JPS56131713A - Anchor using pc steel material - Google Patents
Anchor using pc steel materialInfo
- Publication number
- JPS56131713A JPS56131713A JP3355680A JP3355680A JPS56131713A JP S56131713 A JPS56131713 A JP S56131713A JP 3355680 A JP3355680 A JP 3355680A JP 3355680 A JP3355680 A JP 3355680A JP S56131713 A JPS56131713 A JP S56131713A
- Authority
- JP
- Japan
- Prior art keywords
- fixed
- pipe
- hole
- anchor
- case
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title abstract 4
- 239000010959 steel Substances 0.000 title abstract 4
- 239000000463 material Substances 0.000 title abstract 2
- 239000003795 chemical substances by application Substances 0.000 abstract 3
- 239000011440 grout Substances 0.000 abstract 2
- 238000002347 injection Methods 0.000 abstract 2
- 239000007924 injection Substances 0.000 abstract 2
Abstract
PURPOSE: To easily construct an anchor in an upwardly inclined hole by a method in which a PC steel material having no rigidity is fixed around a pipe serving an air vent concurrently, its end is fixed in a case, and the case is fixed to an anchor hole.
CONSTITUTION: Five PC steel twisted wires 16 are fixed around a pipe 11 by using a bind wire 14, and then inserted into an upwardly inclined anchor hole from its lower side. And, a case 17 in which the pipe 11, the PC steel twisted wires 16, and grout injection pipe 18 are fixed to each other by a grouting agent 19 in advance, is fitted into and fixed to a hole 24 with an expanded width part, provided in a concrete structure. Then, a grouting agent is injected through the grout injection pipe 18. Thus, no leak of the grouting agent occurs because of the use of rubber packing 23, etc., and also air in the hole is discharged from the pipe 11.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3355680A JPS622083B2 (en) | 1980-03-17 | 1980-03-17 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3355680A JPS622083B2 (en) | 1980-03-17 | 1980-03-17 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56131713A true JPS56131713A (en) | 1981-10-15 |
JPS622083B2 JPS622083B2 (en) | 1987-01-17 |
Family
ID=12389821
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3355680A Expired JPS622083B2 (en) | 1980-03-17 | 1980-03-17 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS622083B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS587025A (en) * | 1981-07-03 | 1983-01-14 | Kajima Corp | Install method for anchor |
JPS58189420A (en) * | 1982-04-27 | 1983-11-05 | Kurosawa Kensetsu Kk | Construction of earth anchor |
JPS6282117A (en) * | 1985-10-07 | 1987-04-15 | Taisei Corp | Anchor |
JPS62133241A (en) * | 1985-12-04 | 1987-06-16 | Sumitomo Electric Industries | Method for preventing corrosion of pc cable anchor part |
CN102182481A (en) * | 2011-04-11 | 2011-09-14 | 中国科学院武汉岩土力学研究所 | Anchor rope grouting-stop plug |
CN102587936A (en) * | 2012-04-01 | 2012-07-18 | 中国矿业大学 | Fully-enclosed integral assembly grid concrete support method |
CN111946375A (en) * | 2020-07-27 | 2020-11-17 | 黄锋 | Sectional type slip casting stock |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5466559B2 (en) * | 2010-03-30 | 2014-04-09 | 株式会社フジタ | Cable bolt |
-
1980
- 1980-03-17 JP JP3355680A patent/JPS622083B2/ja not_active Expired
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS587025A (en) * | 1981-07-03 | 1983-01-14 | Kajima Corp | Install method for anchor |
JPH0238760B2 (en) * | 1981-07-03 | 1990-08-31 | Kajima Corp | |
JPS58189420A (en) * | 1982-04-27 | 1983-11-05 | Kurosawa Kensetsu Kk | Construction of earth anchor |
JPS6325133B2 (en) * | 1982-04-27 | 1988-05-24 | Kurosawa Kensetsu Kk | |
JPS6282117A (en) * | 1985-10-07 | 1987-04-15 | Taisei Corp | Anchor |
JPS62133241A (en) * | 1985-12-04 | 1987-06-16 | Sumitomo Electric Industries | Method for preventing corrosion of pc cable anchor part |
CN102182481A (en) * | 2011-04-11 | 2011-09-14 | 中国科学院武汉岩土力学研究所 | Anchor rope grouting-stop plug |
CN102587936A (en) * | 2012-04-01 | 2012-07-18 | 中国矿业大学 | Fully-enclosed integral assembly grid concrete support method |
CN111946375A (en) * | 2020-07-27 | 2020-11-17 | 黄锋 | Sectional type slip casting stock |
Also Published As
Publication number | Publication date |
---|---|
JPS622083B2 (en) | 1987-01-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS56131713A (en) | Anchor using pc steel material | |
JPH02120421A (en) | Floating prevention method for underground construction | |
JPS63280121A (en) | Ground anchor | |
JPS58101926A (en) | Strengthening of pile hole bottom of in-place pile | |
JPS5719422A (en) | Fixing method of net in process covering slope with net | |
JPS62288216A (en) | Water stopper and water-stopping work therewith | |
JPS6210325A (en) | Foot protecting of pile | |
JPS60148920A (en) | Method of building underground construction | |
JPS62101711A (en) | Earth anchor and its construction | |
JPS598828A (en) | Anchor work | |
JPH02136427A (en) | Reinforcement for reinforcing soil | |
JPS6367311A (en) | Jointed block structure and its constructing method | |
JPS63300112A (en) | Packer for ground-fixing anchor | |
JPH0464669A (en) | Drop-preventive repairing structure for wall, etc., and constructing method thereof | |
JPH02248523A (en) | Slope protection frame method | |
JPS5655636A (en) | Fitting method and fitting tool for water-drawing pipe | |
JPH02279852A (en) | Gap part filling cutoff method for concrete structure | |
JPS59152986A (en) | Impregnation method for ground | |
JPH04140318A (en) | Anchor | |
JPH03140519A (en) | Construction of water impermeable layer and underground cut-off wall in ground | |
JPH03233075A (en) | Cut-off method of concrete construction and injection device of grout such as sealing compound, etc. | |
JPS6299510A (en) | Construction of in-situ pile | |
JPH0452316A (en) | Permanent ground anchor and its installation | |
JPS5693924A (en) | Spacer ring of lath for slope surface and reinforcing method for slope surface using said ring | |
JPS61250224A (en) | Anchoring work |