CN203890870U - Self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device - Google Patents
Self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device Download PDFInfo
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- CN203890870U CN203890870U CN201420106803.0U CN201420106803U CN203890870U CN 203890870 U CN203890870 U CN 203890870U CN 201420106803 U CN201420106803 U CN 201420106803U CN 203890870 U CN203890870 U CN 203890870U
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- comb plate
- comb
- self adaptation
- steel comb
- directional deflection
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Abstract
The utility model discloses a self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device. According to the self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device, comb-tooth plate displacement and elastic damping displacement are combined; elastic damping displacement devices are arranged at the roots of movable steel comb-tooth plates of comb-tooth plate displacement devices; at least one spring component or elastic component made of polyurethane polymer composite materials is arranged in each elastic damping displacement device; each elastic damping displacement device is in point contact with the corresponding movable steel comb-tooth plate. According to the self-adaptive multi-directional displacement comb-shaped bridge telescopic device, the problems that steel comb-tooth-shaped telescopic devices are poor in adaptability to displacement, tires are punctured by bolts, driving safety is affected, service life is not ideal and the like in the prior art are solved; moreover, the self-adaptive multidirectional displacement device is simple in structure and low in production cost.
Description
Technical field
The utility model relates to a kind of comb-tooth bridge expansion device for the self adaptation multi-directional deflection on bridge, particularly a comb-tooth bridge expansion device for the large stroke bridge of steel interdigitated electrode structure self adaptation multi-directional deflection, belongs to bridge construction stretching device technical field.
Background technology
Along with the fast development of highway transportation, traffic volume of highway and carload lot are also increasing, the design of highway bridge is also had higher requirement, and an important stretching device that parts are exactly bridge expanssion joint place in Design of Highway Bridge.In recent years, the large stroke bridge extension joint of steel interdigitated electrode structure that has a multi-directional deflection performance is widely applied in the bridge such as large-span suspension bridge, cable stayed bridge.For realizing the vertical, laterally and the space multi-directional deflection such as torsional deflection of comb plate stretching device, domestic bridge engineering circle has all done a lot of useful explorations, and Basic practice is, at the front end of movable steel comb plate or root, relatively turnable bindiny mechanism is set.Common way is can pressure-bearing turning cylinder or rotation spherical bearing in the root downside setting of the movable steel comb plate of piecemeal, effectively combine by unit piecemeal comb plate and pressure-bearing turning cylinder (or rotation spherical bearing), make steel-made moving broach template adapt to the geometric distortions such as Large Span Bridges generation is vertical, horizontal, torsion, thereby realize safe, the durable use of bridge extension joint itself.
But be not difficult to find according to the actual service condition of this class stretching device and research, the large stroke bridge extension joint of steel interdigitated electrode structure in the market with multi-directional deflection performance is stressed clear and definite in structure in steel work girder bridge, result of use is good, but has some defects in concrete girder structure.Defect one: when movable steel comb plate adopts root that pressure-bearing rotary shaft displacement device is set, what adopt because of movable steel comb plate is a rotating shaft, and unit board and rotating shaft are line contact form, poor to lateral deflection compliance; Because root does not arrange anchor bolt, once the vertical deflection that bridge occurs is larger, rear end is perk very easily, badly influences the safety of driving simultaneously.Defect two: when movable steel comb plate adopts front end that rotation spherical bearing displacement device is set, movable steel comb plate root is provided with row's safetybolt, but because safetybolt is all anchored in concrete, make movable steel comb plate become fixed structure with together with the anchor bolt of front end, can not realize unit board vertical deflection, cause that this kind of structure movement steel comb plate and traditional comb plate are stressed does not have a material alterations, root anchor bolt very easily causes extracting of concrete damage and himself after stressed, there is the situation that bolt pierces through tire, thereby shorten the application life of stretching device, also have influence on the safety of driving.Defect three: in the time adopting pressure-bearing rotary shaft displacement device, the concreting space below pressure-bearing rotating shaft is little, and quality, compared with Customers ' Legal Right, often can cause the fracture of pressure-bearing rotating shaft; While adopting spherical bearing multi-directional deflection case, it adopts embedded bar and displacement case Type of Welding with being connected of girder, because the factors such as embedded bar distortion, welding and concrete operating space be little have influence on welding and concrete pouring quality, thereby cause the diseases such as casing slump.If these defects are processed and solved, all can have a strong impact on application life and the traffic safety of multi-directional deflection steel comb-type telescoping device.Therefore it is very necessary to overcome the deficiencies in the prior art that the deficiency, existing multi-directional deflection steel comb plate bridge expansion joint installation being existed is optimized improvement.
