CN201043272Y - Corrosion resistant fibre anchor stock - Google Patents
Corrosion resistant fibre anchor stock Download PDFInfo
- Publication number
- CN201043272Y CN201043272Y CNU2007200793244U CN200720079324U CN201043272Y CN 201043272 Y CN201043272 Y CN 201043272Y CN U2007200793244 U CNU2007200793244 U CN U2007200793244U CN 200720079324 U CN200720079324 U CN 200720079324U CN 201043272 Y CN201043272 Y CN 201043272Y
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- Prior art keywords
- fiber
- resin
- corrosion resistant
- utility
- model
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Abstract
The utility model relates to a bolt, in particular to a corrosion resistant fiber bolt, and is in solid structure. The bolt body is a complete member made of resin and fiber by means of bonding. The fiber can be either fiber glass, carbon fiber or aramid fiber, or mixture of all or mixture of two kinds of fiber glass, carbon fiber and aramid fiber. The resin can be either ethoxyline resin, unsaturated polyester resin or vinyl resin. The body of bolt can be either pulled and extruded type, knitted type or cord type. The utility model has the advantages of high tensile strength, excellent corrosion resistance, small specific gravity, reducing the transportation cost, excellent elasticity, flame retardance, static resistance and no sparkle produced while the utility model collides with metal. In addition, the utility model has excellent designability, and is convenient for construction.
Description
Technical field
The utility model relates to a kind of anchor pole, particularly a kind of corrosion resistant fiber anchor pole.
Background technology
Usually adopt the high steel of tensile strength in the prior art as pull bar; as steel strand, high-tensile steel wires, high-strength deformed steel bar muscle etc.; its shortcoming is: the anti-corrosion protection of steel makes that the anchoring engineering workload is big, consumptive material is many, construction is complicated; and the quality of steel is big; make, transport and install difficulty, " cold short " phenomenon takes place in steel easily under cryogenic conditions on the other hand.
Summary of the invention
The utility model is exactly a kind of corrosion resistant fiber anchor pole of inventing for the shortcoming that overcomes above-mentioned prior art.
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of resin and fiber.
Wherein fiber can be wherein one or both mixture in glass fiber, carbon fiber, the aramid fiber or three kinds mixture.
What wherein resin can be in epoxy resin, unsaturated polyester resin, the vinylite is wherein a kind of.
Wherein the body of rod can be pultrusion type, Weaving type, rope type.
The pultrusion type is that continuous tow with the impregnating resin glue is under the effect of tractive force, by the extrusion die moulding, solidify and form.
Weaving type is to be woven into the plait shape after utilizing braider with the fiber bundle impregnation to form through curing.
The rope type is with the fiber bundle impregnation, makes cord-like curing through ropework and forms.
Advantage of the present utility model is the tensile strength height, and corrosion resistance is good, and proportion is less, has reduced cost of transportation, has good elastic performance, and is fire-retardant, antistatic, can not produce spark with metal bump, and has good designability, easy construction.
The specific embodiment
Below by specific embodiment the utility model is described further
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of resin and high strength glass fiber.It can obtain by the following mode of production: the high strength glass fiber bundle is fed continuously by the sand frame, process vinylite glue groove is with fiber impregnation, and mix an amount of assistant, enter preforming mould then, unnecessary resin and bubble are discharged, enter shaping mould gel, curing again, the goods after the curing are continuously extracted from mould by tractor, at last by the cutting off machine customized cut-off.
Embodiment 2
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of resin and high-strength carbon fiber.It can obtain by the following mode of production: the high-strength carbon fiber bundle is fed continuously by the sand frame, process vinylite glue groove is with fiber impregnation, and mix an amount of assistant, enter preforming mould then, unnecessary resin and bubble are discharged, enter braider again and be woven into the plait shape after with the fiber bundle impregnation and solidify, the goods after the curing are by the cutting off machine customized cut-off.
Embodiment 3
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of resin and high strength aramid fiber.It can obtain by the following mode of production: high strength aramid fiber bundle is fed continuously by the sand frame, process epoxide-resin glue groove is with fiber impregnation, and mix an amount of assistant, enter preforming mould then, unnecessary resin and bubble are discharged, with the fiber bundle impregnation, make cord-like and curing through ropework again, the goods after the curing are by the cutting off machine customized cut-off.
