JPS6433345A - Method for anchoring polymer tension material - Google Patents

Method for anchoring polymer tension material

Info

Publication number
JPS6433345A
JPS6433345A JP19141687A JP19141687A JPS6433345A JP S6433345 A JPS6433345 A JP S6433345A JP 19141687 A JP19141687 A JP 19141687A JP 19141687 A JP19141687 A JP 19141687A JP S6433345 A JPS6433345 A JP S6433345A
Authority
JP
Japan
Prior art keywords
tendon
anchorage
grout material
anchorage devices
anchoring
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
JP19141687A
Other languages
Japanese (ja)
Inventor
Hideyo Honma
Manabu Fujita
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.)
Sumitomo Construction Co Ltd
Original Assignee
Sumitomo 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 Sumitomo Construction Co Ltd filed Critical Sumitomo Construction Co Ltd
Priority to JP19141687A priority Critical patent/JPS6433345A/en
Publication of JPS6433345A publication Critical patent/JPS6433345A/en
Pending legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: To give an anchorage device large anchoring force by previously giving a tendon tension, filling the inside of the inserting hole of the anchorage device with a grout material under the state, in which the cross section of the tendon is thinned, and anchoring the tendon as it is. CONSTITUTION: Both end sections of the tendon 1 are inserted into anchorage devices 2, 2 with inserting holes 2a while a sheath 3 between the anchorage devices 2, 2 of the tendon 1 and width-broadening sheaths 3', 3' arranged at both ends of the anchorage devices 2, 2 are set previously. The tendon 1 is set between reaction walls 4, 4, the tendon 1 is tensed by a jack 6, and elongation is generated in the tendon 1. The insides of the inserting holes 2a of the anchorage devices 2 are filled with a grout material 7 under the state, in which the sectional area of the tendon 1 is reduced, and the curing of the grout material 7 is made to wait. The grout material 7 is cured, the tensile force of the jack 6 is released, and the tendon 1 is cut at the external places of the anchorage devices 2 and the anchoring method is completed.
JP19141687A 1987-07-30 1987-07-30 Method for anchoring polymer tension material Pending JPS6433345A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19141687A JPS6433345A (en) 1987-07-30 1987-07-30 Method for anchoring polymer tension material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19141687A JPS6433345A (en) 1987-07-30 1987-07-30 Method for anchoring polymer tension material

Publications (1)

Publication Number Publication Date
JPS6433345A true JPS6433345A (en) 1989-02-03

Family

ID=16274247

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19141687A Pending JPS6433345A (en) 1987-07-30 1987-07-30 Method for anchoring polymer tension material

Country Status (1)

Country Link
JP (1) JPS6433345A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0213639U (en) * 1988-07-12 1990-01-29
JPH03224936A (en) * 1990-01-30 1991-10-03 Kumagai Gumi Co Ltd Concrete member
CN103498535A (en) * 2013-09-29 2014-01-08 江苏法尔胜泓昇集团有限公司 Anchoring method of flat cross section of carbon fiber composite reinforcement material

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5344821U (en) * 1976-09-22 1978-04-17
JPS61282518A (en) * 1985-06-05 1986-12-12 Tone Consultant Kk Fixing work of pre-tension anchor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5344821U (en) * 1976-09-22 1978-04-17
JPS61282518A (en) * 1985-06-05 1986-12-12 Tone Consultant Kk Fixing work of pre-tension anchor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0213639U (en) * 1988-07-12 1990-01-29
JPH03224936A (en) * 1990-01-30 1991-10-03 Kumagai Gumi Co Ltd Concrete member
CN103498535A (en) * 2013-09-29 2014-01-08 江苏法尔胜泓昇集团有限公司 Anchoring method of flat cross section of carbon fiber composite reinforcement material
CN103498535B (en) * 2013-09-29 2016-02-17 江苏法尔胜泓昇集团有限公司 Carbon fiber composite reinforcement material tabular cross section anchoring process

Similar Documents

Publication Publication Date Title
CA2130696A1 (en) Foundation system for tension leg platforms
JPS6433345A (en) Method for anchoring polymer tension material
DE3663160D1 (en) Prestressing devices for concrete with sinuous stressing cables, and methods for using them
KR100474167B1 (en) Ground Stabilization Device and Method of Ground Stabilization Using the Device
FR2381135A1 (en) ANCHORING METHOD AND DEVICE
ES8106953A1 (en) Tensioning system for cables in prestressed concrete
JPS5552426A (en) Method of forming anchor and pile
JP2894223B2 (en) Adhesion transfer method ground anchor
JPS6410821A (en) Ground anchor
JPS57119021A (en) Anchor method
JPH01146013A (en) Anchorage end structure of built-in member
JPS6342220B2 (en)
JPH047444A (en) Method for fixing frp tendon
JPH0137533B2 (en)
JPS649414B2 (en)
JPS6187018A (en) Removal type anchoring work
JPS5910614A (en) Anchor capable of recovering tension member
JPH0881954A (en) Anchor method
JPH06306858A (en) Ground anchor
JPS5758724A (en) In-situ prestressed concrete pile construction work
JPS61233120A (en) Removable type anchor
JPS55165323A (en) Removing method for tension member of earth anchor
KR200329145Y1 (en) an anchoring apparatus for ground anchor
JPH03156061A (en) Structure for anchoring part for high molecular tension material
JPS61204419A (en) Removing method for removal type earth anchor