CN203867067U - U-shaped steel concrete compound section beam - Google Patents
U-shaped steel concrete compound section beam Download PDFInfo
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- CN203867067U CN203867067U CN201420265262.6U CN201420265262U CN203867067U CN 203867067 U CN203867067 U CN 203867067U CN 201420265262 U CN201420265262 U CN 201420265262U CN 203867067 U CN203867067 U CN 203867067U
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Abstract
The utility model relates to a section beam, in particular to a U-shaped steel concrete compound section beam, and is applied in the field of steel-structural house building projects. According to the compound section beam, web plates are arranged at two side ends at the upper end of a base plate; transversal stiffening plates and shearing male pins are arranged on the inner walls of the web plates and at the upper part of the base plate respectively; support segment slotting ejection plates are arranged at the left ends and the right ends at the upper parts of the web plates respectively; longitudinal batten plates are arranged between the two support segment slotting ejection plates; supporting corbels are arranged on the outer walls of the web plates; the upper ends of the web plates, the support segment slotting ejection plates and the longitudinal batten plates are inserted into a concrete beam; the base plate, the web plates, the support segment slotting ejection plates and the longitudinal batten plates form a grouting cavity; the grouting cavity is filled with concrete. The compound section beam, as well as a construction method thereof, is compact in structure, simple and convenient in on-site construction and high in assemblage degree, and can form the industrialized, assembled and mechanized matching processing, processing quality can be ensured, and the construction period can be accelerated.
Description
Technical field
The utility model relates to one and cuts section bar, and relates in particular to a kind of U-shaped steel concrete combination beam, is applied to structure of steel structure building engineering field.
Background technology
Reinforced concrete beam is traditional main bearing member of building construction, have cross section large, from features such as great and long construction periods; Steel structure girder has that intensity is high, anti-seismic performance good, from features such as heavy and light, reusable edible, easy constructions, but also there is the shortcomings such as fireproof performance is poor, poor corrosion resistance; Steel reinforced concrete compound beam can be brought into play steel work and the concrete structure advantage of material separately, under steel using amount same case, improve the intensity of member, improve the ductility of member, the anti-seismic performance, fire prevention and the decay resistance that have strengthened structure, be widely used; But the cross section of steel reinforced concrete compound beam is large, the key of long construction period affects operation: formwork, assembling reinforcement, still effectively do not solved.
Utility model content
The utility model is mainly to solve the deficiencies in the prior art, a kind of compact conformation is provided, efficiently solve the factor that the on-the-spot formwork of reinforced concrete beam and assembling reinforcement have a strong impact on construction period and construction costs, relatively there is with conventional steel structural concrete beam the component strength of raising, improve component ductility, strengthen structural seismic performance, the better advantage such as fire resistance, relatively have with girder with rolled steel section en cased in concrete and reduce sectional dimension of members, reduce difficulty of construction, alleviate the U-shaped steel concrete combination beam of the advantages such as dead load.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of U-shaped steel concrete combination beam, comprise base plate and concrete beam, the two side ends on described base plate top is respectively equipped with web, the inwall of described web and the top of base plate are respectively equipped with equally distributed lateral stiffening plate and shearing resistance peg, the left end on the top of described web and right-hand member are respectively equipped with abutment segment fluting top board, between two abutment segment fluting top boards, be provided with the equally distributed batten plate that longitudinally adds, the outer wall of described web is provided with support bracket, the upper end of described web, abutment segment fluting top board and longitudinally add batten plate and be inserted in concrete beam, described base plate, web, abutment segment fluting top board and longitudinally add batten plate and form the cavity that is in the milk, in described grouting cavity, be provided with concrete.
As preferably, in described concrete beam, be provided with transverse reinforcement net, in described grouting cavity, be provided with the longitudinal reinforcement net fixing with transverse reinforcement net, after the splicing of described transverse reinforcement net and longitudinal reinforcement net, be " T " shape and distribute, between described the abutment segment fluting two side ends of top board 6 and the top of web 3, longitudinally add between the top of batten plate 7 and web 3 and be respectively equipped with and laterally add batten plate 14.
As preferably, locate mutually the described top of support bracket and the bottom of concrete beam, and the top of described support bracket is provided with the shear connector extending in concrete beam.
Adopt penetration welding to be connected with steel column bracket, do not need to arrange beam support shuttering, after beam column has connected, directly can lay floor support plate and floor steel bar, then carry out concrete pouring construction, work progress is convenient, easily operation.
In the time that beam span is large or case bay is larger, can adopt temporary supporting to support beam, complete and reach after design strength in concreting, can remove temporary supporting.
Therefore, U-shaped steel concrete combination beam of the present utility model, compact conformation, can form batch production, assemblingization and mechanical matching processing, and crudy is guaranteed, the construction period can accelerate, site operation is easy, assemblingization degree is high.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model and concrete beam;
Fig. 3 is side-looking structural representation of the present utility model;
Fig. 4 is plan structure schematic diagram of the present utility model;
Fig. 5 is the structural representation with steel mesh reinforcement in the utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: as Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4 and Fig. 5, a kind of U-shaped steel concrete combination beam, comprise base plate 1 and concrete beam 2, the two side ends on described base plate 1 top is respectively equipped with web 3, the inwall of described web 3 and the top of base plate 1 are respectively equipped with equally distributed lateral stiffening plate 4 and shearing resistance peg 5, the left end on the top of described web 3 and right-hand member are respectively equipped with abutment segment fluting top board 6, two 6, top boards of abutment segment fluting are provided with the equally distributed batten plate 7 that adds, the outer wall of described web 3 is provided with and supports bracket 8, the upper end of described web 3, abutment segment fluting top board 6 and add batten plate 7 and be inserted in concrete beam 2, described base plate 1, web 3, abutment segment fluting top board 6 and add batten plate 7 and form grouting cavitys 9, in described grouting cavity 9, be provided with concrete 10.