Embodiment 4
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of resin and high strength glass fiber.It can obtain by the following mode of production: the high strength glass fiber bundle is fed continuously by the sand frame, process unsaturated polyester resin glue groove is with fiber impregnation, and mix an amount of assistant, enter preforming mould then, unnecessary resin and bubble are discharged, enter shaping mould gel, curing again, the goods after the curing are continuously extracted from mould by tractor, at last by the cutting off machine customized cut-off.
Embodiment 5
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high-strength carbon fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 1.
Embodiment 6
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 1.
Embodiment 7
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high-strength carbon fiber bundle.Its mode of production is identical with embodiment 1.
Embodiment 8
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high-strength carbon fiber bundle.Its mode of production is identical with embodiment 2.
Embodiment 9
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high-strength carbon fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 2.
Embodiment 10
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 2.
Embodiment 11
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 3.
Embodiment 12
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high-strength carbon fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 3.
Embodiment 13
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high-strength carbon fiber bundle.Its mode of production is identical with embodiment 3.
Embodiment 14
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high-strength carbon fiber bundle.Its mode of production is identical with embodiment 4.
Embodiment 15
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high-strength carbon fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 4.
Embodiment 16
Corrosion resistant fiber anchor pole of the present utility model is solid construction, and the body of rod is the bonding integrated member that forms of mixture of resin and high strength aramid fiber bundle and high strength glass fiber bundle.Its mode of production is identical with embodiment 4.
Claims (4)
1. a corrosion resistant fiber anchor pole is solid construction, and it is characterized by the body of rod is the bonding integrated member that forms of resin and fiber.
2. corrosion resistant fiber anchor pole according to claim 1 is characterized by described fiber and can be wherein one or both mixture in glass fiber, carbon fiber, the aramid fiber or three kinds mixture.
3. corrosion resistant fiber anchor pole according to claim 1 and 2 is characterized by wherein a kind of that described resin can be in epoxy resin, unsaturated polyester resin, the vinylite.
4. corrosion resistant fiber anchor pole according to claim 1 is characterized by the body of rod and can be pultrusion type, Weaving type, rope type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200793244U CN201043272Y (en) | 2007-04-26 | 2007-04-26 | Corrosion resistant fibre anchor stock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200793244U CN201043272Y (en) | 2007-04-26 | 2007-04-26 | Corrosion resistant fibre anchor stock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201043272Y true CN201043272Y (en) | 2008-04-02 |
Family
ID=39258164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200793244U Expired - Fee Related CN201043272Y (en) | 2007-04-26 | 2007-04-26 | Corrosion resistant fibre anchor stock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201043272Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121200A (en) * | 2010-12-21 | 2011-07-13 | 哈尔滨工业大学 | Composite rope and application thereof in inflating expandable rigidizing tubular structure |
| CN108518236A (en) * | 2018-04-11 | 2018-09-11 | 郭士松 | A kind of Support System in Soft Rock Tunnels face advance core consolidation grouting anchor pole material |
| CN111101988A (en) * | 2020-02-17 | 2020-05-05 | 天地科技股份有限公司 | Anchor rod cable support system and method for coal mine impact mine pressure or large deformation roadway |
-
2007
- 2007-04-26 CN CNU2007200793244U patent/CN201043272Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121200A (en) * | 2010-12-21 | 2011-07-13 | 哈尔滨工业大学 | Composite rope and application thereof in inflating expandable rigidizing tubular structure |
| CN108518236A (en) * | 2018-04-11 | 2018-09-11 | 郭士松 | A kind of Support System in Soft Rock Tunnels face advance core consolidation grouting anchor pole material |
| CN111101988A (en) * | 2020-02-17 | 2020-05-05 | 天地科技股份有限公司 | Anchor rod cable support system and method for coal mine impact mine pressure or large deformation roadway |
| CN111101988B (en) * | 2020-02-17 | 2021-05-14 | 天地科技股份有限公司 | Anchor rod cable support system and method for coal mine impact mine pressure or large deformation roadway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080402 Termination date: 20100426 |