CN214882958U - Steel-concrete combined bridge deck poured by concrete beams in separate bins - Google Patents
Steel-concrete combined bridge deck poured by concrete beams in separate bins Download PDFInfo
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- CN214882958U CN214882958U CN202023063451.XU CN202023063451U CN214882958U CN 214882958 U CN214882958 U CN 214882958U CN 202023063451 U CN202023063451 U CN 202023063451U CN 214882958 U CN214882958 U CN 214882958U
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Abstract
The utility model belongs to the technical field of bridge engineering, especially, relate to an adopt reinforced concrete combination decking that concrete beam divides storehouse to pour. The utility model discloses a set up the mode of horizontal precast concrete roof beam, vertical precast concrete roof beam, horizontal vertical reinforcing bar net and shear force key on the end steel sheet, reach the effect that effectively makes reinforced concrete combination decking. The utility model has the advantages of the construction method of steel-concrete combination decking is simple nimble, and can step by step go, and compare in current cast-in-place formula steel-concrete combination decking, still has the shrinkage of indulging, horizontal bridge direction less, and the decking fracture risk is low to and the durability is high, and used high performance concrete equally moreover, the utility model discloses need the problem of severe arrangement of reinforcement, needs high temperature steam maintenance when can avoiding the construction.
Description
Technical Field
The utility model belongs to the technical field of bridge engineering, especially, relate to an adopt reinforced concrete combination decking that concrete beam divides storehouse to pour.
Background
The bridge deck in the traditional bridge engineering mostly adopts reinforced concrete with wide raw material sources, simple preparation procedures, low price, mature construction technology and larger integral rigidity, but because the longitudinal length of the bridge is larger, if the mode of integrally casting the reinforced concrete bridge deck on site is directly adopted, shrinkage cracks are easily generated, and the durability of the structure of the bridge deck is influenced.
In a bridge deck structure of a large-span bridge, the reinforced concrete bridge deck is easy to shrink and crack due to the self weight of the reinforced concrete bridge deck, and the tensile strength is low, so that the design and use requirements are difficult to adapt. Therefore, the steel bridge deck with light dead weight and high strength and capable of being automatically produced in a whole factory is gradually used in engineering in recent years, and is widely used in large-span bridges in particular.
However, the steel bridge deck is relatively expensive in manufacturing cost, the difference between the rigidity of the steel bridge deck and the rigidity of the whole bridge deck structure layer formed by the pavement layer is large, and under the action of complex climate environment changes and a large amount of automobile loads on the upper portion, the problems of fatigue cracks of the steel bridge deck and cracking and damage of the pavement layer are caused to occur in a large amount, so that the problems are difficult to well solve, and the structure and driving safety are influenced.
Therefore, the steel concrete composite bridge deck with a plurality of performance advantages of the reinforced concrete bridge deck and the steel bridge deck is produced. In order to reduce the weight of a bridge deck and increase the rigidity of a bridge deck, steel-concrete combined bridge deck plates formed by combining ultrahigh-performance concrete and a steel bridge deck are increasingly adopted, however, severe reinforcing bars are required to resist large tensile stress caused by shrinkage of the steel bridge deck plates during pavement of the steel bridge deck, and the shrinkage cracks are reduced by overall steam curing, so that the construction quality is difficult to ensure, and the economic benefit is poor. Therefore, it is necessary to design a structural form of the steel-concrete composite bridge deck and a construction method thereof, which have the advantages of reasonable structural stress, convenient construction, excellent durability, economy and strong practicability, so as to solve a plurality of problems of the existing steel-concrete bridge deck.
The patent publication No. CN110644361A, Chinese patent application publication No. 2020.01.03, discloses a reinforced concrete composite beam bridge deck, which comprises concrete and a steel bottom plate, wherein the concrete is poured on the steel bottom plate, the reinforced concrete composite beam bridge deck further comprises transverse perforated stiffening plates arranged at intervals and longitudinal prestressed plates arranged at intervals, the transverse perforated stiffening plates are arranged on the upper surface of the steel bottom plate, and the longitudinal prestressed plates penetrate through the transverse perforated stiffening plates.
