CN204982676U - Conveyer is assembled on steel purlin girder segment section ground - Google Patents
Conveyer is assembled on steel purlin girder segment section ground Download PDFInfo
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- CN204982676U CN204982676U CN201520689144.2U CN201520689144U CN204982676U CN 204982676 U CN204982676 U CN 204982676U CN 201520689144 U CN201520689144 U CN 201520689144U CN 204982676 U CN204982676 U CN 204982676U
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- Prior art keywords
- flat fortune
- track
- flat
- fortune
- steel truss
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Abstract
The utility model discloses a conveyer is assembled on steel purlin girder segment section ground. Including horizontal flat fortune track (1), transversely flat fortune track (1) is connected through between tracks connection ware (2) and vertical flat transport track (3), and support pedestal (4) is assembled to other being equipped with of horizontal flat fortune track (1), and the top of horizontal flat fortune track (1) is equipped with the flat dolly (5) of transporting, flat fortune dolly (5) be equipped with rail wheel (7) including flat fortune bracket (6), flat fortune bracket (6) below, flat fortune bracket (6) top is equipped with elevating gear (8), elevating gear (8) top is equipped with flat fortune board (9). The utility model has the characteristics of, it requires lowly to practice thrift equipment cost, convenient operation, conveying efficiency height and place.
Description
Technical field
The utility model relates to a kind of conveying arrangement of bridge construction field, particularly a kind of steel truss girder sections installation on ground conveying arrangement.
Background technology
Steel truss girder cable-stayed bridge is applied very extensive in modern bridge construction, its mainly contain span ability large, from heavy and light, be convenient to transport, be easy to the advantage of repairing and changing.Steel truss girder sections is mainly transported to Hoisting Position by gun carriage by current steel truss girder cable-stayed bridge build process, then by handling apparatus, the handling of steel truss girder sections is assembled into erection of truss on bridge pier.Discovery under construction, when steel truss girder sections longer (about 20 meters), use gun carriage transports, mainly there is following shortcoming: when 1) longer steel truss girder sections transports, need multiple stage gun carriage to transport simultaneously, the steel truss girder sections of general about 20 meters need transport with 5 gun carriages, which increases the input cost of equipment; 2) multiple stage gun carriage transports simultaneously, requires high to the concertedness of gun carriage, and especially when turning to, to the turning velocity of each gun carriage, steering angle concertedness requires higher, controls difficulty, therefore also reduces transport efficiency, drag slow construction speed; 3) when multiple stage gun carriage turns to, because steel truss girder sections is longer simultaneously, the turning radius of gun carriage is large, and site area required when turning to is large, therefore to scene long-pending require high, be especially not suitable for being used in mountain construction.
Summary of the invention
The purpose of this utility model is, provides a kind of steel truss girder sections ground transport device.The utility model has, saving equipment cost, the feature that easy to operate, conevying efficiency is high and site requirements is low.
The technical solution of the utility model: a kind of steel truss girder sections installation on ground conveying arrangement, comprise laterally flat fortune track, laterally flat fortune track transport track through track connector is connected with longitudinally flat, and laterally flat fortune track is other is provided with assembled supporting platform seat, and laterally flat top of transporting track is provided with to put down and transports dolly; Described flat fortune dolly comprises flat fortune bracket, is provided with rail wheel below flat fortune bracket, is provided with lifting gear above flat fortune bracket, is provided with flat fortune plate above lifting gear.
In aforesaid steel truss girder sections installation on ground conveying arrangement, described assembled supporting platform seat comprises pedestal, and base interior is provided with vertical adjustment device, is provided with slide plate above pedestal, slide plate surrounding is fixed with lateral adjustments reaction frame respectively and longitudinally regulates reaction frame, is also provided with adjusting slider above slide plate; Described adjusting slider comprises bracing frame, and the top of bracing frame is provided with gripper shoe, and the bottom of bracing frame is provided with adjustment sliding plate, bracing frame is also respectively equipped with lateral adjustments fixing hole and longitudinally regulates fixing hole; The friction factor on described gripper shoe surface is greater than the friction factor regulating sliding plate surface; Described lateral adjustments reaction frame and longitudinally adjustment reaction frame are equipped with guide groove.
In aforesaid steel truss girder sections installation on ground conveying arrangement, above described flat fortune dolly, be also provided with straddle truck.
