JPS57178027A - Pile driving method - Google Patents

Pile driving method

Info

Publication number
JPS57178027A
JPS57178027A JP6321481A JP6321481A JPS57178027A JP S57178027 A JPS57178027 A JP S57178027A JP 6321481 A JP6321481 A JP 6321481A JP 6321481 A JP6321481 A JP 6321481A JP S57178027 A JPS57178027 A JP S57178027A
Authority
JP
Japan
Prior art keywords
mortar
forward end
end cone
ground
excavation
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
JP6321481A
Other languages
Japanese (ja)
Other versions
JPS6220334B2 (en
Inventor
Masaya Nagashima
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP6321481A priority Critical patent/JPS57178027A/en
Publication of JPS57178027A publication Critical patent/JPS57178027A/en
Publication of JPS6220334B2 publication Critical patent/JPS6220334B2/ja
Granted legal-status Critical Current

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
    • E02D5/72—Pile shoes

Abstract

PURPOSE:To prevent the entrance of muddy soil and sand into an excavation hole and to improve a working efficiency, by a method wherein a mortar releasing port is formed in an excavation forward end cone, and in the case of a soft ground, mortar can be implanted in a manner to embed the forward end cone in a ground. CONSTITUTION:An excavation forward end cone 20 is constituted such that a plural number of right-angled triangular plates 24 is located in a radial manner. A flange 26 is mounted on the short side of the triangular plate 24, a screwform or rodform excavating cutter 25' is securely attached to the oblique side of the triangular plate 24, and a mortar releasing port 53 is provided. A ground is excavated through turning of a cylinder 33 having a screw vane 30 and a shaft 19 for spinning the forward end cone 20. Mortar is then implanted into a hollow pipe 10, a piston 7 is depressed, and the valve at the forward end cone is opened to place mortar, working as a consolidating material, into a ground through the mortar releasing port 53. Then, the forward end cone 20 is raised, and after a pile is driven, the screw vane 30 is removed.
JP6321481A 1981-04-27 1981-04-27 Pile driving method Granted JPS57178027A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6321481A JPS57178027A (en) 1981-04-27 1981-04-27 Pile driving method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6321481A JPS57178027A (en) 1981-04-27 1981-04-27 Pile driving method

Publications (2)

Publication Number Publication Date
JPS57178027A true JPS57178027A (en) 1982-11-02
JPS6220334B2 JPS6220334B2 (en) 1987-05-06

Family

ID=13222718

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6321481A Granted JPS57178027A (en) 1981-04-27 1981-04-27 Pile driving method

Country Status (1)

Country Link
JP (1) JPS57178027A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5697734A (en) * 1993-07-05 1997-12-16 Beheersmaatschappij Verstraeten B.V. Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft
KR100478234B1 (en) * 2002-05-29 2005-03-24 광진중공업 주식회사 Pile excution machine using screw hammer
CN103205966A (en) * 2013-04-16 2013-07-17 中交天津港湾工程设计院有限公司 Cast-in-place multiple-pyramid hinge-type hollow-steel pile shoe of polygonal concrete hollow pile

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5697734A (en) * 1993-07-05 1997-12-16 Beheersmaatschappij Verstraeten B.V. Method for forming a foundation pile in the ground utilizing a prefabricated pile shaft
KR100478234B1 (en) * 2002-05-29 2005-03-24 광진중공업 주식회사 Pile excution machine using screw hammer
CN103205966A (en) * 2013-04-16 2013-07-17 中交天津港湾工程设计院有限公司 Cast-in-place multiple-pyramid hinge-type hollow-steel pile shoe of polygonal concrete hollow pile

Also Published As

Publication number Publication date
JPS6220334B2 (en) 1987-05-06

Similar Documents

Publication Publication Date Title
JPS57178027A (en) Pile driving method
JPS5758725A (en) Burying work of precast pile and shoe
JPS56159437A (en) Dredging method using hydraulic power shovel water injection pressure air mixing pump
JPS57100221A (en) Tip expansion shoe for use in noiseless and vibration-free pile laying work
JPS6033960B2 (en) How to reach the shaft with a shield tunneling machine
JPS60199198A (en) Sand and earth transport apparatus
DE3361079D1 (en) Piles
JPS5592425A (en) Method and device for pile being driven into predigged hole
JPS563714A (en) Foundation pile constructing method
JPS5513325A (en) Method of inserting long object into underground and its equipment
JPS57133918A (en) Improvement of ground
CN216839455U (en) Building construction basis reinforcing apparatus
JPS57108313A (en) Construction work and device for cut-off wall of in-site driven pile row and head of earth auger therefor
JPS57140421A (en) Construction of large-diameter in-situ cast pile
JPS57127018A (en) Excavating method and device for continuous underground wall
JPS6466312A (en) Method and apparatus for concrete pile foundation work
JPS57108328A (en) Formation of basement
JPS6126466Y2 (en)
JPS5724721A (en) Pressing-in method for large-calibred hollow pile
JPS5733623A (en) Excavating device for undergound continuous wall
JPS57108318A (en) Improvement of ground when drawing out steel sheet pile
JPS5733622A (en) Excavating device for underground continuous wall
SU607983A1 (en) Dredger soil-taking device
JPS5796135A (en) Method and apparatus for construction of well foundation
JPS6439490A (en) Feedwater type cave excavator