CN206784178U - A kind of bridge panel structure - Google Patents

A kind of bridge panel structure Download PDF

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Publication number
CN206784178U
CN206784178U CN201720283116.XU CN201720283116U CN206784178U CN 206784178 U CN206784178 U CN 206784178U CN 201720283116 U CN201720283116 U CN 201720283116U CN 206784178 U CN206784178 U CN 206784178U
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CN
China
Prior art keywords
cushion
panel structure
splice
bridge panel
structure according
Prior art date
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Active
Application number
CN201720283116.XU
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Chinese (zh)
Inventor
徐宝华
何亮
占亚军
陈龙
昌灯明
左彪
颜攀
陈斌
刘志轩
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China Shipping Two Air Traffic Control Engineering Co Ltd
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China Shipping Two Air Traffic Control Engineering Co Ltd
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Priority to CN201720283116.XU priority Critical patent/CN206784178U/en
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Abstract

It the utility model is related to bridge field, and in particular to a kind of bridge panel structure.Including the bottom plate being sequentially connected from bottom to up, splicing layer, cushion, supporting plate and basic profile plate;The splicing layer is formed by connecting by multiple splices, and hollow hole is provided with the splice, and described one side of splice has a projection, and another side on the other side has a groove, and projection is coincide with groove shapes size;The cushion is made of elastic rubber material, and several eyelets for penetrating the cushion are provided with the cushion, form hole wall between the adjacent eyelet, the inside of the hole wall is embedded with elastic bag.Its advantage is:Itself switching performance is stable, and weight capacity is strong, is grown from heavy and light, service life.

Description

A kind of bridge panel structure
Technical field
It the utility model is related to bridge field, and in particular to a kind of bridge panel structure.
Background technology
In the modern times of fast pace life, the trip of people was also developed into gradually by former walking is ridden instead of walk by the vehicles, Such as automobile, train, aircraft, steamer.Corresponding highway, railway etc. one is that the road of class starts to occur, and is being developed In journey gradually aerial construction is developed into by pavement construction.In such a situa-tion, bridge beam action also all the more important, because In the highway of long distance is built, the places such as river, mountain valley are often crossed over, so this is will to be connected by bridge, by All it is hanging in these sections, bottom does not have road surface to support bridge section, thus it is higher for the load-bearing requirements needs of bridge, But in general pontic is all integrally cast using concrete, load bearing effect is poor, and the weight of bridge itself is heavier, The load-bearing of bridge has been aggravated to a certain extent, in the section that some high capacity waggons often travel, larger potential safety hazard be present.And And for the structure that concrete is integrally cast, when bridge is broken because of long-term load-bearing, a frame can only be made again New bridge, maintenance cost are very high.
Utility model content
The technical problems to be solved in the utility model is:Overcome above mentioned problem, there is provided itself a kind of switching performance is stable, holds Beijing South Maxpower Technology Co. Ltd's power is strong, from the bridge panel structure of heavy and light.
To solve the above problems, the utility model adopts the following technical scheme that:
It the utility model is related to bridge field, and in particular to a kind of bridge panel structure.Including being sequentially connected from bottom to up Bottom plate, splicing layer, cushion, supporting plate and basic profile plate;The splicing layer is formed by connecting by multiple splices, the spelling Hollow hole is provided with fitting, described one side of splice has a projection, and another side on the other side has one Groove, projection are coincide with groove shapes size;The cushion is made of elastic rubber material, is provided with and is passed through in the cushion Lead to several eyelets of the cushion, form hole wall between the adjacent eyelet, the inside of the hole wall is embedded with elastic gas Capsule.
On the basis of above-mentioned technical proposal, the utility model can also improve as follows:
Optionally, the basic section bar plate surface is provided with superficial layer.
Optionally, the superficial layer uses RPC.
Optionally, described bottom plate, connected between splicing layer, cushion, supporting plate and basic profile plate using the fourth of the twelve Earthly Branches.
Optionally, the bottom plate is steel plate.
Optionally, the splice is concrete splice, and reinforcing bar is provided with the concrete splice.
Optionally, embedded connection is used between the splice.
The beneficial effects of the utility model are compared with prior art:
1st, the utility model is set using Multilayer panel, passes through bottom plate, splicing layer, cushion, supporting plate and basic section bar It is stacked between plate, effectively buffers the pressure from bridge floor, mitigate pontic load-bearing, while disperses what bridge panel point was born Pressure, make the uniform load-bearing of bridge panel.Hollow hole inside splice, which is set, causes weight reduction.Connected more between each splice To be reliable, maintenance or installation operation are convenient, simple, and easy for construction, cost is low.With larger ductility so that bridge floor is not easy to send out Situations such as raw fracture.
2nd, cushion of the present utility model is provided with several eyelets of insertion cushion, can reduce the density of cushion, The leeway that resilience buffers after increase cushion stress.Hole wall between the adjacent eyelet of cushion is embedded with elastic bag, can be with Make cushion after the yield deformation that is stressed, elastic bag produces opposite effect power, cushion is quickly tended to original shape State, so as to make the effect of cushion buffering and damping more obvious.Such structure avoids all dynamics from directly acting on panel, In the course of time problems of crack is caused, substantially prolongs the service life of panel.
Brief description of the drawings
Fig. 1 is the structural representation of the bridge panel structure described in the utility model embodiment;
Fig. 2 is the structural representation of the splicing layer described in the utility model embodiment;
Fig. 3 is the structural representation of the cushion described in the utility model embodiment;
Wherein, 1- bottom plates, 2- splicing layers, 21- is raised, 22- grooves, 23- hollow holes, 3- cushions, 31- eyelets, 32- holes Wall, 33- elastic bags, 4- supporting plates, 5- bases profile plate.
Embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.According to claims and Following explanation, advantages and features of the present utility model will become apparent from.It should be noted that accompanying drawing is using very simplified form And non-accurately ratio is used, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment.
Embodiment
A kind of bridge panel structure, as Figure 1-3, including the bottom plate 1 being sequentially connected from bottom to up, splicing layer 2, buffering Layer 3, supporting plate 4 and basic profile plate 5;The splicing layer 2 is formed by connecting by multiple splices, is provided with the splice hollow Hole 23, described one side of splice have a projection 21, and another side on the other side has a groove 22, raised 21 coincide with the shape size of groove 22;The cushion 3 is made of elastic rubber material, and insertion is provided with the cushion 3 Several eyelets 31 of the cushion 3, hole wall 32 is formed between the adjacent eyelet 31, the inside of the hole wall 32 is embedded with Elastic bag 33.
On the basis of above-mentioned technical proposal, the utility model can also improve as follows:
Optionally, the surface of basic profile plate 5 is provided with superficial layer.
Optionally, the superficial layer uses RPC.Using effect is more preferable.
Optionally, described bottom plate 1, connected between splicing layer 2, cushion 3, supporting plate 4 and basic profile plate 5 using the fourth of the twelve Earthly Branches Connect.
Optionally, the bottom plate 1 is steel plate.
Optionally, the splice is concrete splice, and reinforcing bar is provided with the concrete splice.
Optionally, embedded connection is used between the splice.
The beneficial effects of the utility model are compared with prior art:
1st, the utility model is set using Multilayer panel, passes through bottom plate 1, splicing layer 2, cushion 3, supporting plate 4 and basis It is stacked between profile plate 5, effectively buffers the pressure from bridge floor, mitigates pontic load-bearing, while scattered bridge panel point The pressure born, make the uniform load-bearing of bridge panel.Hollow hole 23 inside splice, which is set, causes weight reduction.Each splice it Between connect more reliable, maintenance or installation operation are convenient, simple, and easy for construction, cost is low.With larger ductility so that bridge Face is not susceptible to situations such as fracture.
2nd, cushion 3 of the present utility model is provided with several eyelets 31 of insertion cushion 3, can reduce cushion 3 Density, increase the leeway of resilience buffering after the stress of cushion 3.Hole wall 32 between the adjacent eyelet 31 of cushion 3 is embedded with bullet Property air bag 33, cushion 3 can be made after the yield deformation that is stressed, elastic bag 33 produce opposite effect power, make cushion 3 Quickly tend to original form, so as to make the effect of the buffering of cushion 3 and damping more obvious.Such structure avoid it is strong Degree directly acts on panel, causes problems of crack in the course of time, substantially prolongs the service life of panel.
Obviously, it is new without departing from this practicality can to carry out various changes and modification to utility model by those skilled in the art The spirit and scope of type.So, if these modifications and variations of the present utility model belong to the utility model claims and its Within the scope of equivalent technologies, then the utility model is also intended to including these changes and modification.