Summary of the invention
The purpose of this utility model is to provide a kind of comb-tooth bridge expansion device of self adaptation multi-directional deflection, thereby the steel comb-type telescoping device existing in solution prior art is poor on displacement compliance, exist bolt pierce through tire situation, affect traffic safety and the problem such as application life is not ideal enough, thereby overcome the deficiencies in the prior art.
For realizing the purpose of this utility model, the utility model has adopted such technical scheme: first, the technical solution of the utility model is applied to the steel comb-type telescoping device of bridge, and general this steel comb-type telescoping device arranges respectively fixing steel comb plate and movable steel comb plate that can be mutually chimeric and carrys out the displacement of implement device on the bridge main beam on the both sides at the shrinkage joint of bridge.The utility model is mainly, at the root of the movable steel comb plate of this device, a kind of elastic damping displacement device is set, elastic damping displacement device is arranged on movable steel comb plate root, in elastic damping displacement device, comprise the elastomeric element that at least one spring members or polyurethane high molecule composite material are made, and elastic damping displacement device is that point contacts with the way of contact of movable steel comb plate.
Particularly, overall structure of the present utility model is such: the shrinkage joint place between two sections of girders of bridge arranges interdigitated electrode structure displacement device, interdigitated electrode structure displacement device is by forming by chimeric fixing steel comb plate and the movable steel comb plate of interaction, fixing steel comb plate and movable steel comb plate are separately positioned on the concrete beam body of bridge expanssion joint both sides, fixing steel comb plate and the mutual arranged crosswise of movable steel comb plate.Fixing steel comb plate is fixed on one section of bridge main beam, its anchorage depth is greater than 2 times of Calculation of Thickness of Bridge Deck Pavement conventionally to ensure that it is enough firm, and movable steel comb plate is arranged on another section of bridge main beam, the broach on the broach on it and fixing steel comb plate can be freely chimeric.
Fixing steel comb plate below is provided with stainless steel slide plate, and movable steel comb plate is overlapped on stainless steel slide plate after installing.Fixing steel comb plate is connected with bridge main beam by set bolt two, and movable steel comb plate is connected with bridge main beam by set bolt one, and set bolt one and set bolt two are welded and fixed with the embedded bar being embedded in main beam concrete.
Movable steel comb plate root can make its enough elastic damping displacement device of large distortion that adapt to multiple directions be anchored on bridge main beam by one.Elastic damping displacement device be one can self adaptation multi-directional deflection multi-directional deflection case, movable steel comb plate and the anchor connection of self adaptation multi-directional deflection case.Self adaptation multi-directional deflection case inside comprises at least one self adaptation elasticity displacement device, this self adaptation elasticity displacement device elastomeric element that normally Compress Spring or polyurethane high molecule composite material are made.
It is also provided with water-tight device, and water-tight device is arranged in the below of fixing steel comb plate and movable steel comb plate, realizes the water-proof function of stretching device.