Compared with prior art, transverse direction of the present utility model flat fortune track transport track through track connector is connected with longitudinally flat, and laterally flat fortune track is other is provided with assembled supporting platform seat, and laterally flat top of transporting track is provided with to put down and transports dolly; After steel truss girder section assembling is good, by lifting gear by steel truss girder sections top from assembled supporting platform seat, flat fortune dolly transversely flat fortune track laterally transports, and when being transported to track connector place, flat fortune dolly is out of service, and fortune dolly jack-up will be put down with lift-up device, after jack-up, by rail wheel half-twist, put down flat fortune dolly afterwards, rail wheel transport track coordinates with longitudinally flat, and flat fortune dolly is longitudinally put down and transported track and be transported to by steel truss girder sections and treat Hoisting Position; By said structure and transportation resources, instead of gun carriage and transport steel truss girder sections, effectively reduce the input cost of equipment.The utility model is when turning to, use lift-up device to hold up flat fortune dolly, and by rail wheel half-twist, put down flat fortune dolly, make rail wheel and longitudinally flatly transport track and coordinate, namely complete turning to of flat fortune dolly, it is simple to operate, convenient, and also a saving traditional gun carriage when turning to, the regulation time of steering angle and turning velocity, effectively improves transfer efficiency, accelerates construction speed.Moreover, flat fortune dolly of the present utility model, when turning to transport, at track connector place, is taken turns by swing-around trajectory, turning to when directly just completing transport; This structure and forward method, almost do not have turning radius, efficiently solves the problem that when steel truss girder sections transports, turning radius is large, thus saved shipping yard area, effectively adapted to the mountain area environment that construction plant is narrow.The utility model when assembled steel truss girder sections, due to splicing accuracy require higher, if when assembled, if the loose mail position be positioned in assembled supporting platform seat can not be finely tuned, so will be very difficult when assembled; In order to address this problem, assembled supporting platform seat of the present utility model is provided with a kind of adjustable adjusting slider, the relatively little adjustment sliding plate of friction factor is set below adjusting slider simultaneously, and the relatively large gripper shoe of friction factor is set above adjusting slider, and arrange vertical adjustment device in base interior; By the difference of gripper shoe with the friction factor of adjustment sliding plate, while ensure that adjusting slider facilitates slippage, the not assembled steel truss girder sections slippage completed on it can be driven to complete the adjustment of horizontal direction, and vertical adjustment device jack-up adjusting slider is to complete the adjustment of vertical direction; By said structure, achieve the omnibearing adjustment of steel truss girder sections, thus steel truss girder sections position can be regulated better, make it assembled more convenient.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation at the A place of Fig. 1;
Fig. 3 laterally puts down fortune track and longitudinal structural representation of putting down fortune track and being connected;
Fig. 4 is the structural representation at the B place of Fig. 3;
Fig. 5 is the structural representation of assembled supporting platform seat;
Fig. 6 is the plan structure schematic diagram of the assembled supporting platform seat of removing adjusting slider;
Fig. 7 is the structural representation of adjusting slider;
Fig. 8 is the plan structure schematic diagram of adjusting slider.
Being labeled as in accompanying drawing: 1-is flat fortune track laterally, 2-track connector, 3-is flat fortune track longitudinally, the assembled supporting platform seat of 4-, 5-flat fortune dolly, 6-flat fortune bracket, 7-rail wheel, 8-lifting gear, 9-flat fortune plate, 10-pedestal, 11-vertical adjustment device, 12-slide plate, 13-lateral adjustments reaction frame, 14-longitudinally regulates reaction frame, 15-adjusting slider, 16-bracing frame, 17-gripper shoe, 18-lateral adjustments fixing hole, 19-longitudinally regulates fixing hole, 20-straddle truck, 21-steel truss girder sections, 22-Chain block, 23-suspension hook, 24-manual-chain, 25-regulates sliding plate, 26-treats Hoisting Position, 27-pulling force hawser, 28-hook, 29-guide groove.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further described, but not as the foundation limited the utility model.
Embodiment 1.A kind of steel truss girder sections installation on ground conveying arrangement, it is formed as Figure 1-4, comprise laterally flat fortune track 1, laterally flat fortune track 1 is transported track 3 through track connector 2 and is connected with longitudinally putting down, laterally flat fortune track 1 is other is provided with assembled supporting platform seat 4, and laterally the top of flat fortune track 1 is provided with flat fortune dolly 5; Described flat fortune dolly 5 comprises flat fortune bracket 6, is provided with rail wheel 7 below flat fortune bracket 6, is provided with lifting gear 8 above flat fortune bracket 6, is provided with flat fortune plate 9 above lifting gear 8.
Aforesaid lifting gear 8 is jack.
