GB833195A - Improved hollow pile - Google Patents

Improved hollow pile

Info

Publication number
GB833195A
GB833195A GB3373258A GB3373258A GB833195A GB 833195 A GB833195 A GB 833195A GB 3373258 A GB3373258 A GB 3373258A GB 3373258 A GB3373258 A GB 3373258A GB 833195 A GB833195 A GB 833195A
Authority
GB
United Kingdom
Prior art keywords
concrete
shank
filled
pile
point
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
GB3373258A
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 GB3373258A priority Critical patent/GB833195A/en
Publication of GB833195A publication Critical patent/GB833195A/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
    • E02D5/50—Piles comprising both precast concrete portions and concrete portions cast 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
    • E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
    • 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
    • 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

Abstract

833,195. Cast-in-situ concrete piles. MAUNSELL, G. A. Oct. 22, 1958, No. 33732/58. Class 68(2) A composite pile comprises a tubular metal upper part and a solid concrete lower part. The upper part may be filled with reinforced concrete and/or protected by an outer concrete sheath. The pile comprises a cylindrical precast reinforced concrete point F which has a socket A which accepts the end of a steel shank S. The annular space between the two parts is filled with concrete L to provide a rigid water-tight joint, before the pile is driven. The end of the shank is coned C and contains a plug of concrete E in which is embedded reinforcement K. A hammer H, guided by wings V slides inside the shank S and strikes a fibre pad U covered by a plate T. The point F is reinforced around the socket to withstand the bursting stress caused by the hammer blows, the weight of the hammer is equal to the combined weights of the shank and the point. In a modification reinforcement R is lowered on to the plug E after the pile has been driven and the shank is filled with concrete. In a further modification a concrete sheath D is lowered over the shank S and the annular space between is filled with concrete M. Dimensions of a typical pile according to the invention are given.
GB3373258A 1958-10-22 1958-10-22 Improved hollow pile Expired GB833195A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB3373258A GB833195A (en) 1958-10-22 1958-10-22 Improved hollow pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB3373258A GB833195A (en) 1958-10-22 1958-10-22 Improved hollow pile

Publications (1)

Publication Number Publication Date
GB833195A true GB833195A (en) 1960-04-21

Family

ID=10356748

Family Applications (1)

Application Number Title Priority Date Filing Date
GB3373258A Expired GB833195A (en) 1958-10-22 1958-10-22 Improved hollow pile

Country Status (1)

Country Link
GB (1) GB833195A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2120305A (en) * 1982-03-01 1983-11-30 Pynford Ltd Foundation pile
GB2152121A (en) * 1983-12-27 1985-07-31 Vyzk Ustav Inzhenerskikh A compacting deep foundation structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2120305A (en) * 1982-03-01 1983-11-30 Pynford Ltd Foundation pile
GB2152121A (en) * 1983-12-27 1985-07-31 Vyzk Ustav Inzhenerskikh A compacting deep foundation structure

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