CN206667064U - A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment - Google Patents

A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment Download PDF

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Publication number
CN206667064U
CN206667064U CN201720280148.4U CN201720280148U CN206667064U CN 206667064 U CN206667064 U CN 206667064U CN 201720280148 U CN201720280148 U CN 201720280148U CN 206667064 U CN206667064 U CN 206667064U
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CN
China
Prior art keywords
chute
welded
sliding rack
trident
pedestal
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Withdrawn - After Issue
Application number
CN201720280148.4U
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Chinese (zh)
Inventor
王涛
韦瑾
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Guizhou University
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Guizhou University
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Priority to CN201720280148.4U priority Critical patent/CN206667064U/en
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Publication of CN206667064U publication Critical patent/CN206667064U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment, fixed chute pedestal, sliding rack and drive gear set, described sliding rack is arranged in the chute of fixed chute pedestal;Described drive gear set is connected with sliding rack, solving traditional Stayed-buckle Cable Forcess adjustment using a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment needs using devices such as jack or hydraulic stems, operate relative complex, and installation process is more, total constructs the problem of also not concise enough.

Description

A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment
Technical field
It the utility model is related to a kind of arch bridge cable-hoisting construction stayed-buckle cable tensioning adjusting apparatus, the cable applied to arch bridge The cable force adjustment of stayed-buckle cable, belongs to equipment for bridge construction in the work progress of rope lifting construction stayed knotting method.
Background technology
The cable-hoisting construction stayed knotting method of arch bridge is the main construction method branch one of arch bridge, and according to statistics, China is existing Construction of Arch Bridges in, about 70% arch bridge uses cable-hoisting construction, and its work progress is first that arch ring burst is prefabricated, using cable The lifting of rope loop wheel machine is in place, and carrying out interim button by stayed-buckle cable hangs, and joins the two sections of a bridge, etc to forming a kind of Arch Bridge Construction side of arch ring to arch rib is caused Method.Arch rib is carried out using stayed-buckle cable during interim button hangs, the rope force value of a knotted rope when installing different arch sections all Difference, so needing to be adjusted the Suo Li of knotted rope, the method for traditional Stayed-buckle Cable Forcess adjustment is by knotted rope anchor cable termination Set jack top pull knotted rope to realize Suo Li adjustment, and adjust cumbersome, the utility model is by adjusting the phase of knotted rope Suo Li adjustment is realized to length, manpower can be used to realize and adjusted, for relatively conventional cable force adjustment method, this practicality New structure is simple, and operation is easy, and cost is cheap, has good promotional value.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope Drawing device, solving traditional Stayed-buckle Cable Forcess adjustment using a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment needs The devices such as jack or hydraulic stem are used, operation is relative complex, and installation process is more, and total construction is also not concise enough Problem.
The technical scheme of offer of the present utility model is opened to provide a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope Drawing device, including:Fixed chute pedestal, sliding rack and drive gear set, described sliding rack are arranged on fixed chute base In the chute of seat;Described drive gear set is connected with sliding rack.
Described fixed chute pedestal includes pedestal bottom plate, floor chute, pedestal riser, roof chute, anchor cable fixing end Sliding rack is arranged on chute by connection ring and stop bit block, described fixed chute pedestal by floor chute and roof chute It is interior.
Described sliding rack includes sliding rack, anchor cable mobile terminal connection ring and stop rod, described sliding rack and Anchor cable mobile terminal connection ring is welded on the termination of two sliding racks, and stop rod is welded on the other end of two sliding racks.
Described drive gear set include fixing bearing, ball bearing, driving gear, driven gear, trident wrench socket, Trident spanner, spanner spreading sleeve, braking screw shell, fixing bearing are welded on pedestal bottom plate, and ball bearing passes through in it Boxing is connected in fixing bearing, and driving gear is welded on the outer shroud of ball bearing, and driving gear passes through both with driven gear The gear teeth, race coupling be connected, trident wrench socket lower end is welded on ball bearing outer shroud side wall, the weldering of trident wrench socket upper end Trident spanner is connect, spanner spreading pullover is welded on the top of three each axle of trident spanner, and braking screw shell passes through screw thread and active Gear fixing bearing is connected, and when braking screw shell moves down, is connected by screw thread with trident spanner.
