CN101078350A - High-strength integral composite material anchor shaft - Google Patents

High-strength integral composite material anchor shaft Download PDF

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Publication number
CN101078350A
CN101078350A CN 200710062248 CN200710062248A CN101078350A CN 101078350 A CN101078350 A CN 101078350A CN 200710062248 CN200710062248 CN 200710062248 CN 200710062248 A CN200710062248 A CN 200710062248A CN 101078350 A CN101078350 A CN 101078350A
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CN
China
Prior art keywords
nut
composite material
rod
styrene
cobalt green
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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
Application number
CN 200710062248
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Chinese (zh)
Inventor
秦斌青
郭勇义
崔小朝
侯水云
王维虎
王万冬
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Shanxi Coking Coal Group Co Ltd
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Shanxi Coking Coal Group Co Ltd
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Publication date
Application filed by Shanxi Coking Coal Group Co Ltd filed Critical Shanxi Coking Coal Group Co Ltd
Priority to CN 200710062248 priority Critical patent/CN101078350A/en
Publication of CN101078350A publication Critical patent/CN101078350A/en
Pending legal-status Critical Current

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Abstract

The invention relates to an integrated composite anchor with high intensity, which solves the problem that because in prior composite anchor the bar is connected with the nut in screw thread fit with partial structure and the prescription of composite is not reasonable, the intensity of anchor is bad and it is broken at the connection position of screw thread by shear force or the nut is cracked in ring direction. It comprises composite bar body with screw thread, nut and pallet. The nut is molded to form at the end of bar directly. The composite constituting nut comprises 35%-42% of short glass fiber by wt, 30%-35% of 191# or 196# resin by wt, 2%-4% of methyl ethyl copper peroxide by wt, 3%-7% of isooctanoic cobalt styrene, 15%-20% of calcium carbonate by wt, 6%-12% of aluminum hydroxide by wt and 2%-6% of antistatic agent by wt. the invention can improve the intensity of composite anchor greatly. By using test for a long time, phenomena of shear breaking at the connection position of screw thread or ring crack of nut does not appear in the composite anchor.

