CN203583472U - Automatic anchor cable lowering equipment - Google Patents

Automatic anchor cable lowering equipment Download PDF

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Publication number
CN203583472U
CN203583472U CN201320713429.6U CN201320713429U CN203583472U CN 203583472 U CN203583472 U CN 203583472U CN 201320713429 U CN201320713429 U CN 201320713429U CN 203583472 U CN203583472 U CN 203583472U
Authority
CN
China
Prior art keywords
anchor cable
jack
cable lowering
frame
equipment
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.)
Withdrawn - After Issue
Application number
CN201320713429.6U
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Chinese (zh)
Inventor
胡伟麟
邓杰
郭晓
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.)
Sinohydro Bureau 7 Co Ltd
Original Assignee
Sinohydro Bureau 7 Co Ltd
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 Sinohydro Bureau 7 Co Ltd filed Critical Sinohydro Bureau 7 Co Ltd
Priority to CN201320713429.6U priority Critical patent/CN203583472U/en
Application granted granted Critical
Publication of CN203583472U publication Critical patent/CN203583472U/en
Anticipated expiration legal-status Critical
Withdrawn - After Issue legal-status Critical Current

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Abstract

The utility model belongs to the field of engineering construction equipment manufacturing, particularly relates to the field of high-slope prestressed anchor cable construction, and discloses automatic anchor cable lowering equipment. The automatic anchor cable lowering equipment comprises a frame, a movable piston and a jack. The cylinder bottom of the jack is fixed on the frame, the movable piston is connected with a piston rod of the jack, TT-shaped support frames are welded on two sides of the movable piston respectively, inner sides of two legs of each TT-shaped support frame form slideways, and an eccentric shaft is disposed in the corresponding slideways. An eccentric wheel is sleeved on each eccentric shaft. A bottom kerf is arranged between the two TT-shaped support frames and on the surface of the movable piston. The automatic anchor cable lowering equipment has the advantages that the equipment is light in body, flexible to move, simple to mount and debug and applicable to anchor cables of different parts and different specifications and models; by adopting the cable lowering equipment for construction, few auxiliary personnel are needed in the cable lowering process, operation is facilitated, and cable lowering is fast, safe and reliable; the problem that lots of manpower is concentrated for cable lowering in anchor cable lowering construction at present is solved, and cost is low.

