CN101498223A - High-strength pretightening force compressible glass fibre reinforced plastic anchor rod - Google Patents
High-strength pretightening force compressible glass fibre reinforced plastic anchor rod Download PDFInfo
- Publication number
- CN101498223A CN101498223A CNA2009100144026A CN200910014402A CN101498223A CN 101498223 A CN101498223 A CN 101498223A CN A2009100144026 A CNA2009100144026 A CN A2009100144026A CN 200910014402 A CN200910014402 A CN 200910014402A CN 101498223 A CN101498223 A CN 101498223A
- Authority
- CN
- China
- Prior art keywords
- anchor rod
- reinforced plastic
- glass fibre
- fibre reinforced
- strength
- 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
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a high-strength pretightening-force yield anchor rod of glass fiber reinforced plastic, which effectively solves the problems of small tensioning force resistance and poor anchoring effect of the original anchor rod. A metal yield ring is arranged between a nut and a tray on an anchor rod assembly. The front end of the anchor rod of glass fiber reinforced plastic is a flat-annular body, and the diameter of the flat-annular body on the front end of the anchor rod is bigger than that of the tail part of the anchor rod. The anchor rod of glass fiber reinforced plastic is effectively prevented from being broken by over-high stress, and the tail part of the rod body is prevented from being broken by applying pretightening force, thereby the torsional resistance of the anchor rod of glass fiber reinforced plastic is improved.
Description
Technical field:
The invention belongs to the new material applied technical field, a kind of specifically novel mine support material.
Background technology:
At present, used bolt support under the coal mine mainly contains screw thread resin anchor, grouted anchor bar, hydraulic type anchor pole, contract seam formula anchor pole etc., but all exists many shortcomings in various degree, and major part all is to make with metal material.In large-scale comprehensive mining machinery coal mining activity, metal material exists and is difficult for cutting, easily produces spark, causes gas explosion and damages the problems such as adopting cutting knife of combining, and uses glass fibre reinforced plastics rockbolts just can effectively solve the problem that belongs to appearance.But the glass fibre reinforced plastics rockbolts that latest developments are got up also exposes the low defective of elongation per unit length.When press in the tunnel, act on the glass fibre reinforced plastics rockbolts, because of producing bigger stretching resistance, to break extremely easily, the ordinary construction glass fibre reinforced plastics rockbolts dare not be exerted oneself when compressing owing to not antitorque, also just can not produce desirable pretightning force, does not reach good anchoring effect.
Summary of the invention:
The invention provides a kind of high-strength pretightening force compressible glass fibre reinforced plastic anchor rod, solved effectively that anchor pole stretching resistance in the past is little, the problem of anchoring effect difference.
The present invention is achieved in that and metal is installed by pressure ring between nut on the anchor pole assembly and pallet, the glass fibre reinforced plastics rockbolts front end becomes flat rounded body, and the flat rounded body diameter of anchor pole front end is greater than the anchor pole tail diameter, and anchor pole can only slide front and back in pallet, can not rotate.
The invention has the beneficial effects as follows: it is disrumpent feelings effectively to have protected glass fibre reinforced plastics rockbolts to be unlikely to the excessive generation of stress, has avoided causing the breakage of body of rod afterbody because of applying pretightning force, thereby has improved the torsional strength of glass fibre reinforced plastics rockbolts.
Description of drawings
Be described further below in conjunction with accompanying drawing
Fig. 1 is a structural representation of the present invention.
Among the figure 1, the glass fiber reinforced plastic body of rod, 2, pallet, 3, allow pressure ring, 4, nut forms
The specific embodiment
During use, punch with jumbolter earlier, again with in the resin anchoring agent load hole, glass fibre reinforced plastics rockbolts etc. is installed in the back, behind the resin solidification, again tray 2, allow pressure ring 3, nut 4, fastening nut 4 is when anchor pole is stressed in the supporting process, allow pressure ring 3 bear pressure from two ends, when pressure acquires a certain degree constantly, allow pressure ring 3 begin distortion, after producing, moves by pallet 2, also make wall produce compressive stress partially, effectively the cover glass steel anchor rod is unlikely to disrumpent feelings because of the excessive generation of pressure, and anchor pole can only slide front and back in pallet 2, can not rotate; When swivel nut 4 applies bolt pretension, the moment of torsion that the anchor pole front end produces is by allowing pressure ring 3 import pallet 2 into, again by pallet 2 and pass to rib, thereby avoided that pretightning force is excessive to cause the breakage of body of rod afterbody because of nut 4 is applied, improved the torsional strength of glass fibre reinforced plastics rockbolts.
Claims (2)
1, a kind of high-strength pretightening force compressible glass fibre reinforced plastic anchor rod is characterized in that, metal is installed by pressure ring between nut on the anchor pole assembly and pallet, and the glass fibre reinforced plastics rockbolts front end becomes flat rounded body, and the flat rounded body diameter of anchor pole front end is greater than the anchor pole tail diameter.