Description

High-strength integral composite material anchor shaft
Technical field
The present invention relates to be used for the suspension device of mine working, highway, railway tunnel and slope retaining---anchor pole, be specially a kind of high-strength integral composite material anchor shaft.
Background technology
Anchor pole is the supporting articles for use of a kind of mine working, highway, railway tunnel and side slope, the anchor pole material of Shi Yonging mainly is wooden, bamboo matter and steel etc. in the past, though wooden or bamboo made anchor rod is in light weight, cost is low, the low supporting effect of intensity is poor, apt to rot, application life is short; Though steel anchor pole intensity height, supporting effect are better, but also there are two big defectives in the steel anchor pole, promptly very easily corroded and reduce intensity and, cause the local gas blast because of coal-winning machine cut and anchor pole collision produce spark, bring potential safety hazard for the mining production operation.
From the nineties beginning in last century, developed multiple composite material anchor shaft in succession, wherein glass fibre reinforced plastics rockbolts is in light weight because of it, cost is low, corrosion-resistant, the life-span long, characteristics such as safe in utilization and easy for installation, having begun to replace gradually the uses on mine working, highway, railway tunnel and side slope such as conventional metals anchor pole and bamboo and wood matter anchor pole, is the developing direction of present bolt support articles for use.
Existing composite material anchor shaft and steel anchor structure are similar, are made up of the threaded composite material body of rod, nut and pallet.Composite material adopts glass fiber reinforced plastic mostly.Be the split-type structural of threaded engagement between the body of rod of existing composite material anchor shaft and the nut, during use supporting plate be placed on the body of rod, again nut is twisted in body of rod lower end; Because the screw thread between the body of rod and the nut is the coarse-pitch thread that forms in the composite material forming process, or is the threaded engagement tension, nut can't be screwed on, or is that Screw Thread Fit Clearance is excessive, causes the shear failure of screw thread junction, forms nut and threads off; Simultaneously, because the prescription of composite material is unreasonable, the body of rod particularly tension, the torsional strength of nut itself is lower, often causes the nut hoop to ftracture.Adopted some improving technologies to overcome above-mentioned defective at present: 1, to reprocess screw thread in the body of rod appearance of coarse-pitch thread, as through the body of rod appearance reshaping screw thread of secondary mould pressing at coarse-pitch thread, but differ because of two kinds of material properties so again, bonding interface is unreliable, tension, torsional strength still are difficult to be up to state standards, and complex process, processing cost height, and the mold pressing external screw thread is second-rate, still has above-mentioned nut and the threaded engagement problem between the body of rod.2, on the coarse-pitch thread body of rod, overlap metal tube, outside metal tube, reprocess screw thread; But so not only complex process, processing cost height, and coal-winning machine cut tool and the easy spark that produces of anchor pole collision cause the local gas blast.
Summary of the invention
The present invention for solve existing composite material anchor shaft because of poor between the body of rod and the nut for the unreasonable anchor rod strength that causes of the prescription of the split-type structural of threaded engagement, composite material, often shear failure of screw thread junction or nut hoop problems of crack take place, a kind of high-strength integral composite material anchor shaft is provided.
The present invention adopts following technical scheme to realize: high-strength integral composite material anchor shaft, to form by the threaded composite material body of rod, nut and pallet, and the direct compression molding of nut is in the end of the body of rod; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%-42%, 191# or 196# resin 30%-35%, peroxidating first and second bronze medals (as curing compound) 2%-4%, different cobalt green styrene (as accelerator) 3%-7%, calcium carbonate (as filler) 15%-20%, aluminium hydroxide (as fire retardant) 6%-12%, antistatic additive 2%-6%.Wherein, different cobalt green styrene is that different cobalt green is with the solution of arbitrary proportion in styrene.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 50%-57%, short glass fiber 5%-10%, 191# or 196# resin 25%-35%, peroxidating first and second bronze medals (as curing compound) 1%-2%, different cobalt green styrene (as accelerator) 2%-3%, aluminium hydroxide (as fire retardant) 3%-6%, antistatic additive 2%-6%.
During manufacturing, make body of rod composite material with raw material existing or of the present invention, proportioning, carry out body of rod moulding with prior art, be about to the nib that composite material passes existing pultrusion mould, make cross section and the surperficial body of rod that coarse-pitch thread arranged identical with the nib shape, length is blocked in accordance with regulations, makes the composite material body of rod.Make the composite material of nut with above-mentioned raw material, proportioning, with the direct compression molding of nut in the end of the body of rod, thereby make the anchor pole of the body of rod and nut one.With the NUT FORMING DIES of composite material molded be that those skilled in the art realize easily in body of rod end.
The present invention in structure design and the nut of optimization and the composite-material formula of the body of rod of the end of the body of rod, has greatly improved the intensity of composite material anchor shaft by the direct compression molding of nut.Through long service test, shear failure of screw thread junction or nut hoop cracking phenomena do not take place in this composite material anchor shaft.Composite material anchor shaft of the present invention has the product strength height, manufacture craft is simple, safe and reliable and low cost and other advantages, and wide application prospect is arranged.
