JPS56146514A - Driving method of steel pile - Google Patents

Driving method of steel pile

Info

Publication number
JPS56146514A
JPS56146514A JP4685680A JP4685680A JPS56146514A JP S56146514 A JPS56146514 A JP S56146514A JP 4685680 A JP4685680 A JP 4685680A JP 4685680 A JP4685680 A JP 4685680A JP S56146514 A JPS56146514 A JP S56146514A
Authority
JP
Japan
Prior art keywords
pile
subsoil
hard
driven
driving
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.)
Pending
Application number
JP4685680A
Other languages
Japanese (ja)
Inventor
Kenji Kidera
Naotake Wakimoto
Tsuyoshi Nakamata
Toshio Shinohara
Yasuki Takechi
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP4685680A priority Critical patent/JPS56146514A/en
Publication of JPS56146514A publication Critical patent/JPS56146514A/en
Pending legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE: To reduce the required time and to contrive economy in driving a pile into a hard subsoil by arranging one pile driving machine so that a main steel pie is driven into a preceding pile hole after made with a preceding pile made of highly hard material into the hard subsoil.
CONSTITUTION: The preceding pile 8 made of highly hard material is driven into a hard subsoil 4 such as rock bed, mud stone layer, continuously mixed subsoil in depth or the like by a pile driving machine 9 and then, pulled out to make a preceding pile hole. Then, a main steel pile 6 is mounted to the same pile driving machine and driven into the preceding pile hole 5. In this manner, driving the pile 6 into the hard subsoil 4 is performed. The preceding pile 8 is reusable.
COPYRIGHT: (C)1981,JPO&Japio
JP4685680A 1980-04-11 1980-04-11 Driving method of steel pile Pending JPS56146514A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4685680A JPS56146514A (en) 1980-04-11 1980-04-11 Driving method of steel pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4685680A JPS56146514A (en) 1980-04-11 1980-04-11 Driving method of steel pile

Publications (1)

Publication Number Publication Date
JPS56146514A true JPS56146514A (en) 1981-11-14

Family

ID=12758973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4685680A Pending JPS56146514A (en) 1980-04-11 1980-04-11 Driving method of steel pile

Country Status (1)

Country Link
JP (1) JPS56146514A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661093A (en) * 2018-05-22 2018-10-16 江苏地基工程有限公司 Vibrate the construction that substitution reinforcement pile pile floats

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661093A (en) * 2018-05-22 2018-10-16 江苏地基工程有限公司 Vibrate the construction that substitution reinforcement pile pile floats

Similar Documents

Publication Publication Date Title
EP0335709A3 (en) Shaft construction method
JPS56146514A (en) Driving method of steel pile
JPS5761110A (en) Formation of columnar solidified portion in soft ground
JPS5275010A (en) Apparatus which has driving hammer and pipe for forming concrete or compressed concrete pile in excavated hole of ground and executing method using same
ES477967A1 (en) Method and apparatus for on-site treatment of mud and silt
JPS5631928A (en) Constructing method for soil pile
JPS56142935A (en) Stabilized piling method for earth slope
JPS5513325A (en) Method of inserting long object into underground and its equipment
JPS5754632A (en) Preventing method for landslide and resisting block for preventing the same
ATE113328T1 (en) METHOD FOR PRODUCTION OF SUBSTRUCTURE ELEMENTS SUCH AS PILES, ANCHORS OR THE LIKE AND DEVICE FOR CARRYING OUT THESE METHOD.
JPS5724724A (en) Method for driving structure material into rock bed
RU95104482A (en) Method for reclamation of slopes in open cutting
JPS57108329A (en) Formation of basement
JPS5592199A (en) Processing method of water-containing soil
JPS55108515A (en) Stabilization treatment on surface layer of extremely soft ground
JPS5652218A (en) Improving method of construction for viscous subsurface
JPS55111520A (en) Improving specially weak ground
JPS5673715A (en) Stabilization of soft ground by construction of underground wall
JPS56111721A (en) Driving method for pile in riprap foundation
JPS524657A (en) Cleaning facility
JPS521663A (en) Centrifugal precipitator
JPS5552422A (en) Method of improving subsoil
JPS55161118A (en) Pile driving method and pile
JPS5796128A (en) Foundation pile for building
TW328552B (en) Process for the production of lying and/or inclined solidified piles in the subsoil and device for the implementation of the process together with its application