JPS5598525A - Hollow piling method for cast-in-place concrete - Google Patents

Hollow piling method for cast-in-place concrete

Info

Publication number
JPS5598525A
JPS5598525A JP523679A JP523679A JPS5598525A JP S5598525 A JPS5598525 A JP S5598525A JP 523679 A JP523679 A JP 523679A JP 523679 A JP523679 A JP 523679A JP S5598525 A JPS5598525 A JP S5598525A
Authority
JP
Japan
Prior art keywords
cylindrical
pile
hollow
concrete
pile hole
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.)
Granted
Application number
JP523679A
Other languages
Japanese (ja)
Other versions
JPS6312963B2 (en
Inventor
Yoshimi Nakabayashi
Chikao Watabe
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.)
TOUKIYUU CONCRETE KOGYO KK
TOUSEN CONCRETE KOGYO KK
Original Assignee
TOUKIYUU CONCRETE KOGYO KK
TOUSEN CONCRETE KOGYO KK
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 TOUKIYUU CONCRETE KOGYO KK, TOUSEN CONCRETE KOGYO KK filed Critical TOUKIYUU CONCRETE KOGYO KK
Priority to JP523679A priority Critical patent/JPS5598525A/en
Publication of JPS5598525A publication Critical patent/JPS5598525A/en
Publication of JPS6312963B2 publication Critical patent/JPS6312963B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To decrease a processing volume of materials to be carried or displaced by a method wherein the inner part of a pile is made hollow to save a volume of use of concrete and sands and soils are back filled in the hollow part.
CONSTITUTION: Pile hole 1 is excavated up to a specified depth. Cylindrical frames 3 and 4 of small diameter are arranged at a center of section of the pile hole 1, and iron frame or cage 5 is installed in an annular clearance between the pile hole 1 and the cylindrical frames 3 and 4. The cylindrical frames 3 and 4 are made to be a double cylindrical structure covered with a thin walled cylindrical structure 4 having its leading end clogged at an outer circumference of the steel pipe 3. Tremie pipe 6 is inserted into an annular space of the pile hole 1, a floating of the cylindrical frame is restricted and concrete is fed into the hole while the Tremie pipe 6 is pulled up. Upon completion of curing of the concrete, the steel pipe is pulled off with the thin walled cylindrical body 4 being remained to complete a hollow pile. Into the hollow part is fed some excavated soil or mud.
COPYRIGHT: (C)1980,JPO&Japio
JP523679A 1979-01-19 1979-01-19 Hollow piling method for cast-in-place concrete Granted JPS5598525A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP523679A JPS5598525A (en) 1979-01-19 1979-01-19 Hollow piling method for cast-in-place concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP523679A JPS5598525A (en) 1979-01-19 1979-01-19 Hollow piling method for cast-in-place concrete

Publications (2)

Publication Number Publication Date
JPS5598525A true JPS5598525A (en) 1980-07-26
JPS6312963B2 JPS6312963B2 (en) 1988-03-23

Family

ID=11605553

Family Applications (1)

Application Number Title Priority Date Filing Date
JP523679A Granted JPS5598525A (en) 1979-01-19 1979-01-19 Hollow piling method for cast-in-place concrete

Country Status (1)

Country Link
JP (1) JPS5598525A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59141627A (en) * 1983-02-03 1984-08-14 Takenaka Komuten Co Ltd Construction of on-site hollow pile

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59141627A (en) * 1983-02-03 1984-08-14 Takenaka Komuten Co Ltd Construction of on-site hollow pile
JPS6334255B2 (en) * 1983-02-03 1988-07-08 Takenaka Komuten Co

Also Published As

Publication number Publication date
JPS6312963B2 (en) 1988-03-23

Similar Documents

Publication Publication Date Title
JPS5598525A (en) Hollow piling method for cast-in-place concrete
JPS5545960A (en) Method of engineering embedded pile and device therefor
JPS6475715A (en) Soil cement composite pile
JPS5634823A (en) Concrete pile injection constructing method
JPS5549424A (en) Construction method for underground column row wall
JPS5681719A (en) Driving method of precast pile
JPS5536592A (en) Construction method for cast-in-place differential- diameter pile
JPS559949A (en) Installing process for foundation pile
JPS55155825A (en) Burying method for pile with extension shoe
JPS573915A (en) Method and apparatus for construction of reaction resistor body underground
JPS5733614A (en) Method for sinking installed pile through internal excavation
JPS563714A (en) Foundation pile constructing method
JPS57161224A (en) Steel pipe pile for foundation and its construction
JPS55161116A (en) Constructing method for cut-off/sheathing wall by benoto pile excavator
JPS5549425A (en) Buried pile method
JPS5585731A (en) Method and apparatus for burying pile
JPS55165319A (en) Constructing method for continuous wall
JPS57174530A (en) Penetration of cylinder into ground
JPS6417920A (en) Construction of precast pile with bag
JPS573912A (en) Method and apparatus for improving soft ground by grout with telescoping stirring shaft
JPS5536527A (en) Pile foundation construction method
JPS55161118A (en) Pile driving method and pile
JPS5652218A (en) Improving method of construction for viscous subsurface
JPS5631941A (en) Building of underground storage tank
JPS6448925A (en) Construction of pile