Compared with the prior art, the effect of the utility model acquirement is:Traditional Stayed-buckle Cable Forcess adjustment is needed using very heavy The device such as top or hydraulic stem, operation is relative complex, and installation process is more, and total construction is also not concise enough, the utility model , can be directly by being manually adjusted to Stayed-buckle Cable Forcess using simple steel construction, the process of adjustment is simple and clear, low cost It is honest and clean, easily realize, and application space is larger, generalization is preferable.
Brief description of the drawings
Fig. 1 is northwest axonometric drawing of the present utility model;
Fig. 2 is left view of the present utility model;
Fig. 3 is northeast axonometric drawing of the present utility model;
In figure:1-1, pedestal bottom plate, 1-2, floor chute, 1-3, pedestal riser, 1-4, roof chute, 1-5, anchor cable are fixed Hold connection ring, 1-6, stop bit block, 2-1, sliding rack, 2-2, anchor cable mobile terminal connection ring, 2-3, stop rod, 3-1, fixing axle Hold, 3-2, ball bearing, 3-3, driving gear, 3-4, driven gear, 3-5, trident wrench socket, 3-6, trident spanner, 3-7, Spanner spreading sleeve, 3-8, braking screw shell.
Embodiment
Below in conjunction with the accompanying drawings and utility model is described further specific embodiment:
A kind of as shown in figure 1, arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment.
Structure composition and connection
With reference to accompanying drawing 1-3, the application utility model is made up of three parts altogether, is respectively:1- fixed chute pedestals, 2- are slided Carry-over bar, 3- drive gear sets.
The thin portion of each several part is formed
(1)Fixed chute pedestal.Fixed chute is formed by high strength low-carbon steel one-step casting, and construction includes 1-1 pedestals bottom Plate, 1-2 floor chutes, 1-3 pedestal risers, 1-4 roof chutes, 1-5 anchor cable fixing end connection rings, 1-6 stop bit blocks.
(2)Slide tensioning rack.Sliding rack is formed by high strength low-carbon steel one-step casting, and construction includes 2-1 slide teeths Bar, 2-2 anchor cables mobile terminal connection ring, 2-3 stop rods.
(3)Drive gear set.Construction includes 3-1 fixing bearings, 3-2 ball bearings, 3-3 driving gears, 3-4 driven tooths Wheel, 3-5 trident wrench sockets, 3-6 trident spanners, 3-7 spanner spreading sleeves, 3-8 braking screw shells.
Each several part connects
(1)Main connection:Sliding rack is limited to by fixed chute pedestal 1 by floor chute 1-2 and roof chute 1-4 In chute, so as to which fixed chute pedestal 1 be connected with sliding tensioning rack 2;Slide tensioning rack 2 and pass through the wheel on sliding rack Tooth is connected with the gear teeth coupling on the gear 3-3 in drive gear set 3, the fixing bearing 3-1 and pedestal bottom plate of driving pulley group 3 1-1 is welded, so as to be connected with fixed chute pedestal 1.
(2)Thin portion connects
Fixed chute pedestal 1:Pedestal bottom plate 1-1, floor chute 1-2, pedestal riser 1-3, roof chute 1-4, anchor cable are solid Fixed end connection ring 1-5 is molded by high strength low-carbon steel one-step casting, and stop bit block 1-6 is welded on roof chute 1-4's Outside.
Slide tensioning rack 2:Anchor cable mobile terminal connection ring 2-2 is welded on two sliding rack 2-1 termination, stop rod 2-3 It is welded on the two sliding rack 2-1 other end.
Drive gear set:Fixing bearing 3-1 is welded on pedestal bottom plate 1-1, and ball bearing 3-2 is welded on by its inner ring On fixing bearing 3-1, driving gear 3-3 is welded on ball bearing 3-2 outer shroud, and driving gear 3-3 leads to driven gear 3-4 The gear teeth, the race coupling for crossing both are connected, and trident wrench socket 3-5 lower ends are welded on ball bearing 3-2 outer shroud side walls, and trident is pulled Trident spanner 3-6 is welded in gloves cylinder 3-5 upper ends, and spanner spreading pullover 3-7 is welded on the top of tri- each axles of trident spanner 3-7, makes Dynamic screw shell 3-8 is connected by screw thread with driving gear fixing bearing 3-1, when braking screw shell 3-8 is moved down, is led to Cross screw thread and be connected with trident spanner 3-6.
Operation principle
The adjustment of Stayed-buckle Cable Forcess is achieved by the adjustment to knotted rope or anchor cable length.Adjusted by rotating trident spanner Section slides the relative position of tensioning rack 2 and fixed chute pedestal 1 to modulate the relative length of anchor cable, so as to realize Suo Li tune System, after knotted rope is adjusted in place, acted on by the inside and outside reverse thread of brake sleeve, by trident spanner anchor extremely in fixing bearing On, so as to realize braking.
The course of work:
The device is arranged on anchor cable, anchor cable fixing end is formed rope sling and is connected with anchor cable fixing end connection ring, blocks The anchor cable other end be connected with anchor cable mobile terminal, when need adjust Stayed-buckle Cable Forcess when, take-off the brake screw shell, rotation rotation Trident spanner drives driving gear, and driving gear drives driven gear, in the case where driving gear and driven gear drive, sliding rack Realize and slide up and down in pedestal chute, so as to realize the modulation of anchor cable length, Stayed-buckle Cable Forcess are also modulated, and work as cable force adjustment After in place, braking screw shell is screwed, when if desired applying larger revolving force in Suo Li modulated process, spreading can be passed through Sleeve connection steel lever is realized, to prevent sliding rack slides 2-1 from skidding off fixed chute pedestal 1, sets stop bit block 1-6 and only Position bar 2-3, when sliding rack 2-1 slides into its top, stop bit block 1-6 and stop rod 2-3 will place restrictions on it and continue to move to.

