NL7510577A - Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free - Google Patents

Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free

Info

Publication number
NL7510577A
NL7510577A NL7510577A NL7510577A NL7510577A NL 7510577 A NL7510577 A NL 7510577A NL 7510577 A NL7510577 A NL 7510577A NL 7510577 A NL7510577 A NL 7510577A NL 7510577 A NL7510577 A NL 7510577A
Authority
NL
Netherlands
Prior art keywords
shaft
larger diameter
pile
tubular shaft
taper ring
Prior art date
Application number
NL7510577A
Other languages
Dutch (nl)
Original Assignee
Mueller Ludwig
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 Mueller Ludwig filed Critical Mueller Ludwig
Priority to NL7510577A priority Critical patent/NL7510577A/en
Publication of NL7510577A publication Critical patent/NL7510577A/en

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
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes

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)
  • Piles And Underground Anchors (AREA)

Abstract

A tubular shaft (12) is driven into the ground, and has fixed to its lower end a taper ring (11) of larger diameter, leaving the lower end opening of the shaft free. Soil accumulating inside the shaft can be excavated and filling material then delivered into it, or there can be drillings in the shaft through which hardening material is pumped in the lengthwise direction. The inside diameter of the ring can be roughly the same as that of the shaft. The system allows piles to be driven of large diameter, being particularly for supporting electric pylons.
NL7510577A 1975-09-08 1975-09-08 Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free NL7510577A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NL7510577A NL7510577A (en) 1975-09-08 1975-09-08 Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL7510577A NL7510577A (en) 1975-09-08 1975-09-08 Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free

Publications (1)

Publication Number Publication Date
NL7510577A true NL7510577A (en) 1976-03-31

Family

ID=19824435

Family Applications (1)

Application Number Title Priority Date Filing Date
NL7510577A NL7510577A (en) 1975-09-08 1975-09-08 Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free

Country Status (1)

Country Link
NL (1) NL7510577A (en)

Similar Documents

Publication Publication Date Title
NZ323869A (en) Method and apparatus for forming piles in-situ
GB1293967A (en) Apparatus for driving members, such as anchors, or piles, into soil, earth, sediment or like materials
NL7510577A (en) Pile-driving system - uses tubular shaft with larger diameter taper ring to keep lower end free
JPS6475715A (en) Soil cement composite pile
JPS56142923A (en) Construction of foundation pile and case auger used therefor
JPS55119822A (en) Method for reinforcing bearing capacity of concrete pile and reinforcing member thereof
JPS5575020A (en) Vibration-free pile burying
JPS5585734A (en) Extracting method for existing pile
FR2306307A1 (en) Valved injection tube string for anchoring embankments - has helical boring rib on end tube and threaded connexions
JPS56146516A (en) Foundation work and foundation pile
JPS5565626A (en) Pile, method of and device for drilling pile hole
JPS5545910A (en) Pile pulling method
JPS55155825A (en) Burying method for pile with extension shoe
JPS57161224A (en) Steel pipe pile for foundation and its construction
GB1085497A (en) Augers for forming holes in the ground
FR2296736A1 (en) Soft ground excavation and construction technique - using hollow rod with retractable blades at bottom
JPS5628942A (en) Foundation structure of stationary crane
JPS57174529A (en) Structure of cylinder for underground pile
JPS5320634A (en) Method and apparatus for erecting electric light pole using lead pipe
JPS5542990A (en) Burying process for preformed pile
JPS56111722A (en) Driving method for steel-pipe pile
JPS55159020A (en) Anchor cable for tensioning
JPS57174534A (en) Setting of ready-made concrete pile
JPS6471917A (en) Soil cement composite pile and its construction
JPS5532812A (en) Huge pole foundation practice