GB1103522A - Method of producing a continuous wall of piles - Google Patents

Method of producing a continuous wall of piles

Info

Publication number
GB1103522A
GB1103522A GB294266A GB294266A GB1103522A GB 1103522 A GB1103522 A GB 1103522A GB 294266 A GB294266 A GB 294266A GB 294266 A GB294266 A GB 294266A GB 1103522 A GB1103522 A GB 1103522A
Authority
GB
United Kingdom
Prior art keywords
holes
filled
filling members
hole
row
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
GB294266A
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
Application filed by Individual filed Critical Individual
Priority to GB294266A priority Critical patent/GB1103522A/en
Publication of GB1103522A publication Critical patent/GB1103522A/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
    • 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
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ

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)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

1,103,522. Pile walls. G. WEY, 21, Jan., 1966, No. 2942/66. Heading E1H. A continuous wall of cast-in-situ piles is constructed by drilling a first row of holes 18 such that the distance between adjacent hole centres is less than twice the diameter of the holes removable filling members 19 are lowered into the holes 18 and a second row of holes 20 is bored between the holes 18 of the first row so that in the final arrangement of bore holes the distance between the centres of two adjacent holes is less than the diameter of each hole. The filling members 19 are tubular and have a profile which is shaped according to the diameter of the overlapping holes 20 which are to be drilled and they can be provided with an anchorage (21), Fig. 6 (not shown). The holes 20 and the filling members 19 are filled with coarse aggregates 22 after which the filling members are removed. The voids in the aggregate are filled with grout injected through pipes 23. Other forms of filling member consist of flexible tubes partially enclosed by rigid curved plates and for deep bores units of filling members can be placed one above the other and releasably connected by junctions. In a further method a previously bored hole is filled with stones the voids of which are filled with a material which can readily be cut when boring the subsequent overlapping hole.
GB294266A 1966-01-21 1966-01-21 Method of producing a continuous wall of piles Expired GB1103522A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB294266A GB1103522A (en) 1966-01-21 1966-01-21 Method of producing a continuous wall of piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB294266A GB1103522A (en) 1966-01-21 1966-01-21 Method of producing a continuous wall of piles

Publications (1)

Publication Number Publication Date
GB1103522A true GB1103522A (en) 1968-02-14

Family

ID=9748962

Family Applications (1)

Application Number Title Priority Date Filing Date
GB294266A Expired GB1103522A (en) 1966-01-21 1966-01-21 Method of producing a continuous wall of piles

Country Status (1)

Country Link
GB (1) GB1103522A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2128233A (en) * 1982-08-19 1984-04-26 Shimizu Construction Co Ltd Method of and apparatus for constructing a water-tight underground pile wall
EP0667417A1 (en) * 1994-02-08 1995-08-16 Rudolf G. Hofinger Method for sealing an impervious barrier in soil
GB2315086A (en) * 1996-07-10 1998-01-21 Kwong Yee Chan Piling
CN106592584A (en) * 2016-11-28 2017-04-26 林清辉 Anti-deviation structure for engineering pile on soft soil foundation and construction process
US10161097B2 (en) * 2012-05-23 2018-12-25 Ext Co., Ltd. Hybrid foundation structure, and method for building same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2128233A (en) * 1982-08-19 1984-04-26 Shimizu Construction Co Ltd Method of and apparatus for constructing a water-tight underground pile wall
EP0667417A1 (en) * 1994-02-08 1995-08-16 Rudolf G. Hofinger Method for sealing an impervious barrier in soil
GB2315086A (en) * 1996-07-10 1998-01-21 Kwong Yee Chan Piling
US10161097B2 (en) * 2012-05-23 2018-12-25 Ext Co., Ltd. Hybrid foundation structure, and method for building same
CN106592584A (en) * 2016-11-28 2017-04-26 林清辉 Anti-deviation structure for engineering pile on soft soil foundation and construction process

Similar Documents

Publication Publication Date Title
US3815368A (en) Method for installing concrete anchor piles in situ
ES391810A1 (en) Method of earth wall construction using cementitious bentonitic mud
GB1129867A (en) Improvements in method and means of anchoring an object such as sheet piling or building foundation or the like in the ground
US3359742A (en) Method and apparatus for securing anchorage in loose and compact ground
US10501905B2 (en) Wave-shaped grouting bulb of micropile and method for forming same
US3429126A (en) Method of producing a continuous bore pile wall
GB1476996A (en) Composite piles for foundations of structures and a method for manufacturing the same
US3690106A (en) Method of treating permeable formations
GB1103522A (en) Method of producing a continuous wall of piles
US3839871A (en) Earthen dam repair
US1751607A (en) Method of constructing foundations
SU946409A3 (en) Method for driving lower ends of sheet piles into base soil in erecting sheet piling wall
US3336760A (en) Construction of support columns in soil
US2875584A (en) Method for making structural foundations
ES371676A1 (en) Improvements relating to ground-retaining walls
GB1110410A (en) A method of erecting subterranean structures
US3269126A (en) Methods for stabilizing and raising foundation structures
US3299644A (en) Underpinning system and method of constructing same
US3423944A (en) Method for forming end bearing concrete piles
US3074240A (en) Method of forming drilled cast-in-place piles
CN113700016A (en) Ground water plugging method for extremely strong flowing water passing channel of underground mine
JPS58189414A (en) Construction of sheathing wall
US1642213A (en) Construction of concrete piles or foundation elements
US2468265A (en) Foundation
ES475957A1 (en) Method and Apparatus for Producing Slit Walls in the Ground