Preferably, self adaptation multi-directional deflection case of the present utility model can design like this: its casing is divided into two-layer up and down by an anchor plate, and casing lower floor is sealing small box, the groove that casing upper strata is open topped; It also adopt anchor bolt pass anchor plate connect two-layer up and down; Anchor bolt upper end is connected on movable steel comb plate, makes movable steel comb plate cover in the upper opening of casing; Self adaptation elasticity displacement device is arranged on the position that anchor bolt is positioned at casing lower floor.Bottom tail end at casing lower floor anchor bolt is being provided with a stop nut one that can prevent that anchor bolt from extracting out from casing lower floor, and self adaptation elasticity displacement device is arranged between the stop nut one and anchor plate of casing lower floor; The top of anchor bolt is also fixed at the upper surface of movable steel comb plate with stop nut three through movable steel comb plate.In fact this is exactly a kind of some contact connected mode that adopts anchor bolt to be connected with movable steel comb plate.Its benefit activity steel comb plate is subject to multi-directional load, and can pass to self adaptation elasticity displacement device by anchor bolt, then eliminate load by the self-deformation of self adaptation elasticity displacement device, thus the safety of guarantee bridge.
For this device has more high stability and installation convenience, the utility model is also provided with stop nut two and stop nut four on the anchor bolt on casing upper strata; Stop nut two is positioned on anchor plate, for the installation location of anchor bolt; Stop nut four is positioned at movable steel comb plate bottom, for preventing that anchor bolt from deviating from from movable steel comb plate.
For the movable steel comb plate of each piece, multiple this self adaptation multi-directional deflection casees can be set, be in a row arranged in the root of movable steel comb plate.And the box house of each self adaptation multi-directional deflection case, can adopt again separation steel plate to be divided into several and separate casing, each separation casing arranges one group of anchor bolts assemblies (comprising anchor bolt, stop nut one, stop nut two, stop nut three, stop nut four and self adaptation elasticity displacement device), in a casing, each group anchor bolts assemblies shares an anchor plate, each like this self adaptation multi-directional deflection case and movable steel comb plate just have multiple anchor points, improve the stability that device uses.
Owing to having adopted the technical solution of the utility model, when bridge be subject to vehicular impact, laterally in the inhomogeneous situation such as stressed, self adaptation displacement case in stretching device of the present utility model is in the stressed disadvantageous root of movable steel comb plate, elastic damping displacement device is realized multi-directional deflection with a contact form by its tension and compression deformation, is easier to realize multi-directional deflection; In the time that displacement is larger, can realize insurance by anchor bolt and spacing anchor plate controls, prevent from causing traffic accidents because excessive displacement causes comb plate slump, the common mooring anchor fixing bolt of its stop nut and end face anchoring nut, it can not passed from end face, occur piercing through the situation of tire; The 3rd, realize the reliable effect of anchoring by the welding of pre-embedded steel slab and multi-directional deflection case and reinforcing bar thereof, there is not the possibility of bottom concrete void yet.Therefore, the comprehensive design idea that realizes of energy, guarantees the durable of stretching device and safe handling.The utility model is simple in structure, and cost of production is low.
Brief description of the drawings
Fig. 1 be stretching device displacement structure of the present utility model along bridge to sectional elevation schematic diagram;
Fig. 2 is the floor map of stretching device displacement structure of the present utility model;
Fig. 3 is the structural representation of multi-directional deflection case of the present utility model, and this figure has shown the direction across bridge sectional elevation signal of a movable steel comb plate of stretching device displacement structure of the present utility model simultaneously.
