CN203685241U - Anti-tearing anchor cable - Google Patents

Anti-tearing anchor cable Download PDF

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Publication number
CN203685241U
CN203685241U CN201420030950.4U CN201420030950U CN203685241U CN 203685241 U CN203685241 U CN 203685241U CN 201420030950 U CN201420030950 U CN 201420030950U CN 203685241 U CN203685241 U CN 203685241U
Authority
CN
China
Prior art keywords
anchor cable
hole
country rock
angle
groove
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 - Fee Related
Application number
CN201420030950.4U
Other languages
Chinese (zh)
Inventor
李树刚
成小雨
刘超
林海飞
成连华
潘宏宇
肖鹏
杨守国
刘纪坤
邢立杰
宋爽
任金虎
王辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian University of Science and Technology
Original Assignee
Xian University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xian University of Science and Technology filed Critical Xian University of Science and Technology
Priority to CN201420030950.4U priority Critical patent/CN203685241U/en
Application granted granted Critical
Publication of CN203685241U publication Critical patent/CN203685241U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses an anti-tearing anchor cable. The anti-tearing anchor cable comprises an anchor cable body and an anchor cable cushion plate tightly attached to the outer wall of a wall rock. The anchor cable cushion plate is wedged. A groove is formed in the center of the upper end face or the lower end face of one end, back on to the wall rock, of the anchor cable cushion plate. An anchor cable tray is connected in the groove in a clamping-connecting mode. A first through hole is formed in the position, in the geometric center of the groove, of the anchor cable cushion plate and is perpendicular to the groove surface, and the anchor cable body can penetrate through the first through hole. A second through hole is formed in the geometric center of the anchor cable tray and is communicated with the first through hole. The anchor cable body can penetrate through the second through hole. The anchor cable body sequentially penetrates through the second through hole and the first through hole and then penetrates into the wall rock aslant. An anchor device used for anchoring the anchor cable body on the anchor cable tray is connected at the portion, exposed out of the second through hole, of the anchor cable body. The anti-tearing anchor cable is simple in structure, installation requirements of anchor cables of different inclination angles can be met, fracture failure of the anchor cable body is effectively avoided, implement cost is low, and the application range is wide.

