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JPS55136337A - Reinforcing method for existing structure, footing, ground and the like - Google Patents

Reinforcing method for existing structure, footing, ground and the like

Info

Publication number
JPS55136337A
JPS55136337A JP4319279A JP4319279A JPS55136337A JP S55136337 A JPS55136337 A JP S55136337A JP 4319279 A JP4319279 A JP 4319279A JP 4319279 A JP4319279 A JP 4319279A JP S55136337 A JPS55136337 A JP S55136337A
Authority
JP
Japan
Prior art keywords
piles
ground
footing
existing structure
reinforcing method
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
JP4319279A
Other languages
Japanese (ja)
Inventor
Shuji Hirose
Itsuo Sakashita
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 JP4319279A priority Critical patent/JPS55136337A/en
Publication of JPS55136337A publication Critical patent/JPS55136337A/en
Pending legal-status Critical Current

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  • Foundations (AREA)

Abstract

PURPOSE: To attain a method effective particularly for preventing a landslide wherein piles and an earth block are solidified to increase the strength and thereby it is made well enough to dig small holes since even the piles in small diameters can meet the purpose.
CONSTITUTION: A number of filed-struck ferror-concrete piles 1 are inserted in a structure, a footing, the ground the the like to a fixed depth so that they are not always in the same direction and every one end of the piles 1 are connected firmly with each other. In this way, the reinforcement for the ground etc. is increased.
COPYRIGHT: (C)1980,JPO&Japio
JP4319279A 1979-04-09 1979-04-09 Reinforcing method for existing structure, footing, ground and the like Pending JPS55136337A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4319279A JPS55136337A (en) 1979-04-09 1979-04-09 Reinforcing method for existing structure, footing, ground and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4319279A JPS55136337A (en) 1979-04-09 1979-04-09 Reinforcing method for existing structure, footing, ground and the like

Publications (1)

Publication Number Publication Date
JPS55136337A true JPS55136337A (en) 1980-10-24

Family

ID=12657051

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4319279A Pending JPS55136337A (en) 1979-04-09 1979-04-09 Reinforcing method for existing structure, footing, ground and the like

Country Status (1)

Country Link
JP (1) JPS55136337A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62137325A (en) * 1985-12-11 1987-06-20 Hirose Kozai Sangyo Kk Strengthening work for bearing capacity of ground
DE102009029892A1 (en) * 2008-11-01 2011-09-15 Reinhard Klöckner Device i.e. anchorage body, for anchorage of wires or cables of network elements in mountainous region, has grouted bodies merged in area and penetrated mutually such that body has cone or truncated pyramid-shape

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62137325A (en) * 1985-12-11 1987-06-20 Hirose Kozai Sangyo Kk Strengthening work for bearing capacity of ground
DE102009029892A1 (en) * 2008-11-01 2011-09-15 Reinhard Klöckner Device i.e. anchorage body, for anchorage of wires or cables of network elements in mountainous region, has grouted bodies merged in area and penetrated mutually such that body has cone or truncated pyramid-shape

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