Description of reference numerals: 1-fixes steel comb plate, the movable steel comb plate of 2-, 3-multi-directional deflection case, 4-pre-embedded steel slab, 5-stainless steel slide plate, 6-set bolt one, 7-water-tight device, 8-self adaptation elasticity displacement device, 9-stop nut two, 10-anchor bolt, 11-deck paving, 12-set bolt two, 13-bridge main beam, 14-casing steel plate, 15-anchor plate, 16-stop nut one, 17-embedded bar, 18-stop nut three, 19-stop nut four.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
See Fig. 1, Fig. 1 has shown that stretching device displacement structure of the present utility model illustrates to sectional elevation along bridge, as we can see from the figure, stretching device of the present utility model is provided in a side of the shrinkage joint place between 13 two sections of bridge main beams, and mainly comprise fixing steel comb plate 1, movable steel comb plate 2, the root of movable steel comb plate 2 be provided with one can self adaptation multi-directional deflection multi-directional deflection case 3.Movable steel comb plate 2 and 2 anchor connections of multi-directional deflection case.Fixing steel comb plate 1 is connected with bridge main beam 13 by set bolt 2 12, movable steel comb plate 2 is connected with bridge main beam 13 by set bolt 1, and set bolt 1 and set bolt 2 12 are welded and fixed with the embedded bar 17 being embedded in main beam concrete.
In conjunction with Fig. 2 to seeing, obviously, from Fig. 1 and Fig. 2, can see, on same cross section, fixing steel comb plate 1 has adopted three set bolts 2 12 that it is fixed on bridge main beam 13, and 2 of movable steel comb plates are provided with in the middle a set bolt 1 and make it can adapt to mobile distortion on bridge main beam 13, realize better distortion by the multi-directional deflection case 3 of its root simultaneously.
From Fig. 1, can also see, this stretching device of the present utility model is the position that forms groove and be arranged on later this groove by the part of the deck paving 11 at the edge, shrinkage joint of 13 two sections of bridge main beams and bridge main beam 13 is removed, and makes the concrete of itself and bridge main beam 13 form entirety with concreting.Stretching device is fixed in main beam concrete by some embedded bars 17, and pre-buried 17 buried depth need to reach 2～3 times of deck paving 11 thickness conventionally.
In addition, can also see in conjunction with Fig. 2 from Fig. 1 simultaneously, fixing steel comb plate 1 below is provided with stainless steel slide plate 5, and movable steel comb plate 2 is overlapped on stainless steel slide plate 5 after installing, thereby fixing steel comb plate 1 and movable steel comb plate 2 freely intersect on stainless steel slide plate 5.The broach of fixing steel comb plate 1 can be pitched into or pitch out to the broach of movable steel comb plate 2 on stainless steel slide plate 5, thereby while adapting to automobile by bridge or bear the impact force that other loads bring.
In addition, Fig. 1 has also clearly shown the design of water-tight device 7 of the present utility model, and water-tight device 7 is located at the below of fixing steel comb plate 1 and movable steel comb plate 2, realizes the water-proof function of stretching device.
See Fig. 3, show a kind of structure of this self adaptation multi-directional deflection case 3 of the present utility model, it is the bottom that is positioned at the movable steel comb plate 2 of bridge comb-type telescoping device, in this structure, the casing of self adaptation multi-directional deflection case 3 of the present utility model is separated steel plate and is vertically divided into four small box, in four small box, be equipped with an anchor bolt 10, adopt an anchor plate 15 that casing is laterally separated into two-layer simultaneously, on anchor bolt 10, pass through respectively stop nut 1, stop nut 29, stop nut 3 18 and stop nut 4 19 location and spacing.In addition, can also see, the casing of displacement case is to be gone along with sb. to guard him and formed by casing steel plate 14, and a casing steel plate 14 of bottom is welded and fixed with the pre-embedded steel slab 4 being embedded in bridge main beam 13, and pre-embedded steel slab 4 is anchored in bridge main beam 13 by embedded bar 17.
Self adaptation elasticity displacement device 8(is a compression spring being enclosed within on anchor bolt 10 in the drawings) be arranged on the position that anchor bolt 10 is positioned at casing lower floor, and be stuck between anchor plate 15 and stop nut 1, in the time that anchor bolt 10 is subject to transmitting next power from movable steel comb plate 2, anchor bolt 10 transfers the load to the compression spring of self adaptation elasticity displacement device 8, compression spring adapts to by the distortion of self and offsets load, thereby has effectively avoided bridge main beam 13 to be impacted.