However, the bridge deck of the steel-concrete composite beam in the patent of the invention has the problems of large longitudinal and transverse bridge shrinkage of the bridge deck and poor overall durability.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an adopt reinforced concrete combination decking that concrete beam divides storehouse was pour, it can reach the effect that effectively makes reinforced concrete combination decking through the mode that sets up horizontal precast concrete beam, vertical precast concrete beam, horizontal vertical reinforcing bar net and shear force key on the end steel sheet. The utility model has the advantages of the construction method of steel-concrete combination decking is simple nimble, and can step by step go, and compare in current cast-in-place formula steel-concrete combination decking, still has the shrinkage of indulging, horizontal bridge direction less, and the decking fracture risk is low to and the durability is high, and used high performance concrete equally moreover, the utility model discloses need the problem of severe arrangement of reinforcement, needs high temperature steam maintenance when can avoiding the construction.
The utility model provides a technical scheme that above-mentioned problem adopted is: the reinforced concrete combined bridge deck slab adopting concrete beams to pour in separate bins comprises a bottom steel plate, and further comprises a transverse precast concrete beam, a longitudinal precast concrete beam, a transverse and longitudinal reinforcing mesh and shear keys, wherein the transverse precast concrete beam, the longitudinal precast concrete beam, the transverse and longitudinal reinforcing mesh and the shear keys are arranged on the upper surface of the bottom steel plate.
The further preferred technical scheme is as follows: and a separation bin for pouring concrete is formed between the transverse precast concrete beam and the longitudinal precast concrete beam.
The further preferred technical scheme is as follows: and the transverse and longitudinal reinforcing meshes penetrate through the transverse precast concrete beam and the longitudinal precast concrete beam.
The further preferred technical scheme is as follows: the shear key is positioned in the separation bin and used for fixing the transverse and longitudinal reinforcing steel bar meshes on the bottom steel plate.
The further preferred technical scheme is as follows: and cluster type shear keys are arranged in the transverse precast concrete beam and the longitudinal precast concrete beam and are used for fixedly connecting the transverse and longitudinal reinforcing mesh and the bottom steel plate in the transverse precast concrete beam and the longitudinal precast concrete beam.
The further preferred technical scheme is as follows: and the transverse precast concrete beam, the longitudinal precast concrete beam and the concrete in the separation bin form a concrete structure layer.
The further preferred technical scheme is as follows: and a wearing layer is also arranged on the concrete structure layer.
The further preferred technical scheme is as follows: the concrete structure layer is formed by pouring high-performance concrete or ultrahigh-performance concrete.
A construction method of a reinforced concrete combined bridge deck slab poured by concrete beams in different bins sequentially comprises the following steps:
s1, fixing the bottom steel plate on the I-shaped steel longitudinal beam;
s2, mounting the transverse and longitudinal reinforcing meshes on the bottom steel plate;
s3, installing the shear key and the cluster shear key on the transverse and longitudinal steel bar net;
s4, pouring in the cluster type shear key area to form the transverse precast concrete beam and the longitudinal precast concrete beam;
s5, pouring the separation bin to form the concrete structure layer;
and S6, paving the wearing layer on the concrete structure layer to form the final steel-concrete composite bridge deck.
The further preferred technical scheme is as follows: and S4, arranging chiseling-free grout stopping belts on the lateral sides of the transverse precast concrete beam and the longitudinal precast concrete beam during pouring.
The utility model discloses a set up the mode of horizontal precast concrete roof beam, vertical precast concrete roof beam, horizontal vertical reinforcing bar net and shear force key on the end steel sheet, reach the effect that effectively makes reinforced concrete combination decking. The utility model has the advantages of the construction method of steel-concrete combination decking is simple nimble, and can step by step go, and compare in current cast-in-place formula steel-concrete combination decking, still has the shrinkage of indulging, horizontal bridge direction less, and the decking fracture risk is low to and the durability is high, and used high performance concrete equally moreover, the utility model discloses need the problem of severe arrangement of reinforcement, needs high temperature steam maintenance when can avoiding the construction.
