GB430378A - Improvements in and relating to concrete piles and columns - Google Patents

Improvements in and relating to concrete piles and columns

Info

Publication number
GB430378A
GB430378A GB1109334A GB1109334A GB430378A GB 430378 A GB430378 A GB 430378A GB 1109334 A GB1109334 A GB 1109334A GB 1109334 A GB1109334 A GB 1109334A GB 430378 A GB430378 A GB 430378A
Authority
GB
United Kingdom
Prior art keywords
pile
units
sleeves
tie rods
concrete
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
GB1109334A
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.)
ERNEST CECIL POUND
British Steel Piling Co Ltd
Original Assignee
ERNEST CECIL POUND
British Steel Piling Co Ltd
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 ERNEST CECIL POUND, British Steel Piling Co Ltd filed Critical ERNEST CECIL POUND
Priority to GB1109334A priority Critical patent/GB430378A/en
Publication of GB430378A publication Critical patent/GB430378A/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
    • E02D5/52—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
    • E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ

Abstract

430,378. Piles or columns for foundations. BRITISH STEEL PILING CO., Ltd., POUND, E. C., and HILEY, A., Thames House, Millbank, London. April 12, 1934, No. 11093. [Class 68 (ii)] A sectional concrete hollow pile or like cylindrical unit comprises sections held together by longitudinal tie rods, keeping them in compression, in which state the pile &c. is driven. Fig. 1 shows a completed pile comprising precast tubular units 2 ; the central bores 3 have slightly flared ends 5 in which are fitted short tubular positioning-sleeves 15. The shoe 6 is also flared, and is made with a shoulder 8 and with lugs 10 slotted to receive tubular tie rods 12. The units 2 are jointed by the positioning-sleeves 15, by a mixture of rubber latex and cement in the annulus between the sleeves 15 and the ends of the units 2, and by a sealing-band 18, which may consist of a strip of adhesive tape wrapped tightly round the joint. The ends of each section are strengthened by steel bands 25. After driving a suitable number of sections in succession to form a pile, the aperture above is excavated, and stones 27 and concrete 26 are placed in it to form a seal, and is tamped; if water is pre. sent the materials may be lowered in containers, e.g. short cylinders of perforated zinc. The bore is then de-watered, and a cage of steel reinforcements i s lowered into it. The bore is then filled with concrete, which is allowed to set. The tie rods 12 are then withdrawn, and while being withdrawn are used for supplying grout under pressure for forming a coating round the pile and for permeating and consolidating the soil. The tie members 12 may be placed in passages in the walls ; they may be left in place, and may be supplemented by the ropes. When the pile is driven through soft ground to a harder stratum, the shoe 6 may be plugged with a weakly-cemented block of sand &c., which afterwards can be removed. The interior surfaces of the units 2 may be protected by a sheeting or coating, which may be removed.
GB1109334A 1934-04-12 1934-04-12 Improvements in and relating to concrete piles and columns Expired GB430378A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1109334A GB430378A (en) 1934-04-12 1934-04-12 Improvements in and relating to concrete piles and columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1109334A GB430378A (en) 1934-04-12 1934-04-12 Improvements in and relating to concrete piles and columns

Publications (1)

Publication Number Publication Date
GB430378A true GB430378A (en) 1935-06-18

Family

ID=9979901

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1109334A Expired GB430378A (en) 1934-04-12 1934-04-12 Improvements in and relating to concrete piles and columns

Country Status (1)

Country Link
GB (1) GB430378A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2435345A (en) * 1944-07-19 1948-02-03 Freyssinet Eugene Piles and method of making the same
GB2190413A (en) * 1986-05-15 1987-11-18 Brown John Eng Constr Support element and the fixing thereof in a substratum
NL1025577C2 (en) * 2004-02-26 2005-08-29 Konink Bam Groep Nv In situ foundation pile formation, lubricating agent is applied to outside of pipe used to cast concrete
CN101979777A (en) * 2010-09-29 2011-02-23 卫龙武 Cast-in-place hollow square pile and combined underground continuous wallboard and construction method thereof
CN102261066A (en) * 2011-05-13 2011-11-30 南京工业大学 Self-adaptive pressure-reducing drainage pipe pile and preparation process thereof
CN109695242A (en) * 2018-12-21 2019-04-30 兰州有色冶金设计研究院有限公司 Eliminate the prefabricated pile and its construction method of breathing soil layer frictional force
CN110029665A (en) * 2019-05-27 2019-07-19 西安工业大学 Resist the mini pile pile foundation and its construction method of the bad engineering characteristic of expansive soil foundation
WO2020128466A1 (en) * 2018-12-19 2020-06-25 Keltbray Limited Improvements in and relating to pile foundations
GB2606724A (en) * 2021-05-17 2022-11-23 Keltbray Ltd Pile assembly and method of making a pile assembly

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2435345A (en) * 1944-07-19 1948-02-03 Freyssinet Eugene Piles and method of making the same
GB2190413A (en) * 1986-05-15 1987-11-18 Brown John Eng Constr Support element and the fixing thereof in a substratum
NL1025577C2 (en) * 2004-02-26 2005-08-29 Konink Bam Groep Nv In situ foundation pile formation, lubricating agent is applied to outside of pipe used to cast concrete
CN101979777A (en) * 2010-09-29 2011-02-23 卫龙武 Cast-in-place hollow square pile and combined underground continuous wallboard and construction method thereof
CN101979777B (en) * 2010-09-29 2013-01-16 卫龙武 Construction method of combined underground continuous wallboard of cast-in-place hollow square pile
CN102261066A (en) * 2011-05-13 2011-11-30 南京工业大学 Self-adaptive pressure-reducing drainage pipe pile and preparation process thereof
WO2020128466A1 (en) * 2018-12-19 2020-06-25 Keltbray Limited Improvements in and relating to pile foundations
CN109695242A (en) * 2018-12-21 2019-04-30 兰州有色冶金设计研究院有限公司 Eliminate the prefabricated pile and its construction method of breathing soil layer frictional force
CN110029665A (en) * 2019-05-27 2019-07-19 西安工业大学 Resist the mini pile pile foundation and its construction method of the bad engineering characteristic of expansive soil foundation
CN110029665B (en) * 2019-05-27 2024-03-08 西安工业大学 Miniature pile foundation for resisting bad engineering characteristics of expansive soil foundation and construction method thereof
GB2606724A (en) * 2021-05-17 2022-11-23 Keltbray Ltd Pile assembly and method of making a pile assembly

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