Description

Automation lowering anchor cable equipment
Technical field
The utility model belongs to engineering construction manufacturing field of equipment, relates in particular to high slope construction prestressed cable field.
Background technology
Along with sustainable development and the continuous demand to the energy of Chinese national economy, country implements grand strategy to develop western regions, especially " transferring electricity from the west to the east " strategy, for hydroelectric development construction has brought unprecedented good opportunity.The engineering fields such as existing water power, railway and highway are progressively shifted to the dangerously steep high mountain gorge area of physical features by Plain opening, relate to a large amount of high slope cable bolting constructions in engineering construction.
At present, the domestic lowering anchor cable construction methods of concentrating rope under a large amount of manpowers that rely on that adopt more.Adopt the method, can't help needing a large amount of manpower and materials, and lower Suo Sudu is slow, cost is high, security risk is also larger.
Harmonious society advocates " people-oriented ", hommization, mechanized construction have become the most important condition of engineering construction project, therefore, and from safety, economic angle, solve current domestic anchor cable and mostly be the present situation that relies on rope under concentrated a large amount of manpowers, seemed particularly important.
Summary of the invention
Problem to be solved in the utility model provides rope equipment under the fireballing automation of a kind of simple to operate, mobile flexible, lower rope exactly for above deficiency.Its technical scheme is as follows:
It comprises frame, mobile piston and jack, and the cylinder bottom of jack is fixed in frame, and mobile piston is connected with the piston rod of jack; In mobile piston both sides, weld respectively Π shape bracing frame, the bipod inner side of Π shape bracing frame forms chute, inserts eccentric shaft in chute; On eccentric shaft, be inserted in eccentric wheel, on mobile piston surface, between two Π shape bracing frames, be provided with kerve.
Compared with prior art, the beneficial effect the utlity model has is:
This device body is light, and flexibly mobile, Installation and Debugging are simple, are applicable to different parts, different size model anchor cable.Adopt this lower rope equipment construction, lower rope process support staff is few, easy to operate, and lower Suo Sudu is fast, safe and reliable.Solved current lowering anchor cable construction and can only adopt the backward problem of concentrating rope under a large amount of manpowers, cost is low.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the utility model top view;
Fig. 3 is Figure 1A-A sectional view.
The specific embodiment
Referring to Fig. 1-Fig. 3, the utility model comprises frame 1, mobile piston 4 and jack 3, the cylinder bottom of jack 3 is fixed in frame 1, and mobile piston 4 is connected by bolt 12 with the piston rod of jack 3, and ejecting of jack piston rod comes and goes mobile with the drive mobile piston that bounces back along frame; In mobile piston 4 both sides, weld respectively Π shape bracing frame 9, the bipod inner side of Π shape bracing frame 9 forms chute 9.1, inserts eccentric shaft 6 in chute 9.1, and eccentric shaft can move up and down in chute; On eccentric shaft 6, be inserted in eccentric wheel 5, on mobile piston 4 surfaces, between two Π shape bracing frames 9, be provided with kerve 8.
Described eccentric wheel 5 rough surface, half section is arcuate structure.
Different with the ratio of smallest cross-sectional diameter in view of the maximum cross-section diameter of different size model anchor cable, 2~3 axle center holes 7 are set on eccentric wheel and for eccentric shaft 6, pass.
The cross section of described kerve 8 is arcuate structure, forms ellipsoidal structure with eccentric wheel 5 in same cross section.
At chute 9.1 tops, adjusting bolt 10 and adjusting nut 11 are installed, by adjusting bolt, are stretched into the length of chute, control the move up and down scope of eccentric shaft in chute, reach the object of the different size model anchor cable of constructing.
Described jack 3 is connected with electric hydraulic pump 13 by high-pressure oil pipe 14.
Concrete lower rope step is as follows:
Step 1: frame 1 is taken into account to anchor cable placing direction by anchor cable hole hole to direction simultaneously and place, after frame is well placed, for preventing machine frame movement, adopt movable fixedly snap ring 2 that frame is fixed on framed bent steel pipe.
Step 2: adopt connecting bolt 12 to be connected and fixed the cylinder bottom seat of jack 3 and frame 1.Mobile piston 4 adopts connecting bolt 12 to be connected and fixed with the piston rod of jack 3.
Step 3: adopt high-pressure oil pipe 14 that jack 3 is connected with electric hydraulic pump 13, guarantee that electric hydraulic pump can be normally to jack conveying or recovery hydraulic oil.
Step 4: anchor cable is put into fixator kerve 8 along frame axis direction.Anchor head is put into anchor cable hole.
Step 5: eccentric wheel 5 is put between two Π shape bracing frames 9, choose suitable axle center hole 7, eccentric shaft 6 passes from the bipod inner side of the Π shape structure of a side Π shape bracing frame 9, through the axle center hole of choosing, then passes the bipod inner side of the Π shape structure of opposite side Π shape bracing frame 9.
Step 6: according to anchor cable cross-sectional sizes, transfer two adjusting bolts 10 of Π shape bracing frame 9 tops simultaneously, control the moving range of eccentric shaft 6 chute inside Π shape bracing frame 9 Π shape structure bipods.
Step 7: the motor that starts electric hydraulic pump 13, by the hand-operated direction valve commutation oil transportation state of electric hydraulic pump 13, the piston rod of jack 3 ejects forward, promoting mobile piston 4 moves forward along frame 1, mobile piston 4 drives kerve 8 and Π shape bracing frame 9 to move forward, Π shape bracing frame 9 drives eccentric shaft 6 to move forward, eccentric shaft 6 band movable eccentric wheels 5 move forward, thereby make eccentric wheel 5 and anchor cable produce relative motion, because of eccentric wheel rough surface, add eccentric wheel itself and there is constant weight, make to produce frictional force between eccentric wheel and anchor cable, eccentric wheel 5 rotates around eccentric shaft 6 under frictional force effect, cause space between eccentric wheel 5 and kerve 8 to diminish, thereby anchor cable is firmly blocked between eccentric wheel 5 and kerve 8, thereby make anchor cable continuing to eject in anchor cable hole hole and move with jack, send in hole.
Step 8: by the hand-operated direction valve commutation oil return state of electric hydraulic pump 13, the piston rod of jack 3 bounces back backward, pull mobile piston 4 to move backward along frame 1, mobile piston 4 drives kerve 8 and Π shape bracing frame 9 to move backward, Π shape bracing frame 9 drives eccentric shaft 6 to move backward, eccentric shaft 6 band movable eccentric wheels 5 move backward, thereby make eccentric wheel 6 and anchor cable produce relative motion, because of eccentric wheel rough surface, add eccentric wheel itself and there is constant weight, make to produce frictional force between eccentric wheel and anchor cable, eccentric wheel 5 counter-rotates around eccentric shaft 6 under frictional force effect, cause space between eccentric wheel 5 and kerve 8 to become large, anchor cable separates with eccentric wheel 5 and kerve 8, mobile piston 4 while bouncing back with jack piston rod, do not drive anchor cable after move.
Step 9: repeating step 7 and step 8, until whole bundle anchor cable is sent in anchor cable hole.

