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JPS641824A - Earth-anchor construction - Google Patents

Earth-anchor construction

Info

Publication number
JPS641824A
JPS641824A JP15551487A JP15551487A JPS641824A JP S641824 A JPS641824 A JP S641824A JP 15551487 A JP15551487 A JP 15551487A JP 15551487 A JP15551487 A JP 15551487A JP S641824 A JPS641824 A JP S641824A
Authority
JP
Japan
Prior art keywords
tensile
steel material
tensile force
specific
length
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
JP15551487A
Other languages
Japanese (ja)
Other versions
JPH0530932B2 (en
JPH011824A (en
Inventor
Ryohei Kurosawa
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.)
Kurosawa Construction Co Ltd
Original Assignee
Kurosawa Construction Co 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 Kurosawa Construction Co Ltd filed Critical Kurosawa Construction Co Ltd
Priority to JP15551487A priority Critical patent/JPS641824A/en
Publication of JPH011824A publication Critical patent/JPH011824A/en
Publication of JPS641824A publication Critical patent/JPS641824A/en
Publication of JPH0530932B2 publication Critical patent/JPH0530932B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To make it possible to exert the tensile force equally on the overall length of an anchor body by straining every different length of a tensile steel material with specific tensile force respectively, and then, straining and fixing those with specific tensile force simultaneously after curing of the coagulant.
CONSTITUTION: A different length of a tensile steel material C provided a bearing pressure section 2 to the tip side is inserted into an anchor hole A having a specific diameter and length in a state that the location of the bearing pressure section 2 was slipped. Then, the coagulant B is impregnated, and after curing of the coagulant B, those tensile steel material C is strained with specific tensile force by priority of length. Then, they are strained and fixed with specific tensile force simultaneously. The tensile steel material C is constituted of a tensile strand and the bearing pressure section 2.
COPYRIGHT: (C)1989,JPO&Japio
JP15551487A 1987-06-24 1987-06-24 Earth-anchor construction Granted JPS641824A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15551487A JPS641824A (en) 1987-06-24 1987-06-24 Earth-anchor construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15551487A JPS641824A (en) 1987-06-24 1987-06-24 Earth-anchor construction

Related Child Applications (2)

Application Number Title Priority Date Filing Date
JP6284860A Division JP2655820B2 (en) 1994-11-18 1994-11-18 Earth anchor method
JP6284849A Division JP2656453B2 (en) 1994-11-18 1994-11-18 Tension steel unit used for earth anchor method

Publications (3)

Publication Number Publication Date
JPH011824A JPH011824A (en) 1989-01-06
JPS641824A true JPS641824A (en) 1989-01-06
JPH0530932B2 JPH0530932B2 (en) 1993-05-11

Family

ID=15607719

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15551487A Granted JPS641824A (en) 1987-06-24 1987-06-24 Earth-anchor construction

Country Status (1)

Country Link
JP (1) JPS641824A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0460014A (en) * 1990-06-28 1992-02-26 Kowa Sangyo Kk Ground anchor method
JPH0492042U (en) * 1990-12-27 1992-08-11
JPH0626039A (en) * 1992-07-03 1994-02-01 Kurosawa Kensetsu Kk Fixing method for earth anchor
JPH06287947A (en) * 1992-07-21 1994-10-11 Aasu Tec Kk Ground anchor of excellent durability
US5730556A (en) * 1992-07-01 1998-03-24 Keller Limited Removable ground anchor
EP1046752A1 (en) * 1999-04-20 2000-10-25 BBR Systems Ltd. Ground anchor

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5713685A (en) * 1980-06-30 1982-01-23 Matsushita Electric Works Ltd Discharge lamp unit
JPS5876613A (en) * 1981-10-30 1983-05-09 Kensetsu Kiso Eng Kk Anchoring device
JPS5880022A (en) * 1981-11-04 1983-05-14 Kensetsu Kiso Eng Kk Anchor device
JPS5890338A (en) * 1981-11-20 1983-05-30 P S Concrete Kk Slack removing method for each steel material of pc tendon
JPS59212400A (en) * 1983-05-17 1984-12-01 大成建設株式会社 Method of controlling load of cable for moving heavy material
JPS59217831A (en) * 1983-05-26 1984-12-08 Tokyo Seikou Kk Concurrent tension of tensing members of different lengths
JPS60133118A (en) * 1983-12-22 1985-07-16 Sanwa Giken:Kk Anchoring method
JPS60212515A (en) * 1984-04-06 1985-10-24 Kensetsu Kiso Eng Kk Anchoring method for anchor
JPS61282555A (en) * 1985-06-07 1986-12-12 大成建設株式会社 How to remove variations in PC cable slack

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5713685A (en) * 1980-06-30 1982-01-23 Matsushita Electric Works Ltd Discharge lamp unit
JPS5876613A (en) * 1981-10-30 1983-05-09 Kensetsu Kiso Eng Kk Anchoring device
JPS5880022A (en) * 1981-11-04 1983-05-14 Kensetsu Kiso Eng Kk Anchor device
JPS5890338A (en) * 1981-11-20 1983-05-30 P S Concrete Kk Slack removing method for each steel material of pc tendon
JPS59212400A (en) * 1983-05-17 1984-12-01 大成建設株式会社 Method of controlling load of cable for moving heavy material
JPS59217831A (en) * 1983-05-26 1984-12-08 Tokyo Seikou Kk Concurrent tension of tensing members of different lengths
JPS60133118A (en) * 1983-12-22 1985-07-16 Sanwa Giken:Kk Anchoring method
JPS60212515A (en) * 1984-04-06 1985-10-24 Kensetsu Kiso Eng Kk Anchoring method for anchor
JPS61282555A (en) * 1985-06-07 1986-12-12 大成建設株式会社 How to remove variations in PC cable slack

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0460014A (en) * 1990-06-28 1992-02-26 Kowa Sangyo Kk Ground anchor method
JPH0472009B2 (en) * 1990-06-28 1992-11-17 Kowa Sangyo
JPH0492042U (en) * 1990-12-27 1992-08-11
US5730556A (en) * 1992-07-01 1998-03-24 Keller Limited Removable ground anchor
JPH0626039A (en) * 1992-07-03 1994-02-01 Kurosawa Kensetsu Kk Fixing method for earth anchor
JP2539319B2 (en) * 1992-07-03 1996-10-02 黒沢建設株式会社 Fixing method of earth anchor
JPH06287947A (en) * 1992-07-21 1994-10-11 Aasu Tec Kk Ground anchor of excellent durability
EP1046752A1 (en) * 1999-04-20 2000-10-25 BBR Systems Ltd. Ground anchor

Also Published As

Publication number Publication date
JPH0530932B2 (en) 1993-05-11

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