Claims (4)

1. a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment, including:Fixed chute pedestal, sliding rack and Drive gear set, it is characterised in that:Described sliding rack is arranged in the chute of fixed chute pedestal;Described drive gear Group is connected with sliding rack.
2. a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment according to claim 1, its feature exist In:Described fixed chute pedestal includes pedestal bottom plate, floor chute, pedestal riser, roof chute, anchor cable fixing end connection ring With stop bit block, sliding rack is arranged in chute by described fixed chute pedestal by floor chute and roof chute.
3. a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment according to claim 1, its feature exist In:Described sliding rack includes sliding rack, anchor cable mobile terminal connection ring and stop rod, and described sliding rack and anchor cable move Moved end connection ring is welded on the termination of two sliding racks, and stop rod is welded on the other end of two sliding racks.
4. a kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment according to claim 1, its feature exist In:Described drive gear set includes fixing bearing, ball bearing, driving gear, driven gear, trident wrench socket, trident Spanner, spanner spreading sleeve, braking screw shell, drive gear set:Fixing bearing is welded on pedestal bottom plate, and ball bearing leads to Cross its inner ring to be welded in fixing bearing, driving gear is welded on the outer shroud of ball bearing, and driving gear leads to driven gear The gear teeth, the race coupling for crossing both are connected, and trident wrench socket lower end is welded on ball bearing outer shroud side wall, trident wrench socket Trident spanner is welded in upper end, and spanner spreading pullover is welded on the top of three each axle of trident spanner, and braking screw shell passes through screw thread It is connected with driving gear fixing bearing, when braking screw shell moves down, is connected by screw thread with trident spanner.
CN201720280148.4U 2017-03-22 2017-03-22 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment Withdrawn - After Issue CN206667064U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720280148.4U CN206667064U (en) 2017-03-22 2017-03-22 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720280148.4U CN206667064U (en) 2017-03-22 2017-03-22 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment

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Publication Number Publication Date
CN206667064U true CN206667064U (en) 2017-11-24

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CN201720280148.4U Withdrawn - After Issue CN206667064U (en) 2017-03-22 2017-03-22 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812070A (en) * 2017-03-22 2017-06-09 贵州大学 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106812070A (en) * 2017-03-22 2017-06-09 贵州大学 A kind of arch bridge cable-hoisting construction stayed knotting method knotted rope tensioning equipment

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Granted publication date: 20171124

Effective date of abandoning: 20190125