ES368009A1 - Improvements in the anchoring provisions and corresponding method. (Machine-translation by Google Translate, not legally binding) - Google Patents
Improvements in the anchoring provisions and corresponding method. (Machine-translation by Google Translate, not legally binding)Info
- Publication number
- ES368009A1 ES368009A1 ES368009A ES368009A ES368009A1 ES 368009 A1 ES368009 A1 ES 368009A1 ES 368009 A ES368009 A ES 368009A ES 368009 A ES368009 A ES 368009A ES 368009 A1 ES368009 A1 ES 368009A1
- Authority
- ES
- Spain
- Prior art keywords
- sheath
- sheathing
- end portion
- bonding agent
- strands
- 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.)
- Expired
Links
- 230000027455 binding Effects 0.000 title abstract 4
- 238000009739 binding Methods 0.000 title abstract 4
- 238000004873 anchoring Methods 0.000 title 1
- 238000000034 method Methods 0.000 title 1
- 230000001681 protective effect Effects 0.000 abstract 4
- 239000007767 bonding agent Substances 0.000 abstract 3
- 239000011440 grout Substances 0.000 abstract 2
- 125000006850 spacer group Chemical group 0.000 abstract 2
- 239000000853 adhesive Substances 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 239000004519 grease Substances 0.000 abstract 1
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 1
- 239000004800 polyvinyl chloride Substances 0.000 abstract 1
- 230000003449 preventive effect Effects 0.000 abstract 1
- 239000011347 resin Substances 0.000 abstract 1
- 229920005989 resin Polymers 0.000 abstract 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/808—Ground anchors anchored by using exclusively a bonding material
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0013—Protection against corrosion
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
An anchor cable having tensile members 14, Fig. 2, surrounded by a movable corrosion preventive sheath 16, has said sheathing 16 stripped from an end portion 17 of the cable Fig. 1, and a protective surround 18 bonded to said end portion 17 the protective surround 18 extending from the sheath 16. The protective surround 18 may be a corrugated sheath filled with a resin or a cement grout or other bonding agent. Fig. 1 shows how the end portion 17 is secured in a hole in the ground by a substantially continuous mass of grout 25 that is firmly bonded to the protective surround 18 and extends over the sheathing 16. The cable illustrated has seven strands 14 each comprising seven wires 15 coated with a de-bonding agent such as grease, each strand having a sheath 16 that is movable on said de-bonding agent. Spacer tubes 20 are located at intervals along the sheathing of the centre strand. The tubes 20 are held in place by hairpin shaped bindings 21 at each end of each tube 20, the bindings 21 extending about the centre and a pair of diametrically opposite strands. An adhesive, polyvinyl chloride, binding tape 24 is bound round the seven strands 14 at the locations of the spacer tubes 20.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB2501268 | 1968-05-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES368009A1 true ES368009A1 (en) | 1971-05-01 |
Family
ID=10220797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES368009A Expired ES368009A1 (en) | 1968-05-24 | 1969-05-23 | Improvements in the anchoring provisions and corresponding method. (Machine-translation by Google Translate, not legally binding) |
Country Status (3)
| Country | Link |
|---|---|
| DE (1) | DE1926487A1 (en) |
| ES (1) | ES368009A1 (en) |
| GB (1) | GB1266152A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3971226A (en) * | 1975-10-31 | 1976-07-27 | The United States Of America As Represented By The Secretary Of The Interior | Prestressed roof support system |
| GB1539433A (en) * | 1976-08-06 | 1979-01-31 | Ici Ltd | Rock reinforcement |
| DE2827327A1 (en) * | 1978-06-22 | 1980-01-10 | Bayer Ag | ANCHORING MEMBERS |
| CN102226405B (en) * | 2011-05-25 | 2013-04-10 | 河北同成科技股份有限公司 | Method for reinforcing working surface of loose and soft coal bed by utilizing nonmetal grouting anchor cable |
| CN103382847B (en) * | 2013-07-26 | 2015-08-19 | 中国矿业大学 | Prestressed drilling, anchoring and grouting anchor cable and supporting method |
-
1968
- 1968-05-24 GB GB1266152D patent/GB1266152A/en not_active Expired
-
1969
- 1969-05-23 DE DE19691926487 patent/DE1926487A1/en active Pending
- 1969-05-23 ES ES368009A patent/ES368009A1/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| DE1926487A1 (en) | 1969-12-04 |
| GB1266152A (en) | 1972-03-08 |
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