JPS56142924A - Net pile structure - Google Patents

Net pile structure

Info

Publication number
JPS56142924A
JPS56142924A JP4426680A JP4426680A JPS56142924A JP S56142924 A JPS56142924 A JP S56142924A JP 4426680 A JP4426680 A JP 4426680A JP 4426680 A JP4426680 A JP 4426680A JP S56142924 A JPS56142924 A JP S56142924A
Authority
JP
Japan
Prior art keywords
root
steel wire
concrete
twisted steel
pile
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
JP4426680A
Other languages
Japanese (ja)
Inventor
Kanichiro Hirose
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.)
HIROSE KOZAI SANGYO
HIROSE KOZAI SANGYO KK
Original Assignee
HIROSE KOZAI SANGYO
HIROSE KOZAI SANGYO 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 HIROSE KOZAI SANGYO, HIROSE KOZAI SANGYO KK filed Critical HIROSE KOZAI SANGYO
Priority to JP4426680A priority Critical patent/JPS56142924A/en
Publication of JPS56142924A publication Critical patent/JPS56142924A/en
Pending legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE: To prevent the sliding of land by a netted pile structure having a great bearing capability which is constructed by driving a root pile prepared by pouring and hardening concrete around a twisted steel wire into the ground and then binding the top of the root pile by a binder base.
CONSTITUTION: A root pile 2 consists of a twisted steel wire 10 provided at the center as an iron bar and a concrete 11 poured and hardened around the twisted steel wire 10. Thus, a friction force acting on the root pile 2 acts as a tensile or compressive force on the concrete 11, where the compressive force is supported by the concrete 11 itself and also the tensile force is supported by the twisted steel wire 10. For example, plural binder bases 1 are provided at a given distance apart on a sloped land and then bound at the top portions of plural root piles 2 driven underground in unparallel with the binder bases. In case where the surface of the ground 90 is a soft layer 91, the root piles 2 are driven down to an anchoring layer 92 through the soft layer 91.
COPYRIGHT: (C)1981,JPO&Japio
JP4426680A 1980-04-03 1980-04-03 Net pile structure Pending JPS56142924A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4426680A JPS56142924A (en) 1980-04-03 1980-04-03 Net pile structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4426680A JPS56142924A (en) 1980-04-03 1980-04-03 Net pile structure

Publications (1)

Publication Number Publication Date
JPS56142924A true JPS56142924A (en) 1981-11-07

Family

ID=12686701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4426680A Pending JPS56142924A (en) 1980-04-03 1980-04-03 Net pile structure

Country Status (1)

Country Link
JP (1) JPS56142924A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4917449A (en) * 1972-06-07 1974-02-15
JPS502248U (en) * 1973-05-04 1975-01-10
JPS5230003A (en) * 1975-09-01 1977-03-07 Okuyama Booringu Kk Method of preventing landslide

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4917449A (en) * 1972-06-07 1974-02-15
JPS502248U (en) * 1973-05-04 1975-01-10
JPS5230003A (en) * 1975-09-01 1977-03-07 Okuyama Booringu Kk Method of preventing landslide

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