Drawings
Fig. 1 is a schematic view of the position structure of the middle compartment of the present invention.
Fig. 2 is a schematic structural view of the medium steel-concrete composite bridge deck of the present invention.
Fig. 3 is an installation and use schematic diagram of the medium steel-concrete composite bridge deck of the present invention.
Detailed Description
The following description is only for the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention.
Example (b): as shown in fig. 1, 2 and 3, the reinforced concrete composite bridge deck poured by the concrete beams in different bins comprises a bottom steel plate 2, and further comprises a transverse precast concrete beam 3, a longitudinal precast concrete beam 4, a transverse and longitudinal reinforcing mesh 7 and a shear key 6 which are arranged on the upper surface of the bottom steel plate 2.
In the prior art, a steel-concrete combined bridge deck made of high-performance concrete is adopted, and a large number of steel bars must be heavily configured in order to resist large tensile stress caused by shrinkage of a high-performance concrete pouring layer; in order to reduce shrinkage cracks of the high-performance concrete pouring layer, the high-performance concrete pouring layer needs to be subjected to integral high-temperature steam curing, and due to the two points, the existing high-performance concrete-made steel-concrete combined bridge deck has the problems that the quality is difficult to ensure and the economic benefit is poor.
And in this embodiment, adopt horizontal precast concrete roof beam 3, the mode of vertical precast concrete roof beam 4 horizontal longitudinal arrangement can leave the independent separate position one by one for the concrete can divide the storehouse to pour, just so can save above-mentioned two necessary operations, finally makes the utility model provides a steel-concrete combination decking has indulges, the horizontal bridge is to the shrink volume little, the decking fracture risk is low and the high advantage of durability.
In addition, the shear key 6 is used for fixing the transverse and longitudinal reinforcing meshes 7 on the bottom steel plate 2, so that the bottom steel plate 2 and a concrete layer are prevented from easily cracking and layering.
In addition, in this embodiment, the bottom steel plate 2 may be disposed on the i-beam longitudinal beam 1.
A separation bin 5 for pouring concrete is formed between the transverse precast concrete beam 3 and the longitudinal precast concrete beam 4.
In this embodiment, the transverse precast concrete beams 3 are arranged at intervals in the longitudinal bridge direction, the longitudinal precast concrete beams 4 are arranged at intervals in the transverse bridge direction, the number of the longitudinal precast concrete beams 4 depends on the width of the bridge deck, and the longitudinal precast concrete beams 4 are not used for a narrow bridge deck.
The transverse and longitudinal reinforcing mats 7 pass through the transverse precast concrete beams 3 and the longitudinal precast concrete beams 4.
The shear key 6 is positioned in the separation bin 5 and used for fixing the transverse and longitudinal reinforcing steel bar meshes 7 on the bottom steel plate 2.
And cluster type shear keys 6-1 are arranged in the transverse precast concrete beam 3 and the longitudinal precast concrete beam 4 and are used for fixedly connecting the transverse and longitudinal reinforcing mesh 7 and the bottom steel plate 2 in the transverse precast concrete beam 3 and the longitudinal precast concrete beam 4.
And the transverse precast concrete beam 3, the longitudinal precast concrete beam 4 and the concrete in the separation bin 5 form a concrete structure layer 8.
And a wearing layer 9 is also arranged on the concrete structure layer 8.
In this embodiment, the wearing layer 9 may be made of a conventional fiber-reinforced composite material, and may be formed by casting in a conventional manner.
The concrete structure layer 8 is formed by pouring high-performance concrete or ultrahigh-performance concrete.