Claims (7)

1. a kind of bridge panel structure, it is characterised in that including the bottom plate being sequentially connected from bottom to up, splicing layer, cushion, branch Fagging and basic profile plate;The splicing layer is formed by connecting by multiple splices, and hollow hole, the spelling are provided with the splice One side of fitting has a projection, and another side on the other side has a groove, raised and groove shapes size It coincide;The cushion is made of elastic rubber material, and several holes for penetrating the cushion are provided with the cushion , hole wall is formed between the adjacent eyelet, the inside of the hole wall is embedded with elastic bag.
2. bridge panel structure according to claim 1, it is characterised in that the basic section bar plate surface is provided with surface Layer.
3. bridge panel structure according to claim 2, it is characterised in that the superficial layer uses reactive powder coagulation Soil.
4. bridge panel structure according to claim 1, it is characterised in that described bottom plate, splicing layer, cushion, branch Connected between fagging and basic profile plate using the fourth of the twelve Earthly Branches.
5. bridge panel structure according to claim 1, it is characterised in that the bottom plate is steel plate.
6. bridge panel structure according to claim 1, it is characterised in that the splice is concrete splice, should Reinforcing bar is provided with concrete splice.
7. bridge panel structure according to claim 6, it is characterised in that embedded company is used between the splice Connect.
CN201720283116.XU 2017-03-22 2017-03-22 A kind of bridge panel structure Active CN206784178U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720283116.XU CN206784178U (en) 2017-03-22 2017-03-22 A kind of bridge panel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720283116.XU CN206784178U (en) 2017-03-22 2017-03-22 A kind of bridge panel structure

Publications (1)

Publication Number Publication Date
CN206784178U true CN206784178U (en) 2017-12-22

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Application Number Title Priority Date Filing Date
CN201720283116.XU Active CN206784178U (en) 2017-03-22 2017-03-22 A kind of bridge panel structure

Country Status (1)

Country Link
CN (1) CN206784178U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110144805A (en) * 2019-06-27 2019-08-20 秦英彬 A kind of highway bridge with anti-cross force

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110144805A (en) * 2019-06-27 2019-08-20 秦英彬 A kind of highway bridge with anti-cross force
CN110144805B (en) * 2019-06-27 2020-08-18 秦英彬 Highway bridge with anti transverse force

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