NL1000558C2 - In situ concrete piling method for use in built up areas - Google Patents

In situ concrete piling method for use in built up areas

Info

Publication number
NL1000558C2
NL1000558C2 NL1000558A NL1000558A NL1000558C2 NL 1000558 C2 NL1000558 C2 NL 1000558C2 NL 1000558 A NL1000558 A NL 1000558A NL 1000558 A NL1000558 A NL 1000558A NL 1000558 C2 NL1000558 C2 NL 1000558C2
Authority
NL
Netherlands
Prior art keywords
pipe
drill head
built
areas
situ concrete
Prior art date
Application number
NL1000558A
Other languages
Dutch (nl)
Inventor
Pieter Van T Wout
Original Assignee
Heiwerken P Van T Wout Waddinx
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
Priority claimed from NL9400987A external-priority patent/NL9400987A/en
Application filed by Heiwerken P Van T Wout Waddinx filed Critical Heiwerken P Van T Wout Waddinx
Priority to NL1000558A priority Critical patent/NL1000558C2/en
Application granted granted Critical
Publication of NL1000558C2 publication Critical patent/NL1000558C2/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/26Placing by using several means simultaneously
    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385Concrete 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
    • 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
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

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

The hollow drill pipe (2) acts as a withdrawable pile casing and is fitted with a helical flighted (4) drill head (3). The drill head is connected to the pipe by a one-way pin and slot release device (5), and the pipe is suspended from a piling frame having a hydraulic rotating mechanism. After the desired bearing layer has already been reached the pipe is further rammed by a drop hammer (20) impacting the ledge (21) to obtain a maximum degree of settlement. The pipe is then disconnected from the drill head (3, 4) by reverse rotation, and withdrawn under vibration as concrete is poured.
NL1000558A 1994-06-16 1995-06-13 In situ concrete piling method for use in built up areas NL1000558C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NL1000558A NL1000558C2 (en) 1994-06-16 1995-06-13 In situ concrete piling method for use in built up areas

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL9400987A NL9400987A (en) 1994-06-16 1994-06-16 Method for installing concrete piles in the ground.
NL1000558A NL1000558C2 (en) 1994-06-16 1995-06-13 In situ concrete piling method for use in built up areas

Publications (1)

Publication Number Publication Date
NL1000558C2 true NL1000558C2 (en) 1995-12-18

Family

ID=26642098

Family Applications (1)

Application Number Title Priority Date Filing Date
NL1000558A NL1000558C2 (en) 1994-06-16 1995-06-13 In situ concrete piling method for use in built up areas

Country Status (1)

Country Link
NL (1) NL1000558C2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012074381A3 (en) * 2010-11-11 2012-07-19 Hillcon Piling Equipment B.V. Method and device for inserting a foundation element into the ground
CN102635110A (en) * 2012-05-09 2012-08-15 王继忠 Construction method for concrete pile
CN102720187A (en) * 2012-05-10 2012-10-10 王继忠 Construction method for uplift pile
CN102733377A (en) * 2012-04-25 2012-10-17 王继忠 Method for constructing concrete pile
CN106120790A (en) * 2016-08-12 2016-11-16 河北海创岩土工程有限公司 The special equipment of the compacted guncreting pile of high frequency and method
CN106567398A (en) * 2016-08-12 2017-04-19 河北海创岩土工程有限公司 Device special for vacuum water falling high-frequency compacting micro pile, and soft foundation processing method by using same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012074381A3 (en) * 2010-11-11 2012-07-19 Hillcon Piling Equipment B.V. Method and device for inserting a foundation element into the ground
CN102733377A (en) * 2012-04-25 2012-10-17 王继忠 Method for constructing concrete pile
CN102635110A (en) * 2012-05-09 2012-08-15 王继忠 Construction method for concrete pile
CN102720187A (en) * 2012-05-10 2012-10-10 王继忠 Construction method for uplift pile
CN106120790A (en) * 2016-08-12 2016-11-16 河北海创岩土工程有限公司 The special equipment of the compacted guncreting pile of high frequency and method
CN106567398A (en) * 2016-08-12 2017-04-19 河北海创岩土工程有限公司 Device special for vacuum water falling high-frequency compacting micro pile, and soft foundation processing method by using same
CN106567398B (en) * 2016-08-12 2020-06-30 河北海创岩土工程有限公司 Method for treating soft foundation by using equipment for manufacturing vacuum dewatering high-frequency compaction miniature pile

Similar Documents

Publication Publication Date Title
NL1000558C2 (en) In situ concrete piling method for use in built up areas
JPH0711233B2 (en) Non-removing earth construction device for foundation piles and non-removing earth construction method for foundation piles
CN2652998Y (en) Bundled steel twisted wire anchor with rotary spray drill bit
CN1322220C (en) Drill expanding aiguille of anchor shaft, anchor cable, stake and drill expanding technology
CN114151034B (en) Rotary drilling bucket pushing type slag discharging noise reduction construction method
CN112081109B (en) Grouting pipe embedding device
ATE196519T1 (en) METHOD FOR MAKING AN IN-SITE CONCRETE PILE IN THE GROUND
CN210105897U (en) Throw stone layer stock pore-forming auxiliary device
JPS5736214A (en) Reinforcing construction work of lock bolt for soft ground
CN105239575B (en) One kind drilling base expanding and base expanding grouting Static Pipe Pile Construction device and construction method
CN113970631A (en) Concrete structure nondestructive testing equipment testing platform and method
CN116241173B (en) Single power source impact rotary compaction drilling construction method and equipment
CN2352580Y (en) Single step hole forming apparatus by pressure for placing concrete pipe pile in soft earth foundation
JPH0711232B2 (en) Non-removing earth construction device for foundation piles and non-removing earth construction method for foundation piles
CN217270311U (en) High backfill region rotary excavating collapse hole drilling mortar consolidation construction device based on BIM
CN210315538U (en) Construction device for prefabricated retaining wall
CN114876541B (en) Mortar anchor rod drilling device for building construction
CN216727502U (en) Civil engineering is with abandonment fragment of brick reducing mechanism
JPS603317A (en) Construction work of foundation pile
CN219522518U (en) Tubular pile centrifugal forming equipment
CN214883558U (en) Slope reinforcement device for water conservancy construction
CN219261091U (en) Presoaked miniature steel pipe pile suitable for filling soil
CN1050424A (en) Method for softening and breaking concrete
JPS5648431A (en) Anchoring method
CN1259606A (en) Deep base pit sand pebble layer casing pipe hole forming technique

Legal Events

Date Code Title Description
A1B A search report has been drawn up
PD2B A search report has been drawn up
BV The patent application has lapsed
SD Assignments of patents

Owner name: HEIBEDRIJF HENK HYLKEMA KAMPEN B.V.

VD1 Lapsed due to non-payment of the annual fee

Effective date: 20050101