JPS55159020A - Anchor cable for tensioning - Google Patents
Anchor cable for tensioningInfo
- Publication number
- JPS55159020A JPS55159020A JP6604079A JP6604079A JPS55159020A JP S55159020 A JPS55159020 A JP S55159020A JP 6604079 A JP6604079 A JP 6604079A JP 6604079 A JP6604079 A JP 6604079A JP S55159020 A JPS55159020 A JP S55159020A
- Authority
- JP
- Japan
- Prior art keywords
- anchor cable
- anchor
- rope
- cable
- earth
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Rock Bolts (AREA)
Abstract
PURPOSE: To eliminate the necessity of removing cable being used in an earth anchor construction method and the like, by a method wherein an outer periphery of a hollow material which is weak against shearing strength such as vinyl-made hose is made of fibers having sufficient traction strength being formed into a rope-shape, and thus fabricated material is cmployed in the earth anchor construction method as an anchor cable for tensioning purpose.
CONSTITUTION: An anchor cable for tensioning purpose is constituted in the manner that, a rope body 2 is knitted by a chemical fiber such as nylon and the like or a natural fiber, and the fabricated rope is wound around a hollow material 1 being made by a material easy to be shorn like a hose made of vinyl monolithically and in layers. Said anchor cable is inserted into a pit 4 previously bored in a bedrock 3, followed by the filling of the whole of the boring pit 4 injecting an injecting material such as mortar milk or solidifying agent through the hollow material 1, and the anchor cable is firmly fixed at the boring pit 4. Said anchor cable has a sufficient traction strength, but weak for shearing, however, the weakness does not constitute an obstruction against the succeeding pile driving in, etc. accordingly, said anchor cable is buried in the earth as it is.
COPYRIGHT: (C)1980,JPO&Japio
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6604079A JPS55159020A (en) | 1979-05-30 | 1979-05-30 | Anchor cable for tensioning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6604079A JPS55159020A (en) | 1979-05-30 | 1979-05-30 | Anchor cable for tensioning |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS55159020A true JPS55159020A (en) | 1980-12-10 |
Family
ID=13304360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6604079A Pending JPS55159020A (en) | 1979-05-30 | 1979-05-30 | Anchor cable for tensioning |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS55159020A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH074537U (en) * | 1993-06-23 | 1995-01-24 | グラウンドエンジニアリング株式会社 | Tensile material |
| KR100943064B1 (en) | 2008-02-19 | 2010-02-18 | 홍지기술산업주식회사 | Micro pile having dual diameter and foundation construction method using the same |
-
1979
- 1979-05-30 JP JP6604079A patent/JPS55159020A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH074537U (en) * | 1993-06-23 | 1995-01-24 | グラウンドエンジニアリング株式会社 | Tensile material |
| KR100943064B1 (en) | 2008-02-19 | 2010-02-18 | 홍지기술산업주식회사 | Micro pile having dual diameter and foundation construction method using the same |
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