The transportation resources used of aforesaid steel truss girder sections installation on ground conveying arrangement is:
A, loose mail handling is carried out the assembled of steel truss girder sections 21 on flat fortune dolly 5 and assembled supporting platform seat 4;
B, assembled complete after, lifting gear 8 will put down fortune plate 9 jack-up, thus be held up by steel truss girder sections 21, and steel truss girder sections 21 is separated with assembled supporting platform seat 4;
After c, separation, flat fortune dolly 5 is transversely put down fortune track 1 through rail wheel 7 and is moved, and realizes the axial transport of steel truss girder sections 21;
D, when flat fortune dolly 5 moves to track connector 2 place, stop transport, use lift-up device (this lift-up device is jack) that fortune dolly 5 jack-up will be put down, after jack-up, by rail wheel 7 half-twist, after rotation, put down flat fortune dolly 5, make rail wheel 7 and longitudinally flatly transport track 3 and be connected, afterwards flat fortune dolly 5 longitudinally flat fortune track 3 move, steel truss girder sections 21 is transported to and treats Hoisting Position 26, after having transported, initial position return by flat fortune dolly 5, carries out the assembled of next steel truss girder sections 21 and transport.
Embodiment 2.A kind of steel truss girder sections installation on ground conveying arrangement, it is formed as shown in figures 1-8, comprise laterally flat fortune track 1, laterally flat fortune track 1 is transported track 3 through track connector 2 and is connected with longitudinally putting down, laterally flat fortune track 1 is other is provided with assembled supporting platform seat 4, and laterally the top of flat fortune track 1 is provided with flat fortune dolly 5; Described flat fortune dolly 5 comprises flat fortune bracket 6, is provided with rail wheel 7 below flat fortune bracket 6, is provided with lifting gear 8 above flat fortune bracket 6, is provided with flat fortune plate 9 above lifting gear 8.
Aforesaid assembled supporting platform seat 4 comprises pedestal 10, pedestal 10 inside is provided with vertical adjustment device 11, be provided with slide plate 12 above pedestal 10, slide plate 12 surrounding is fixed with lateral adjustments reaction frame 13 respectively and longitudinally regulates reaction frame 14, is also provided with adjusting slider 15 above slide plate 12; Described adjusting slider 15 comprises bracing frame 16, and the top of bracing frame 16 is provided with gripper shoe 17, and the bottom of bracing frame 16 is provided with and regulates sliding plate 25, bracing frame 16 is also respectively equipped with lateral adjustments fixing hole 18 and longitudinally regulates fixing hole 19; The friction factor on described gripper shoe 17 surface is greater than the friction factor regulating sliding plate 25 surface; Described lateral adjustments reaction frame 13 and longitudinally adjustment reaction frame 14 are equipped with guide groove 29.Regulate the friction factor on sliding plate 25 surface relatively little, regulate sliding plate 25 little with the frictional force of slide plate 12, lateral adjustments and longitudinally adjustment are more prone to, the friction factor on gripper shoe 17 surface is larger simultaneously, adjusting slider 15 can be made when slippage, gripper shoe 17 drives slippage together with steel truss girder sections 21 with steel truss girder sections 21 frictional force, thus reaches the object of adjustment.
Straddle truck 20 is also provided with above aforesaid transverse direction flat fortune dolly 5.
The transportation resources used of aforesaid steel truss girder sections installation on ground conveying arrangement is:
A, loose mail handling is carried out the assembled of steel truss girder sections 21 on flat fortune dolly 5 and assembled supporting platform seat 4;
B, assembled complete after, lifting gear 8 will put down fortune plate 9 jack-up, thus be held up by steel truss girder sections 21, and steel truss girder sections 21 is separated with assembled supporting platform seat 4;
After c, separation, flat fortune dolly 5 is transversely put down fortune track 1 through rail wheel 7 and is moved, and realizes the axial transport of steel truss girder sections 21;
D, when flat fortune dolly 5 moves to track connector 2 place, stop transport, use lift-up device (jack) will put down and transport dolly 5 jack-up, after jack-up, by rail wheel 7 half-twist, after rotation, put down flat fortune dolly 5, make rail wheel 7 and longitudinally flatly transport track 3 and be connected, afterwards flat fortune dolly 5 longitudinally flat fortune track 3 move, steel truss girder sections 21 is transported to and treats Hoisting Position 26, after having transported, initial position return by flat fortune dolly 5, carries out the assembled of next steel truss girder sections 21 and transport.