A construction method of a reinforced concrete combined bridge deck slab poured by concrete beams in different bins sequentially comprises the following steps:
s1, fixing the bottom steel plate 2 on the I-shaped steel longitudinal beam 1;
s2, installing the transverse and longitudinal reinforcing meshes 7 on the bottom steel plate 2;
s3, mounting the shear key 6 and the bunched shear key 6-1 on the transverse and longitudinal reinforcing mesh 7;
s4, pouring in the area of the cluster type shear key 6-1 to form the transverse precast concrete beam 3 and the longitudinal precast concrete beam 4;
s5, pouring the separation bin 5 to form the concrete structure layer 8;
and S6, paving the wearing layer 9 on the concrete structure layer 8 to form the final steel-concrete composite bridge deck.
In S4, the transverse precast concrete beam 3 and the longitudinal precast concrete beam 4 are provided with a chiseling-free grout stop belt on the side surface during casting.
Finally, compared with a mode that a large bridge deck needs to be poured together, the concrete structure layer 8 in the embodiment can obtain lower shrinkage and higher durability of the bridge deck by a mode of pouring in different bins, can save high reinforcement and a steam curing process which are necessary for pouring together, and has great economic benefit and wide application prospect.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various modifications can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art. These are non-inventive modifications, which are intended to be protected by patent laws within the scope of the appended claims.
Claims (8)
1. Adopt the reinforced concrete combination decking that concrete beam divides storehouse was pour, including end steel sheet (2), its characterized in that: the steel plate shear connector is characterized by further comprising a transverse precast concrete beam (3), a longitudinal precast concrete beam (4), a transverse and longitudinal reinforcing mesh (7) and a shear key (6), wherein the transverse precast concrete beam, the longitudinal precast concrete beam, the transverse and longitudinal reinforcing mesh and the shear key are arranged on the upper surface of the bottom steel plate (2).
2. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 1, wherein: and a separation bin (5) for pouring concrete is formed between the transverse precast concrete beam (3) and the longitudinal precast concrete beam (4).
3. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 1, wherein: the transverse and longitudinal reinforcing meshes (7) penetrate through the transverse precast concrete beam (3) and the longitudinal precast concrete beam (4).
4. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 2, wherein: the shear key (6) is positioned in the separation bin (5) and used for fixing the transverse and longitudinal reinforcing steel bar meshes (7) on the bottom steel plate (2).
5. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 1, wherein: and cluster type shear keys (6-1) are arranged in the transverse precast concrete beam (3) and the longitudinal precast concrete beam (4) and are used for fixedly connecting the transverse and longitudinal reinforcing mesh (7) and the bottom steel plate (2) in the transverse precast concrete beam (3) and the longitudinal precast concrete beam (4).
6. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 2, wherein: and the concrete structure layer (8) is formed by the transverse precast concrete beam (3), the longitudinal precast concrete beam (4) and the concrete in the separation bin (5).
7. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 6, wherein: and a wearing layer (9) is also arranged on the concrete structure layer (8).
8. The reinforced concrete composite bridge deck poured by the concrete beams in the separate bins according to claim 6, wherein: the concrete structure layer (8) is formed by pouring high-performance concrete or ultrahigh-performance concrete.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202023063451.XU CN214882958U (en) | 2020-12-18 | 2020-12-18 | Steel-concrete combined bridge deck poured by concrete beams in separate bins |
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| CN202023063451.XU CN214882958U (en) | 2020-12-18 | 2020-12-18 | Steel-concrete combined bridge deck poured by concrete beams in separate bins |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359722A (en) * | 2020-12-18 | 2021-02-12 | 福州大学 | Steel-concrete combined bridge deck poured by concrete beams in separate bins and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359722A (en) * | 2020-12-18 | 2021-02-12 | 福州大学 | Steel-concrete combined bridge deck poured by concrete beams in separate bins and construction method thereof |
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Effective date of registration: 20221123 Address after: 350000 No. 2, wulongjiang North Avenue, Fuzhou University City, Fuzhou, Fujian Province Patentee after: FUZHOU University Patentee after: FUJIAN LONGXIANG CONSTRUCTION GROUP Co.,Ltd. Address before: 350000 No.2 Xueyuan Road, Fuzhou University Town, Fuzhou City, Fujian Province Patentee before: FUZHOU University |