GB521682A - Improvements relating to concrete piles - Google Patents

Improvements relating to concrete piles

Info

Publication number
GB521682A
GB521682A GB687838D GB687838D GB521682A GB 521682 A GB521682 A GB 521682A GB 687838 D GB687838 D GB 687838D GB 687838 D GB687838 D GB 687838D GB 521682 A GB521682 A GB 521682A
Authority
GB
United Kingdom
Prior art keywords
units
transverse locking
concrete
piles
riches
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
GB687838D
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.)
VICTOR CLARENCE DUDLEY RICHES
Original Assignee
VICTOR CLARENCE DUDLEY RICHES
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 VICTOR CLARENCE DUDLEY RICHES filed Critical VICTOR CLARENCE DUDLEY RICHES
Priority to GB687838D priority Critical patent/GB521682A/en
Publication of GB521682A publication Critical patent/GB521682A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/52Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments

Abstract

521,682. Concrete piles. RICHES, V. C. D. (Riches, H. G. G. G.). March 2, 1939, Nos. 6878/38 and 9714/39. [Class 68 (ii)] Piles are constructed of precast concrete units, the ends of which interengage and are locked against axial displacement by transverse locking members engaging both units. A spigot and socket connection with transverse locking bars 10 may be used or one unit may be screwed into the other. Cement concrete &c. is poured into the joint before assembly thus embedding the reinforcing rods which project from both units into the space so filled. Axial and circumferential reinforcement may be provided in the precast units and the axial reinforcement may interlock with the transverse locking bars. Specifications 521,644 and 521,683 are referred to.
GB687838D 1939-03-02 1939-03-02 Improvements relating to concrete piles Expired GB521682A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB687838D GB521682A (en) 1939-03-02 1939-03-02 Improvements relating to concrete piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB687838D GB521682A (en) 1939-03-02 1939-03-02 Improvements relating to concrete piles

Publications (1)

Publication Number Publication Date
GB521682A true GB521682A (en) 1940-05-28

Family

ID=9822431

Family Applications (1)

Application Number Title Priority Date Filing Date
GB687838D Expired GB521682A (en) 1939-03-02 1939-03-02 Improvements relating to concrete piles

Country Status (1)

Country Link
GB (1) GB521682A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2206367A (en) * 1987-07-01 1989-01-05 Norsk Spennbetong Multi-section pile
GB2171741B (en) * 1985-02-26 1989-10-11 Peter Anderson Kennedy Pile system
FR2634804A1 (en) * 1988-07-28 1990-02-02 Soletanche Method of inserting a prefabricated post in a very deep bore and post for the use of this method.
NL2015482B1 (en) * 2015-09-22 2017-04-19 Formicida Beheer B V Foundation element made of polymer-reinforced concrete.
NL2019619A (en) * 2016-09-22 2018-03-27 Oskar Peter Henriette Pudelko FOUNDATION METHOD, FOUNDATION COLUMN AND VIBRATION ABSORPTION BODY
CN108677934A (en) * 2018-06-15 2018-10-19 金陵科技学院 The construction method of uplift pile and uplift pile

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2171741B (en) * 1985-02-26 1989-10-11 Peter Anderson Kennedy Pile system
GB2206367A (en) * 1987-07-01 1989-01-05 Norsk Spennbetong Multi-section pile
GB2206367B (en) * 1987-07-01 1992-02-05 Norsk Spennbetong Improvements relating to the joining of concrete pile sections
FR2634804A1 (en) * 1988-07-28 1990-02-02 Soletanche Method of inserting a prefabricated post in a very deep bore and post for the use of this method.
NL2015482B1 (en) * 2015-09-22 2017-04-19 Formicida Beheer B V Foundation element made of polymer-reinforced concrete.
NL2019619A (en) * 2016-09-22 2018-03-27 Oskar Peter Henriette Pudelko FOUNDATION METHOD, FOUNDATION COLUMN AND VIBRATION ABSORPTION BODY
WO2018084697A1 (en) * 2016-09-22 2018-05-11 Pudelko Oskar Peter Henriette Foundation method, foundation column part, and vibration absorption member
CN108677934A (en) * 2018-06-15 2018-10-19 金陵科技学院 The construction method of uplift pile and uplift pile
CN108677934B (en) * 2018-06-15 2024-01-19 金陵科技学院 Anti-pulling pile anti-cancer agent pile pulling construction method

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