JPS55108532A - Artificial soil spraying method using steel pipe pile - Google Patents

Artificial soil spraying method using steel pipe pile

Info

Publication number
JPS55108532A
JPS55108532A JP1202079A JP1202079A JPS55108532A JP S55108532 A JPS55108532 A JP S55108532A JP 1202079 A JP1202079 A JP 1202079A JP 1202079 A JP1202079 A JP 1202079A JP S55108532 A JPS55108532 A JP S55108532A
Authority
JP
Japan
Prior art keywords
steel pipe
slope
face
pipe
net
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
JP1202079A
Other languages
Japanese (ja)
Inventor
Sohei Suzuki
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.)
TENRYU GIKEN KK
Original Assignee
TENRYU GIKEN 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 TENRYU GIKEN KK filed Critical TENRYU GIKEN KK
Priority to JP1202079A priority Critical patent/JPS55108532A/en
Publication of JPS55108532A publication Critical patent/JPS55108532A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To stabilize artificial soil on the face slope by a method wherein a steel tube having sharp tip is driven into the face of slope, the tip is separated downward from the lower end of the steel tube with a drive-in pipe, pressure-feeding concrete for example to thus-obtained empty hole, and fastening the face of slope keeping net to the steel pipe.
CONSTITUTION: A steel pile 4 is formed on the lower end of a steel pipe 1 with a sharp tip 2 provided on the lower portion on which a connecting rod 3 extending into the pipe 1 is fixed. Next, the tip 2 is separated downward from the lower end of the steel pipe 1 by driving drive-in pipe 7 which is passed through net 6 and driven into the face of slope. An empty hole 12 is formed in the face of slope 5 by means of the tip 2 when the pipe 7 is pulled off from the steel pipe 1. Next, concrete 8 for example is pressure-fed to the empty hole 12 through steel pipe 1, a net keeping seat 9, the net 6 and the upper end of the steel pipe 1 are fastened with concrete 10 for example. Next, the artificial soil containing seeds is sprayed over the face of slope 5 and net 6.
COPYRIGHT: (C)1980,JPO&Japio
JP1202079A 1979-02-03 1979-02-03 Artificial soil spraying method using steel pipe pile Pending JPS55108532A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1202079A JPS55108532A (en) 1979-02-03 1979-02-03 Artificial soil spraying method using steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1202079A JPS55108532A (en) 1979-02-03 1979-02-03 Artificial soil spraying method using steel pipe pile

Publications (1)

Publication Number Publication Date
JPS55108532A true JPS55108532A (en) 1980-08-20

Family

ID=11793908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1202079A Pending JPS55108532A (en) 1979-02-03 1979-02-03 Artificial soil spraying method using steel pipe pile

Country Status (1)

Country Link
JP (1) JPS55108532A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747738A (en) * 2012-07-25 2012-10-24 中国水电顾问集团西北勘测设计研究院 Method for adopting high-pressure grouting steel pipe pile to perform covering layer side slope treatment
CN103669333A (en) * 2013-12-27 2014-03-26 中国地质大学(北京) Slide-resistant pile facilitating vacuum rainfall
JP2020180458A (en) * 2019-04-24 2020-11-05 株式会社竹中工務店 Ground liquefaction suppression structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102747738A (en) * 2012-07-25 2012-10-24 中国水电顾问集团西北勘测设计研究院 Method for adopting high-pressure grouting steel pipe pile to perform covering layer side slope treatment
CN103669333A (en) * 2013-12-27 2014-03-26 中国地质大学(北京) Slide-resistant pile facilitating vacuum rainfall
CN103669333B (en) * 2013-12-27 2016-06-22 中国地质大学(北京) It is easy to the friction pile of vacuum-dewatering
JP2020180458A (en) * 2019-04-24 2020-11-05 株式会社竹中工務店 Ground liquefaction suppression structure

Similar Documents

Publication Publication Date Title
US2380721A (en) Fertilizer cartridge
JPS55108532A (en) Artificial soil spraying method using steel pipe pile
JPS56131713A (en) Anchor using pc steel material
JPS56142935A (en) Stabilized piling method for earth slope
JPS6433315A (en) Formation of hardened column using cloth cylinder under ground
CN224054979U (en) Tobacco field membrane breaker
JPS5719422A (en) Fixing method of net in process covering slope with net
JPS56135621A (en) Sand pile construction work in underwater ground
JPS5552428A (en) Method of constructing pile foundation
JPS56125534A (en) Greens-planting work for slope
JPS5648435A (en) Stabilized tree planting method at sloping face
JPS641826A (en) Lay-out method of wide-headed pile
JPS5655636A (en) Fitting method and fitting tool for water-drawing pipe
JPS5715726A (en) Protection method for slope
JPS5774431A (en) Structure and driving mwthod for stay anchor
JPS5545910A (en) Pile pulling method
JPS5721629A (en) Planting work of greens on slope, etc.
JPS56125527A (en) Foundation pile
JPS56153012A (en) Creation of agitated mixing pile for poor subsoil
JPS55161123A (en) Sg-reinforced piping method
JPS56115422A (en) Planting bag and planting method
JPS5724720A (en) Increasing method for pull resistance of structure material driven into ground
JPS5796132A (en) Greens-planting work for slope, etc.
JPS5670328A (en) Plant growing of spraying slope surface with artificial material
JPS57184120A (en) Improvement work for soft ground