Description

A kind of tear-proof anchor cable
Technical field
The utility model relates to a kind of anchor cable, especially relates to a kind of tear-proof anchor cable.
Background technology
Along with the continuous increase of the coal mining degree of depth, under high tectonic stress and complex geological condition, roadway surrounding rock often shows the feature of large deformation and difficult supporting, in order to ensure the reliability of supporting, sometimes needs to install the anchor cable having compared with high inclination-angle.But owing to being subject to the impact of high inclination-angle, the prestressed stretching process of anchor cable is more difficult, bring inconvenience to the construction of anchor cable; And, owing to being bending structure with the contact position of country rock wall on anchor cable, be subject to the superposition of higher shearing, torsion and pulling force, high tectonic stress, press or the disturbing influence of digging stress under, very easily there is disrumpent feelings inefficacy.Therefore, be necessary traditional cable bolting structure to improve, improve the supporting effectiveness of anchor cable, strengthen the stability of roadway surrounding rock, thereby provide powerful guarantee for the safety in production of mine.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of tear-proof anchor cable is provided, it is simple in structure, reasonable in design, can meet the installation requirement of different angle anchor cable, effectively avoid the generation of anchor cable fracture failure phenomenon, realized cost low, applied range.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of tear-proof anchor cable, it is characterized in that: comprise anchor cable and be close to the anchor cable backing plate that country rock outer wall arranges, described anchor cable backing plate be shaped as wedge shape, described anchor cable backing plate dorsad on the upper surface, one end of country rock outer wall or on lower surface center position be provided with groove, in described groove, engagement connection has anchor cable pallet, the geometric center position that is positioned at described groove on described anchor cable backing plate has the first through hole perpendicular with described groove surface and that pass for anchor cable, the geometric center position of described anchor cable pallet has the second through hole that is connected with described the first through hole and passes for anchor cable, described anchor cable also tilts to penetrate in country rock through described the second through hole and the first through hole successively, be exposed at outward on one section of anchor cable of described the second through hole outside and be connected with for anchor cable being anchored to the ground tackle on anchor cable pallet.
Above-mentioned a kind of tear-proof anchor cable, is characterized in that: described anchor cable tilts up or down 0 °~60 ° and penetrates in country rock.
Above-mentioned a kind of tear-proof anchor cable, is characterized in that: described anchor cable backing plate is close to one end end face of country rock outer wall and is equated with the acclivitous angle of anchor cable with the angle of the angle that the lower surface, one end of country rock outer wall is dorsad.
Above-mentioned a kind of tear-proof anchor cable, is characterized in that: described anchor cable backing plate is close to one end end face of country rock outer wall angle downward-sloping with anchor cable with the angle of the angle that the upper surface, one end of country rock outer wall is dorsad and is equated.
The utility model compared with prior art has the following advantages:
1, the utility model is simple in structure, reasonable in design, and it is convenient to realize.
2, the utility model is close to the angle of one end end face of country rock outer wall and the angle that one end end face of country rock outer wall is dorsad by adjusting anchor cable backing plate, can meet the installation requirement of different angle anchor cable, is particularly useful for compared with the installation of high inclination-angle anchor cable.
3, the utility model can ensure that anchor cable total length is linear state, there is not any bending phenomenon, reduce the stress concentration point of anchor cable, the anchor cable that can effectively reduce larger setting angle high tectonic stress, press or digging stress condition under, on anchor cable, be subject to shearing, torsion and pulling force superposition with country rock wall contact position and phenomenon that disrumpent feelings inefficacy occurs occurs.
4, of the present utility model to realize cost low, practical, can be widely used in the supporting field in the engineerings such as mine engineering, underground construction and tunnel.
In sum, the utility model is simple in structure, reasonable in design, can meet the installation requirement of different angle anchor cable, has effectively avoided the generation of anchor cable fracture failure phenomenon, realizes cost low, applied range.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is the use view of the utility model embodiment 1.
Fig. 2 is the structural representation of the utility model embodiment 1 stream line backing plate.
Fig. 3 is the use view of the utility model embodiment 2.
Fig. 4 is the structural representation of the utility model embodiment 2 stream line backing plates.
Description of reference numerals:
1-anchor cable; 2-anchor cable backing plate; 3-anchor cable pallet;
4-ground tackle; 5-country rock; 6-groove;
The 7-the first through hole.
Detailed description of the invention
Embodiment 1
As depicted in figs. 1 and 2, the utility model comprises anchor cable 1 and is close to the anchor cable backing plate 2 that country rock 5 outer walls arrange, described anchor cable backing plate 2 be shaped as wedge shape, described anchor cable backing plate 2 dorsad on the lower surface, one end of country rock 5 outer walls center position be provided with groove 6, in described groove 6, engagement connection has anchor cable pallet 3, the geometric center position that is positioned at described groove 6 on described anchor cable backing plate 2 has and 6 the first through holes 7 perpendicular and that pass for anchor cable 1 of described groove, the geometric center position of described anchor cable pallet 3 has the second through hole that is connected with described the first through hole 7 and passes for anchor cable 1, described anchor cable 1 also tilts to penetrate in country rock 5 through described the second through hole and the first through hole 7 successively, be exposed at outward on one section of anchor cable 1 of described the second through hole outside and be connected with for anchor cable 1 being anchored to the ground tackle 4 on anchor cable pallet 3.
As depicted in figs. 1 and 2, in the present embodiment, described anchor cable 1 is inclined upwardly 0 °~60 ° and penetrates in country rock 5.Described anchor cable backing plate 2 is close to one end end face of country rock 5 outer walls and is equated with the acclivitous angle of anchor cable 1 with the angle of the angle that the lower surface, one end of country rock 5 outer walls is dorsad, can ensure that anchor cable 1 linear state tilts to penetrate in country rock 5, there is not any bending phenomenon, reduce the stress concentration point of anchor cable 1, effectively avoided the generation of anchor cable 1 fracture failure phenomenon.
Embodiment 2
As shown in Figure 3 and Figure 4, the present embodiment is as different from Example 1: described anchor cable backing plate 2 dorsad on the upper surface, one end of country rock 5 outer walls center position be provided with groove 6, downward-sloping 0 °~60 ° of described anchor cable 1 penetrates in country rock 5, and described anchor cable backing plate 2 is close to one end end face of country rock 5 outer walls angle downward-sloping with anchor cable 1 with the angle of the angle that the upper surface, one end of country rock 5 outer walls is dorsad and is equated.All the other structures are all identical with embodiment 1.
When concrete enforcement, described anchor cable 1, anchor cable backing plate 2, anchor cable pallet 3 and ground tackle 4 all adopt the steel with high strength and high rigidity to make.
When the utility model uses, first, in the boring of the anchorage cable design installation site on country rock 5 surfaces, according to anchor cable, 1 inclination penetrates the angle of inclination in country rock 5 to inclination angle, the degree of depth and the diameter in hole, length and the diameter of anchor cable 1 determined; Then, anchor cable 1 use resin anchoring agent is anchored in hole, partial-length is reserved in outside hole; Again prefabricated anchor cable backing plate 2, anchor cable pallet 3 and ground tackle 4 are sleeved on to the exposed parts of anchor cable 1 successively, and anchor cable pallet 3 is installed in the groove 6 of anchor cable backing plate 2; Finally be stretched to the pretightning force of regulation.This anchor cable can ensure that anchor cable 1 total length is linear state, and is not subject to anchor cable 1 to tilt to penetrate the constraint at the angle of inclination in country rock 5, has reduced the stress concentration point of anchor cable 1, has effectively avoided the generation of anchor cable 1 fracture failure phenomenon.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.