Description of drawings
Fig. 1 is the structural representation of high-strength integral composite material anchor shaft of the present invention;
Fig. 2 is the user mode figure of anchor pole;
The specific embodiment
Embodiment 1
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 4%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 20%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 2%.Wherein, different cobalt green styrene be different cobalt green with the solution of arbitrary proportion in styrene, as adopt the styrene solution of 50% different cobalt green.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 50%, short glass fiber 10%, 191# or 196# resin 25%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 3%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 5%.
During manufacturing, make body of rod composite material with raw material existing or of the present invention, proportioning, carry out body of rod moulding with prior art, be about to the nib that composite material passes existing pultrusion mould, make cross section and the surperficial body of rod that coarse-pitch thread arranged identical with the nib shape, length is blocked in accordance with regulations, makes the composite material body of rod.Make the composite material of nut with above-mentioned raw material, proportioning, with the direct compression molding of nut in the end of the body of rod, thereby make the anchor pole of the body of rod and nut one.
Embodiment 2
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 42%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 15%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 2%.Wherein, different cobalt green styrene be different cobalt green with the solution of arbitrary proportion in styrene, as adopt the styrene solution of 30% different cobalt green.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 53%, short glass fiber 5%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 4%, antistatic additive 4%.
Manufacture method is with embodiment 1.
Embodiment 3
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%, 191# or 196# resin 35%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 16%, aluminium hydroxide (as fire retardant) 7%, antistatic additive 2%.Wherein, different cobalt green styrene be different cobalt green with the solution of arbitrary proportion in styrene, as adopt the styrene solution of 60% different cobalt green.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 57%, short glass fiber 8%, 191# or 196# resin 27%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 3%, antistatic additive 2%.
Manufacture method is with embodiment 1.
Embodiment 4
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 15%, aluminium hydroxide (as fire retardant) 12%, antistatic additive 3%.Wherein, different cobalt green styrene be different cobalt green with the solution of arbitrary proportion in styrene, as adopt the styrene solution of 80% different cobalt green.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 55%, short glass fiber 8%, 191# or 196# resin 26%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 5%, antistatic additive 3%.
Manufacture method is with embodiment 1.
Embodiment 5
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 37%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 16%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 6%.Wherein, different cobalt green styrene be different cobalt green with the solution of arbitrary proportion in styrene, as adopt the styrene solution of 50% different cobalt green.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 50%, short glass fiber 7%, 191# or 196# resin 35%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 3%, antistatic additive 2%.
Manufacture method is with embodiment 1.
Embodiment 6
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%, 191# or 196# resin 33%, peroxidating first and second bronze medals (as curing compound) 3%, different cobalt green styrene (as accelerator) 3%, calcium carbonate (as filler) 15%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 5%.Wherein, different cobalt green styrene is that different cobalt green is with the solution of arbitrary proportion in styrene.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 50%, short glass fiber 5%, 191# or 196# resin 33%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 3%, antistatic additive 6%.
Manufacture method is with embodiment 1.
Embodiment 7
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 40%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 5%, calcium carbonate (as filler) 15%, aluminium hydroxide (as fire retardant) 6%, antistatic additive 2%.Wherein, different cobalt green styrene is that different cobalt green is with the solution of arbitrary proportion in styrene.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 52%, short glass fiber 5%, 191# or 196# resin 32%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 3%, antistatic additive 5%.
Manufacture method is with embodiment 1.
Embodiment 8
High-strength integral composite material anchor shaft is made up of the threaded composite material body of rod 1, nut 2 and pallet 3, and nut 2 direct compression moldings are in the end of the body of rod 1; The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 2%, different cobalt green styrene (as accelerator) 7%, calcium carbonate (as filler) 15%, aluminium hydroxide (as fire retardant) 9%, antistatic additive 2%.Wherein, different cobalt green styrene is that different cobalt green is with the solution of arbitrary proportion in styrene.
For further improving the intensity of anchor pole, the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 56%, short glass fiber 5%, 191# or 196# resin 30%, peroxidating first and second bronze medals (as curing compound) 1%, different cobalt green styrene (as accelerator) 2%, aluminium hydroxide (as fire retardant) 3%, antistatic additive 3%.
Manufacture method is with embodiment 1.