Claims (6)

1. an automation lowering anchor cable equipment, is characterized in that comprising frame (1), mobile piston (4) and jack (3), and it is upper that the cylinder bottom of jack (3) is fixed on frame (1), and mobile piston (4) is connected with the piston rod of jack (3); In mobile piston (4) both sides, weld respectively Π shape bracing frame (9), the bipod inner side of Π shape bracing frame (9) forms chute (9.1), inserts eccentric shaft (6) in chute (9.1); On eccentric shaft (6), be inserted in eccentric wheel (5), on mobile piston (4) surface, be positioned between two Π shape bracing frames (9) and be provided with kerve (8).
2. automation lowering anchor cable equipment according to claim 1, is characterized in that eccentric wheel (5) rough surface, and half section is arcuate structure.
3. automation lowering anchor cable equipment according to claim 1, is characterized in that arranging 2~3 axle center holes (7) on eccentric wheel and passes for eccentric shafts (6).
4. automation lowering anchor cable equipment according to claim 1, the cross section that it is characterized in that kerve (8) is arcuate structure, forms ellipsoidal structure with eccentric wheel (5) in same cross section.
5. automation lowering anchor cable equipment according to claim 1, is characterized in that installing at chute (9.1) top adjusting bolt (10) and adjusting nut (11).
6. automation lowering anchor cable equipment according to claim 1, is characterized in that jack (3) is connected with electric hydraulic pump (13) by high-pressure oil pipe (14).
CN201320713429.6U 2013-11-12 2013-11-12 Automatic anchor cable lowering equipment Withdrawn - After Issue CN203583472U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320713429.6U CN203583472U (en) 2013-11-12 2013-11-12 Automatic anchor cable lowering equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320713429.6U CN203583472U (en) 2013-11-12 2013-11-12 Automatic anchor cable lowering equipment

Publications (1)

Publication Number Publication Date
CN203583472U true CN203583472U (en) 2014-05-07

Family

ID=50581415

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320713429.6U Withdrawn - After Issue CN203583472U (en) 2013-11-12 2013-11-12 Automatic anchor cable lowering equipment

Country Status (1)

Country Link
CN (1) CN203583472U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541360A (en) * 2013-11-12 2014-01-29 中国水利水电第七工程局有限公司 Automatic anchor cable laying device
CN106437835A (en) * 2016-11-02 2017-02-22 河南理工大学 Device for assisting coal mine roof timbering anchor cable feeding

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103541360A (en) * 2013-11-12 2014-01-29 中国水利水电第七工程局有限公司 Automatic anchor cable laying device
CN103541360B (en) * 2013-11-12 2015-09-30 中国水利水电第七工程局有限公司 Automation lowering anchor cable equipment
CN106437835A (en) * 2016-11-02 2017-02-22 河南理工大学 Device for assisting coal mine roof timbering anchor cable feeding
CN106437835B (en) * 2016-11-02 2018-06-22 河南理工大学 Coal mine roof plate supporting anchorage cable assists feeder

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20140507

Effective date of abandoning: 20150930

RGAV Abandon patent right to avoid regrant