Company Contractors, Inc. Pile-forming apparatus for use in low density overburden
EP0505218A1 (en) * 1991-03-22 1992-09-23 Westpile Limited Improvements in venting of landfill and control of leachate
WO2002020186A1 (en) * 2000-09-08 2002-03-14 Permavoid Limited Fluid movement apparatus
US6913420B2 (en) * 2000-09-08 2005-07-05 Permavoid Limited Fluid movement apparatus
CN104652408A (en) * 2015-02-13 2015-05-27 福建省建专岩土工程有限公司 Strip-shaped sand bag pile and construction method thereof
CN104652408B (en) * 2015-02-13 2016-04-13 福建省建专岩土工程有限公司 The stake of bar shaped sand pocket and construction method thereof

Also Published As

Publication number Publication date
FR1366598A (en) 1964-07-10
FR83995E (en) 1964-11-06
CH429606A (en) 1967-01-31
FR1340087A (en) 1963-10-11
OA00032A (en) 1966-01-15

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