Claims (2)

1, a kind of high-strength integral composite material anchor shaft is made up of the threaded composite material body of rod (1), nut (2) and pallet (3), it is characterized by: the direct compression molding of nut (2) is in the end of the body of rod (1); The composite material that constitutes nut is to constitute with following raw materials by weight percent: short glass fiber 35%-42%, 191# or 196# resin 30%-35%, the peroxidating first and second bronze medal 2%-4%, different cobalt green styrene 3%-7%, calcium carbonate 15%-20%, aluminium hydroxide 6%-12%, antistatic additive 2%-6%.
2, high-strength integral composite material anchor shaft as claimed in claim 1, it is characterized by: the composite material that constitutes the body of rod is to constitute with following raw materials by weight percent: continuous glass fibre bundle 50%-57%, short glass fiber 5%-10%, 191# or 196# resin 25%-35%, the peroxidating first and second bronze medal 1%-2%, different cobalt green styrene 2%-3%, aluminium hydroxide 3%-6%, antistatic additive 2%-6%.
CN 200710062248 2007-06-30 2007-06-30 High-strength integral composite material anchor shaft Pending CN101078350A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 200710062248 CN101078350A (en) 2007-06-30 2007-06-30 High-strength integral composite material anchor shaft

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Application Number Priority Date Filing Date Title
CN 200710062248 CN101078350A (en) 2007-06-30 2007-06-30 High-strength integral composite material anchor shaft

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CN101078350A true CN101078350A (en) 2007-11-28

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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102205649A (en) * 2011-01-22 2011-10-05 中国矿业大学 Method for producing glass fiber reinforced plastic anchor pole
CN101747599B (en) * 2008-12-16 2011-12-14 金发科技股份有限公司 Antistatic modified polyester and method for preparing same
CN103132514A (en) * 2011-11-30 2013-06-05 兰州大学 Detent type anchor rod
CN103543160A (en) * 2013-09-26 2014-01-29 瑛岛金属(天津)有限公司 Thread defect detection method
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
CN103911014A (en) * 2014-03-19 2014-07-09 淮南市金德实业有限公司 Reflection-type glass fiber reinforced plastic anchor pole pallet and production method thereof
CN103937281A (en) * 2014-03-19 2014-07-23 淮南市金德实业有限公司 Reflective glass fiber reinforced plastic and its preparation method
CN104761880A (en) * 2015-03-17 2015-07-08 哈尔滨工程大学 Short-fiber-reinforced pultrusion composite material solar energy assembly frame and preparation method thereof
CN111810208A (en) * 2020-07-22 2020-10-23 国电大渡河流域水电开发有限公司 Anchor rod and manufacturing method thereof
CN111963225A (en) * 2020-08-13 2020-11-20 广州创易岩土工程有限公司 Non-dismantling glass fiber reinforced plastic anchor rod and construction method thereof
CN113103619A (en) * 2021-04-12 2021-07-13 江苏集萃碳纤维及复合材料应用技术研究院有限公司 Method for forming carbon fiber composite part with larger axial-diameter ratio

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101747599B (en) * 2008-12-16 2011-12-14 金发科技股份有限公司 Antistatic modified polyester and method for preparing same
CN102205649A (en) * 2011-01-22 2011-10-05 中国矿业大学 Method for producing glass fiber reinforced plastic anchor pole
CN102205649B (en) * 2011-01-22 2013-04-03 中国矿业大学 Method for producing glass fiber reinforced plastic anchor pole
CN103132514B (en) * 2011-11-30 2015-07-15 兰州大学 Detent type anchor rod
CN103132514A (en) * 2011-11-30 2013-06-05 兰州大学 Detent type anchor rod
CN103543160A (en) * 2013-09-26 2014-01-29 瑛岛金属(天津)有限公司 Thread defect detection method
CN103911014A (en) * 2014-03-19 2014-07-09 淮南市金德实业有限公司 Reflection-type glass fiber reinforced plastic anchor pole pallet and production method thereof
CN103937281A (en) * 2014-03-19 2014-07-23 淮南市金德实业有限公司 Reflective glass fiber reinforced plastic and its preparation method
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
CN104761880A (en) * 2015-03-17 2015-07-08 哈尔滨工程大学 Short-fiber-reinforced pultrusion composite material solar energy assembly frame and preparation method thereof
CN104761880B (en) * 2015-03-17 2018-01-23 哈尔滨工程大学 Short fiber reinforced pultrusion composite materials solar components frame and preparation method thereof
CN111810208A (en) * 2020-07-22 2020-10-23 国电大渡河流域水电开发有限公司 Anchor rod and manufacturing method thereof
CN111963225A (en) * 2020-08-13 2020-11-20 广州创易岩土工程有限公司 Non-dismantling glass fiber reinforced plastic anchor rod and construction method thereof
CN113103619A (en) * 2021-04-12 2021-07-13 江苏集萃碳纤维及复合材料应用技术研究院有限公司 Method for forming carbon fiber composite part with larger axial-diameter ratio
CN113103619B (en) * 2021-04-12 2022-04-26 江苏集萃碳纤维及复合材料应用技术研究院有限公司 Method for forming carbon fiber composite part with larger axial-diameter ratio

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