Claims (4)

1. a tear-proof anchor cable, it is characterized in that: comprise anchor cable (1) and be close to the anchor cable backing plate (2) that country rock (5) outer wall arranges, described anchor cable backing plate (2) be shaped as wedge shape, described anchor cable backing plate (2) dorsad on the upper surface, one end of country rock (5) outer wall or on lower surface center position be provided with groove (6), in described groove (6), engagement connection has anchor cable pallet (3), the geometric center position that is positioned at described groove (6) on described anchor cable backing plate (2) has the first through hole (7) perpendicular with described groove (6) face and that pass for anchor cable (1), the geometric center position of described anchor cable pallet (3) has the second through hole that is connected with described the first through hole (7) and passes for anchor cable (1), described anchor cable (1) also tilts to penetrate in country rock (5) through described the second through hole and the first through hole (7) successively, be exposed at outward on one section of anchor cable (1) of described the second through hole outside and be connected with for anchor cable (1) being anchored to the ground tackle (4) on anchor cable pallet (3).
2. according to a kind of tear-proof anchor cable claimed in claim 1, it is characterized in that: described anchor cable (1) tilts up or down 0 °~60 ° and penetrates in country rock (5).
3. according to a kind of tear-proof anchor cable claimed in claim 2, it is characterized in that: described anchor cable backing plate (2) is close to one end end face of country rock (5) outer wall and is equated with the acclivitous angle of anchor cable (1) with the angle of the angle that the lower surface, one end of country rock (5) outer wall is dorsad.
4. according to a kind of tear-proof anchor cable claimed in claim 2, it is characterized in that: described anchor cable backing plate (2) is close to one end end face of country rock (5) outer wall angle downward-sloping with anchor cable (1) with the angle of the angle that the upper surface, one end of country rock (5) outer wall is dorsad and is equated.
CN201420030950.4U 2014-01-17 2014-01-17 Anti-tearing anchor cable Expired - Fee Related CN203685241U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420030950.4U CN203685241U (en) 2014-01-17 2014-01-17 Anti-tearing anchor cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420030950.4U CN203685241U (en) 2014-01-17 2014-01-17 Anti-tearing anchor cable

Publications (1)

Publication Number Publication Date
CN203685241U true CN203685241U (en) 2014-07-02

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ID=51007159

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420030950.4U Expired - Fee Related CN203685241U (en) 2014-01-17 2014-01-17 Anti-tearing anchor cable

Country Status (1)

Country Link
CN (1) CN203685241U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107559029A (en) * 2017-09-30 2018-01-09 徐州众工精密模锻有限公司 A kind of inclined-plane anchor rod pallet board
CN108442427A (en) * 2018-05-02 2018-08-24 中国十七冶集团有限公司 A kind of bracing means for preventing diaphram wall from settling

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107559029A (en) * 2017-09-30 2018-01-09 徐州众工精密模锻有限公司 A kind of inclined-plane anchor rod pallet board
CN108442427A (en) * 2018-05-02 2018-08-24 中国十七冶集团有限公司 A kind of bracing means for preventing diaphram wall from settling

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Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140702

Termination date: 20150117

EXPY Termination of patent right or utility model