2, anchor pole according to claim 1 is characterized in that, can only slide front and back in pallet, can not rotate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2009100144026A CN101498223A (en) | 2009-02-12 | 2009-02-12 | High-strength pretightening force compressible glass fibre reinforced plastic anchor rod |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNA2009100144026A CN101498223A (en) | 2009-02-12 | 2009-02-12 | High-strength pretightening force compressible glass fibre reinforced plastic anchor rod |
Publications (1)
Publication Number | Publication Date |
---|---|
CN101498223A true CN101498223A (en) | 2009-08-05 |
Family
ID=40945474
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNA2009100144026A Pending CN101498223A (en) | 2009-02-12 | 2009-02-12 | High-strength pretightening force compressible glass fibre reinforced plastic anchor rod |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101498223A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102286975A (en) * | 2011-07-06 | 2011-12-21 | 武汉大学 | Constant-resistance energy-absorbing anchor rod for strengthening large-deformation rock body |
CN102691513A (en) * | 2012-05-22 | 2012-09-26 | 山东科技大学 | High-strength metal pressure-yielding anchor rod with headed tail |
CN102767386A (en) * | 2012-08-05 | 2012-11-07 | 曹君陟 | Anchor rod scour-prevention yielding component and processing and usage method of component |
CN103046941A (en) * | 2012-12-21 | 2013-04-17 | 中国矿业大学 | Anchor cable yield device capable of realizing working load visualization |
CN103590844A (en) * | 2013-11-13 | 2014-02-19 | 煤炭工业济南设计研究院有限公司 | High pre-stressing force pressure yielding and equalizing coupling anchorage device for soft rock supporting |
CN103867222A (en) * | 2014-03-31 | 2014-06-18 | 晋城宏圣科威矿用材料有限公司 | Pressure transferring type glass fiber reinforced plastic anchor rod |
CN105422151A (en) * | 2015-12-16 | 2016-03-23 | 湖南科技大学 | Extendable energy absorbing type anchoring device |
CN108868853A (en) * | 2018-08-22 | 2018-11-23 | 缪协兴 | One kind allows pressing glass steel anchor pole |
-
2009
- 2009-02-12 CN CNA2009100144026A patent/CN101498223A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102286975A (en) * | 2011-07-06 | 2011-12-21 | 武汉大学 | Constant-resistance energy-absorbing anchor rod for strengthening large-deformation rock body |
CN102286975B (en) * | 2011-07-06 | 2013-03-06 | 武汉大学 | Constant-resistance energy-absorbing anchor rod for strengthening large-deformation rock body |
CN102691513A (en) * | 2012-05-22 | 2012-09-26 | 山东科技大学 | High-strength metal pressure-yielding anchor rod with headed tail |
CN102691513B (en) * | 2012-05-22 | 2015-05-20 | 山东科技大学 | High-strength metal pressure-yielding anchor rod with headed tail |
CN102767386A (en) * | 2012-08-05 | 2012-11-07 | 曹君陟 | Anchor rod scour-prevention yielding component and processing and usage method of component |
CN102767386B (en) * | 2012-08-05 | 2015-12-02 | 曹君陟 | A kind of anchor pole erosion control allow pressure component processing method |
CN103046941A (en) * | 2012-12-21 | 2013-04-17 | 中国矿业大学 | Anchor cable yield device capable of realizing working load visualization |
CN103590844A (en) * | 2013-11-13 | 2014-02-19 | 煤炭工业济南设计研究院有限公司 | High pre-stressing force pressure yielding and equalizing coupling anchorage device for soft rock supporting |
CN103867222A (en) * | 2014-03-31 | 2014-06-18 | 晋城宏圣科威矿用材料有限公司 | Pressure transferring type glass fiber reinforced plastic anchor rod |
CN105422151A (en) * | 2015-12-16 | 2016-03-23 | 湖南科技大学 | Extendable energy absorbing type anchoring device |
CN108868853A (en) * | 2018-08-22 | 2018-11-23 | 缪协兴 | One kind allows pressing glass steel anchor pole |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101498223A (en) | High-strength pretightening force compressible glass fibre reinforced plastic anchor rod | |
CN201347765Y (en) | Yielding anchor cable | |
CN203296794U (en) | Yielding extensible fiber reinforced plastic anchor rod | |
CN103541750A (en) | Alternately-distributed energy-absorbing overlength combined anchor rod for mining and application method | |
CN201344040Y (en) | High-strength pretightening force yielding glass fiber reinforced plastic anchor bar | |
CN207018016U (en) | A kind of new shear anchor arm | |
CN109057842B (en) | Shearing-pulling conversion flexible yielding shearing-resistant anchor rod and construction supporting method thereof | |
CN203905979U (en) | Novel grading yielding anchor rod | |
CN102691513A (en) | High-strength metal pressure-yielding anchor rod with headed tail | |
CN205537379U (en) | Blasting engineering air gap device | |
CN201090226Y (en) | Anchor anti-rift arrangement | |
CN102433879A (en) | Assembling unit for exerting prestress on glass fiber reinforced plastic anchor bolt and using method thereof | |
CN203939513U (en) | Glass fibre reinforced plastics rockbolts supporting and protection structure and glass fibre reinforced plastics rockbolts | |
CN203856489U (en) | Combined energy-releasing anchor rod having characteristics of resilient yielding and large damping | |
CN201212399Y (en) | Fiber-reinforced plastic anchor rod fastening device | |
CN203756205U (en) | Integrated pressure controlling and yielding anchor rod | |
CN201209455Y (en) | Pre-stress flexible anchoring bolt body and the anchor rod | |
CN201810327U (en) | Steel strand anchor rod of extruding anchor with external threads | |
CN202560272U (en) | Flexible anchor pole | |
CN209908543U (en) | Multistage yielding large-deformation anchor rod | |
CN203362194U (en) | Dual-yielding glass reinforced plastic anchor rod directly loading prestress | |
CN204827497U (en) | Visual prestressing force resistance to plucking resin stock | |
CN201377494Y (en) | Conical cap internal expansion flat head bolt | |
CN202628134U (en) | High-strength metallic thick-tail yielding anchor rod | |
CN208830470U (en) | Steel strand prestress flexible draw bar connection structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20090805 |