Aforesaid steel truss girder sections 21 is when assembled, and it is assembled that the assembled supporting platform seat of adjustment in use 4 carries out fine setting to the steel truss girder sections 21 in assembled, and concrete fine setting erection method is as follows,
During lateral adjustments, the hook 28 at pulling force hawser 27 two ends is caught on the both sides of the lateral adjustments fixing hole 18 of bracing frame 16, the suspension hook 23 of Chain block 22 is caught on the stage casing of pulling force hawser 27, and Chain block 22 is hung down through after guide groove 29, now pull down dynamic manual-chain 24, regulate sliding plate 25 horizontal sliding on slide plate 12, through gripper shoe 17 drive assembled in steel truss girder sections 21 horizontal sliding, realize lateral adjustments;
Longitudinally regulate, identical with the mode of lateral adjustments;
During vertical adjustment, vertical adjustment device 11 by steel truss girder sections 21 jack-up in assembled, realizes vertical adjustment through adjusting slider 15.
Aforesaid loose mail is assembled by straddle truck 20 handling to flat fortune dolly 5 and assembled supporting platform seat 4 is carried out.
Claims (3)
1. a steel truss girder sections installation on ground conveying arrangement, it is characterized in that: comprise laterally flat fortune track (1), laterally flat fortune track (1) is transported track (3) through track connector (2) and is connected with longitudinally putting down, laterally flat fortune track (1) is other is provided with assembled supporting platform seat (4), and laterally the top of flat fortune track (1) is provided with flat fortune dolly (5); Described flat fortune dolly (5) comprises flat fortune bracket (6), and flat fortune bracket (6) below is provided with rail wheel (7), and flat fortune bracket (6) top is provided with lifting gear (8), and lifting gear (8) top is provided with flat fortune plate (9).
2. steel truss girder sections installation on ground conveying arrangement according to claim 1, it is characterized in that: described assembled supporting platform seat (4) comprises pedestal (10), pedestal (10) inside is provided with vertical adjustment device (11), pedestal (10) top is provided with slide plate (12), slide plate (12) surrounding is fixed with lateral adjustments reaction frame (13) respectively and longitudinally regulates reaction frame (14), and slide plate (12) top is also provided with adjusting slider (15); Described adjusting slider (15) comprises bracing frame (16), the top of bracing frame (16) is provided with gripper shoe (17), the bottom of bracing frame (16) is provided with and regulates sliding plate (25), bracing frame (16) is also respectively equipped with lateral adjustments fixing hole (18) and longitudinally regulates fixing hole (19); The friction factor on described gripper shoe (17) surface is greater than the friction factor regulating sliding plate (25) surface; Described lateral adjustments reaction frame (13) and longitudinal adjustment on reaction frame (14) are equipped with guide groove (29).
3. steel truss girder sections installation on ground conveying arrangement according to claim 1 and 2, is characterized in that: described transverse direction flat fortune dolly (5) top is also provided with straddle truck (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689144.2U CN204982676U (en) | 2015-09-08 | 2015-09-08 | Conveyer is assembled on steel purlin girder segment section ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520689144.2U CN204982676U (en) | 2015-09-08 | 2015-09-08 | Conveyer is assembled on steel purlin girder segment section ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204982676U true CN204982676U (en) | 2016-01-20 |
Family
ID=55117058
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520689144.2U Withdrawn - After Issue CN204982676U (en) | 2015-09-08 | 2015-09-08 | Conveyer is assembled on steel purlin girder segment section ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204982676U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200922A (en) * | 2015-09-08 | 2015-12-30 | 贵州省公路工程集团有限公司 | Steel truss section ground splicing and transporting device and transporting method |
| CN107336346A (en) * | 2017-07-21 | 2017-11-10 | 中铁十局集团第三工程有限公司 | A kind of beam making bench |
-
2015
- 2015-09-08 CN CN201520689144.2U patent/CN204982676U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105200922A (en) * | 2015-09-08 | 2015-12-30 | 贵州省公路工程集团有限公司 | Steel truss section ground splicing and transporting device and transporting method |
| CN105200922B (en) * | 2015-09-08 | 2018-06-29 | 贵州省公路工程集团有限公司 | A kind of steel truss girder segment installation on ground transport device and transportation resources |
| CN107336346A (en) * | 2017-07-21 | 2017-11-10 | 中铁十局集团第三工程有限公司 | A kind of beam making bench |
| CN107336346B (en) * | 2017-07-21 | 2023-09-12 | 中铁十一局集团第三工程有限公司 | Beam making pedestal |
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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: 20160120 Effective date of abandoning: 20180629 |
|
| AV01 | Patent right actively abandoned |