Certainly, be more than concrete exemplary applications of the present utility model, the utility model also has other embodiment, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, within all dropping on the desired protection domain of the utility model.
Claims (6)
1. the comb-tooth bridge expansion device of a self adaptation multi-directional deflection, be included in that shrinkage joint place between two sections of bridge main beams (13) arranges fixing steel comb plate (1) and movable steel comb plate (2), fixing steel comb plate (1) and movable steel comb plate (2) intersect mutually, it is characterized in that: fixing steel comb plate (1) below is provided with stainless steel slide plate (5), and movable steel comb plate (2) is overlapped on stainless steel slide plate (5) after installing; Movable steel comb plate (2) root can make its elastic damping displacement device that adapts to multiple directions distortion be anchored on bridge main beam (13) by one.
2. the comb-tooth bridge expansion device of self adaptation multi-directional deflection according to claim 1, it is characterized in that: described elastic damping displacement device be one can self adaptation multi-directional deflection multi-directional deflection case (3), movable steel comb plate (2) and multi-directional deflection case (2) anchor connection.
3. the comb-tooth bridge expansion device of self adaptation multi-directional deflection according to claim 2, it is characterized in that: the inside of described multi-directional deflection case (3) comprises at least one self adaptation elasticity displacement device (8), this self adaptation elasticity displacement device (8) is the elastomeric element that Compress Spring or polyurethane high molecule composite material are made.
4. the comb-tooth bridge expansion device of self adaptation multi-directional deflection according to claim 1, it is characterized in that: fixing steel comb plate (1) is connected with bridge main beam (13) by set bolt two (12), movable steel comb plate (2) is connected with bridge main beam (13) by set bolt one (6), and set bolt one (6) and set bolt two (12) are welded and fixed with the embedded bar (17) being embedded in main beam concrete.
5. the comb-tooth bridge expansion device of self adaptation multi-directional deflection according to claim 1, it is characterized in that: it is also provided with water-tight device (7), water-tight device (7) is located at the below of fixing steel comb plate (1) and movable steel comb plate (2), realizes the water-proof function of stretching device.
6. the comb-tooth bridge expansion device of self adaptation multi-directional deflection according to claim 5, is characterized in that: water-tight device (7) is in the crossover sites below of fixing steel comb plate (1) and movable steel comb plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420106803.0U CN203890870U (en) | 2014-03-11 | 2014-03-11 | Self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420106803.0U CN203890870U (en) | 2014-03-11 | 2014-03-11 | Self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device |
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| Publication Number | Publication Date |
|---|---|
| CN203890870U true CN203890870U (en) | 2014-10-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420106803.0U Expired - Fee Related CN203890870U (en) | 2014-03-11 | 2014-03-11 | Self-adaptive multi-directional displacement comb-tooth-shaped bridge telescopic device |
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| CN (1) | CN203890870U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239503A (en) * | 2015-11-03 | 2016-01-13 | 上海汇城建筑装饰有限公司 | Six-direction deflection comb plate retractor device |
| CN105951598A (en) * | 2016-05-19 | 2016-09-21 | 重庆巨能建设集团路桥工程有限公司 | Installation locator for bridge prestress type multidirectional deflection telescopic device |
-
2014
- 2014-03-11 CN CN201420106803.0U patent/CN203890870U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239503A (en) * | 2015-11-03 | 2016-01-13 | 上海汇城建筑装饰有限公司 | Six-direction deflection comb plate retractor device |
| CN105239503B (en) * | 2015-11-03 | 2017-03-08 | 上海汇城建筑装饰有限公司 | A kind of six to displacement fishback retractor device |
| CN105951598A (en) * | 2016-05-19 | 2016-09-21 | 重庆巨能建设集团路桥工程有限公司 | Installation locator for bridge prestress type multidirectional deflection telescopic device |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141022 Termination date: 20170311 |
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| CF01 | Termination of patent right due to non-payment of annual fee |