GB191110902A - Improvements relating to Method of Driving Sheaths for Concrete Pile Foundations and Sheaths adapted therefor. - Google Patents

Improvements relating to Method of Driving Sheaths for Concrete Pile Foundations and Sheaths adapted therefor.

Info

Publication number
GB191110902A
GB191110902A GB191110902DA GB191110902A GB 191110902 A GB191110902 A GB 191110902A GB 191110902D A GB191110902D A GB 191110902DA GB 191110902 A GB191110902 A GB 191110902A
Authority
GB
United Kingdom
Prior art keywords
sheaths
driving
concrete pile
improvements relating
pile foundations
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
Inventor
Emil Probst
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
Application granted granted Critical
Publication of GB191110902A publication Critical patent/GB191110902A/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
    • E02D5/66Mould-pipes or other moulds
    • E02D5/665Mould-pipes or other moulds for making piles
    • 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
    • E02D5/226Protecting piles

Abstract

10,902. Probst, E. May 5. Piles.-Preparatory piles are constructed with a soft yielding sheath c, for example of sailcloth, driven into the ground by means of a driving- tube b having a removable point a. The lower end of the sheath may entirely enclose the driving-point a, or the sheath may be provided with a stiff point f having a watertight joint, and it may be enclosed in a protecting-tube.
GB191110902D 1911-05-05 1911-05-05 Improvements relating to Method of Driving Sheaths for Concrete Pile Foundations and Sheaths adapted therefor. Expired GB191110902A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB191110902T 1911-05-05

Publications (1)

Publication Number Publication Date
GB191110902A true GB191110902A (en) 1912-04-04

Family

ID=34357211

Family Applications (1)

Application Number Title Priority Date Filing Date
GB191110902D Expired GB191110902A (en) 1911-05-05 1911-05-05 Improvements relating to Method of Driving Sheaths for Concrete Pile Foundations and Sheaths adapted therefor.

Country Status (1)

Country Link
GB (1) GB191110902A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2577252A (en) * 1939-01-25 1951-12-04 Kjellman Walter Drainage method and device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2577252A (en) * 1939-01-25 1951-12-04 Kjellman Walter Drainage method and device

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