MY131012A - Installing pre-founded columns - Google Patents

Installing pre-founded columns

Info

Publication number
MY131012A
MY131012A MYPI9102210A MY131012A MY 131012 A MY131012 A MY 131012A MY PI9102210 A MYPI9102210 A MY PI9102210A MY 131012 A MY131012 A MY 131012A
Authority
MY
Malaysia
Prior art keywords
pile
column
concrete
construction
sleeve
Prior art date
Application number
Inventor
Hong Lee Pee
Chan Sin Fatt
Original Assignee
Pilecon Engineering Bhd
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 Pilecon Engineering Bhd filed Critical Pilecon Engineering Bhd
Priority to MYPI9102210 priority Critical patent/MY131012A/en
Priority to GB9208257A priority patent/GB2261891A/en
Publication of MY131012A publication Critical patent/MY131012A/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
    • E02D5/50—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
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/14—Pile framings, i.e. piles assembled to form the substructure
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • 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

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)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

A METHOD OF INSTALLING A PRE-FOUNDED COLUMN, COMPRISING THE STEPS OF: CASTING A CONCRETE BORED PILE (3) IN A HOLE (2) IN THE GROUND, SO THAT THE TOP END OF THE PILE (3) IS BELOW GROUND LEVEL (GL); AND SECURING A COLUMN (4) TO THE TOP END OF THE PILE (3), AFTER THE CONCRETE OF THE PILE HAS SET.PREFERABLY, A HOLLOW SLEEVE (40) OF A DIAMETER LARGER THAN THE DIAMETER OF THE PILE (3) IS PROVIDED BETWEEN THE TOP OF THE PILE (3) AND THE SURFACE OF THE GROUND, THE CENTRELINE OF THE SLEEVE (40) BEING COINCIDENT WITH THE CENTRELINE OF THE PILE (3).THE PROVISION OF THIS LARGE DIAMETER SLEEVE (40) GIVES ACCESS TO THE TOP OF THE PILE SO THAT THE COLUMN (4) MAY BE SECURED TO THE TOP OF THE PILE (3) WHILST UNDER CONSTANT SUPERVISION BY WORKMEN SITUATED AT THE LEVEL AT THE TOP OF THE PILE (3).THE ABOVE METHOD OF INSTALLING A PREFOUNDED COLUMN (4) MAY BE INCORPORATED INTO A METHOD OF CONSTRUCTING A BASEMENT KNOWN AS THE "TOP-DOWN" METHOD OF CONSTRUCTION. IN THIS METHOD, CONCRETE PILES (3) ARE PLACED WELL BELOW GROUND LEVEL (GL) AND A COLUMN (4) IS SECURED TO EACH PILE (3) AFTER THE CONCRETE OF THE PILES (3) HAS SET. THE "TOP-DOWN" METHOD OF CONSTRUCTION HAS THE ADVANTAGE THAT ONCE THE PREFOUNDED COLUMNS (4) ARE INSTALLED, SIMULTANEOUS CONSTRUCTION OF THE BASEMENT SPACE AND THE UPPER FLOORS (14, 16, 18) OF THE BUILDING MAY TAKE PLACE.(FIG 3E)
MYPI9102210 1991-11-28 1991-11-28 Installing pre-founded columns MY131012A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
MYPI9102210 MY131012A (en) 1991-11-28 1991-11-28 Installing pre-founded columns
GB9208257A GB2261891A (en) 1991-11-28 1992-04-14 Installing columns e.g. below ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
MYPI9102210 MY131012A (en) 1991-11-28 1991-11-28 Installing pre-founded columns

Publications (1)

Publication Number Publication Date
MY131012A true MY131012A (en) 2007-07-31

Family

ID=19749653

Family Applications (1)

Application Number Title Priority Date Filing Date
MYPI9102210 MY131012A (en) 1991-11-28 1991-11-28 Installing pre-founded columns

Country Status (2)

Country Link
GB (1) GB2261891A (en)
MY (1) MY131012A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2356659B (en) * 1999-11-18 2003-11-26 Kvaerner Cementation Found Ltd Pile forming
CN101298773B (en) * 2005-12-08 2010-06-02 王国奋 Pile-formation sunken tube of pedestal pile
CN105604081A (en) * 2016-02-29 2016-05-25 福建省水利水电勘测设计研究院 Offshore wind turbine rock-socketed foundation suitable for batholithic seabed and construction method of offshore wind turbine rock-socketed foundation
CN107023029B (en) * 2017-05-16 2022-10-21 潍坊学院 Hollow circular truncated cone gravity type flexible fan foundation and construction method thereof
CN109778872B (en) * 2019-02-01 2024-09-06 百盛联合集团有限公司 Deep foundation pit supporting structure of bored pile and construction method thereof
CN110004902B (en) * 2019-03-26 2024-02-02 中国石油大学(北京) Skirt-type self-disposable puncture-resistant jack-up drilling platform pile shoe and drilling platform

Also Published As

Publication number Publication date
GB2261891A (en) 1993-06-02
GB9208257D0 (en) 1992-05-27

Similar Documents

Publication Publication Date Title
KR101026731B1 (en) Construction method of cellar for building completed
GB956134A (en) Multi-storey building, and method of constructing the same
CN211898341U (en) Structure for controlling upward floating of bored pile reinforcement cage
MY131012A (en) Installing pre-founded columns
US3254466A (en) Method of erecting a multi-story building structure
CN108412223B (en) Deviation correcting structure and deviation correcting method for horizontal locking broken column
CN211341945U (en) Assembled steel construction activity board house
JPS55122916A (en) Method for building prestressed concrete-made pier foundation
KR20210053497A (en) Fileless-up wall demolition method
JPS55114717A (en) Combination method of support and foundation
JPS579925A (en) Foundation structure for building
GB940500A (en) Improvements relating to the construction of underground buildings
CN219992883U (en) Novel steel structure column
JPS56111725A (en) Constructing method for strip footing by using existing concrete pile
JPS56139307A (en) Execution of foundation pile
JPS57219A (en) Method and apparatus for construction of support central pillar
GB2048334A (en) Stool for in situ cast beam
JPS62268423A (en) Construction work of underground pile used in common for earth anchor
CN2457209Y (en) Prestress anchor rod compensation gravity type building enclosure
JPS57178032A (en) Constructing method for concrete wall
SU1092249A1 (en) Method of constructing the bottom of sinkable well
JPS579916A (en) Foundation structure for building
JPS56125528A (en) Construction of in-situ driven pile
GB923776A (en) Prefabricated house building
JPS57112523A (en) Substructure of building