In described concrete beam 2, be provided with transverse reinforcement net 11, in described grouting cavity 9, be provided with the longitudinal reinforcement net 12 fixing with transverse reinforcement net 11, after described transverse reinforcement net 11 and 12 splicings of longitudinal reinforcement net, be " T " shape and distribute, between described the abutment segment fluting two side ends of top board 6 and the top of web 3, longitudinally add between the top of batten plate 7 and web 3 and be respectively equipped with and laterally add batten plate 14.
Locate mutually with the bottom of concrete beam 2 on the top of described support bracket 8, and the top of described support bracket 8 is provided with the shear connector 13 extending in concrete beam 2.
Claims (3)
1. a U-shaped steel concrete combination beam, it is characterized in that: comprise base plate (1) and concrete beam (2), the two side ends on described base plate (1) top is respectively equipped with web (3), the inwall of described web (3) and the top of base plate (1) are respectively equipped with equally distributed lateral stiffening plate (4) and shearing resistance peg (5), the left end on the top of described web (3) and right-hand member are respectively equipped with abutment segment fluting top board (6), between two abutment segment fluting top boards (6), be provided with the equally distributed batten plate (7) that longitudinally adds, the outer wall of described web (3) is provided with and supports bracket (8), the upper end of described web (3), abutment segment fluting top board (6) and longitudinally add batten plate (7) and be inserted in concrete beam (2), described base plate (1), web (3), abutment segment is opened U top board (6) and is longitudinally added batten plate (7) and forms grouting cavity (9), in described grouting cavity (9), be provided with concrete (10).
2. U-shaped steel concrete combination beam according to claim 1, it is characterized in that: in described concrete beam (2), be provided with transverse reinforcement net (11), in described grouting cavity (9), be provided with the longitudinal reinforcement net (12) fixing with transverse reinforcement net (11), after the splicing of described transverse reinforcement net (11) and longitudinal reinforcement net (12), be " T " shape and distribute, between the described two side ends of abutment segment fluting top board (6) and the top of web (3), longitudinally add between the top of batten plate (7) and web (3) and be respectively equipped with and laterally add batten plate (14).
3. U-shaped steel concrete combination beam according to claim 1 and 2, it is characterized in that: locate mutually with the bottom of concrete beam (2) on the top of described support bracket (8), the top of described support bracket (8) is provided with the shear connector (13) extending in concrete beam (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265262.6U CN203867067U (en) | 2014-05-23 | 2014-05-23 | U-shaped steel concrete compound section beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420265262.6U CN203867067U (en) | 2014-05-23 | 2014-05-23 | U-shaped steel concrete compound section beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203867067U true CN203867067U (en) | 2014-10-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420265262.6U Expired - Fee Related CN203867067U (en) | 2014-05-23 | 2014-05-23 | U-shaped steel concrete compound section beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN203867067U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060761A (en) * | 2014-05-23 | 2014-09-24 | 浙江东南网架股份有限公司 | U-shaped steel-concrete composite section beam and construction method of section beam |
| CN106284840A (en) * | 2016-09-22 | 2017-01-04 | 广东省建筑设计研究院 | A kind of second pouring steel reinforced concrete frame beam and construction method thereof |
| CN109183615A (en) * | 2018-08-17 | 2019-01-11 | 中铁大桥勘测设计院集团有限公司 | A kind of more girder formula steel reinforced concrete combination continuous beams |
| CN111980295A (en) * | 2020-08-26 | 2020-11-24 | 长安大学 | Truss structure adopting rectangular steel pipe concrete chord member with batten plate openings |
| CN115110825A (en) * | 2022-04-20 | 2022-09-27 | 重庆大学 | Detachable prefabricated reinforced concrete beam-steel column connecting node and repairing method thereof |
-
2014
- 2014-05-23 CN CN201420265262.6U patent/CN203867067U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060761A (en) * | 2014-05-23 | 2014-09-24 | 浙江东南网架股份有限公司 | U-shaped steel-concrete composite section beam and construction method of section beam |
| CN104060761B (en) * | 2014-05-23 | 2016-03-09 | 浙江东南网架股份有限公司 | U-shaped steel concrete combination beam and construction method thereof |
| CN106284840A (en) * | 2016-09-22 | 2017-01-04 | 广东省建筑设计研究院 | A kind of second pouring steel reinforced concrete frame beam and construction method thereof |
| CN106284840B (en) * | 2016-09-22 | 2017-10-24 | 广东省建筑设计研究院 | A kind of second pouring steel reinforced concrete frame beam and its construction method |
| CN109183615A (en) * | 2018-08-17 | 2019-01-11 | 中铁大桥勘测设计院集团有限公司 | A kind of more girder formula steel reinforced concrete combination continuous beams |
| CN109183615B (en) * | 2018-08-17 | 2020-05-26 | 中铁大桥勘测设计院集团有限公司 | Multi-main-beam type steel-concrete combined continuous beam |
| CN111980295A (en) * | 2020-08-26 | 2020-11-24 | 长安大学 | Truss structure adopting rectangular steel pipe concrete chord member with batten plate openings |
| CN115110825A (en) * | 2022-04-20 | 2022-09-27 | 重庆大学 | Detachable prefabricated reinforced concrete beam-steel column connecting node and repairing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20141008 Termination date: 20210523 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |