CN214402433U - Prefabricated and cast-in-place combined clad steel-concrete composite beam - Google Patents

Prefabricated and cast-in-place combined clad steel-concrete composite beam Download PDF

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Publication number
CN214402433U
CN214402433U CN202120250434.2U CN202120250434U CN214402433U CN 214402433 U CN214402433 U CN 214402433U CN 202120250434 U CN202120250434 U CN 202120250434U CN 214402433 U CN214402433 U CN 214402433U
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China
Prior art keywords
cast
concrete
shaped steel
connecting piece
prefabricated
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CN202120250434.2U
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Chinese (zh)
Inventor
俞福利
吴建军
王盛伟
周国军
马国良
周欢
张伟康
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Zhejiang Lizhi Construction Technology Co ltd
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Zhejiang Lizhi Construction Technology Co ltd
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Abstract

The utility model provides a prefabricated cladding steel-concrete composite beam who combines together with cast-in-place, including H shaped steel roof beam, wherein one side cavity packing of the both sides cavity of H shaped steel roof beam has prefabricated reinforced concrete, and the opposite side is equipped with first connecting piece, the top of H shaped steel roof beam is equipped with the second connecting piece, the utility model provides a H shaped steel web unilateral cladding concrete prefabricated composite beam that the wholeness is good.

Description

Prefabricated and cast-in-place combined clad steel-concrete composite beam
Technical Field
The utility model relates to the technical field of building, specifically be a cladding steel-concrete composite beam that prefabricated and cast-in-place combined together.
Background
In recent years, in fabricated buildings, partially-coated steel-concrete composite columns and beams (PEC columns and PEC beams) are gradually applied to engineering, and design, processing and installation technologies are gradually improved. But still have certain problem in the application, the correlation technique is to be perfect, and traditional building often has the line foot in every layer, and the full length can be realized by aluminum plate, GRC or cast in situ concrete. However, when the PEC beam is manufactured, concrete is poured on both sides of the H-shaped steel beam in a factory, and concrete pins are poured on the side surfaces of the H-shaped steel beam in situ, integrity and pouring quality of the concrete pins cannot be guaranteed to the best.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a prefabricated combination beam of H shaped steel web unilateral cladding concrete that the wholeness is good has solved the problem that proposes in the above-mentioned background art.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a precast and cast-in-place combined clad steel-concrete combined beam comprises an H-shaped steel beam, wherein a cavity on one side of cavities on two sides of the H-shaped steel beam is filled with precast concrete, a first connecting piece is arranged on the other side of the H-shaped steel beam, and a second connecting piece is arranged at the top of the H-shaped steel beam.
Further, the first connecting piece is a web bolt or a steel bar.
Further, the second connecting piece is a floor stud.
(III) advantageous effects
To sum up, the utility model discloses the shaping can once be pour to the H shaped steel roof beam when site operation, need not the upset secondary and pour, has reduced manufacturing cost, utilizes H shaped steel roof beam one side hollow simultaneously can with concrete stitch and concrete floor monolithic casting shaping through first connecting piece, wholeness and intensity improve greatly to whole quality of construction has been improved.
Drawings
Fig. 1 is a schematic structural diagram of embodiment 1 of a composite beam combining prefabrication and cast-in-place of the present invention.
Fig. 2 is a schematic view of the construction structure of embodiment 1 of the composite beam combining prefabrication and cast-in-place of the present invention.
Fig. 3 is a schematic structural diagram of embodiment 2 of the composite beam combining prefabrication and cast-in-place of the present invention.
Fig. 4 is a schematic view of the construction structure of embodiment 2 of the composite beam of the present invention, which is a combination of prefabrication and cast-in-place.
Description of the labeling: 1. an H-shaped steel beam; 2. prefabricating concrete; 3. reinforcing steel bars; 4. a web stud; 5. floor studs; 6. a reinforced concrete floor; 7. reinforced concrete wire foot.
Detailed Description
An embodiment of a clad steel-concrete composite beam combining prefabrication and cast-in-place according to the present invention will be further described with reference to fig. 1 to 4.
A precast and cast-in-place combined clad steel-concrete combined beam comprises an H-shaped steel beam 1, wherein a cavity on one side of cavities on two sides of the H-shaped steel beam 1 is filled with precast concrete 2, a first connecting piece is arranged on the other side of the H-shaped steel beam, and a second connecting piece is arranged at the top of the H-shaped steel beam 1.
In the embodiment, the precast concrete 2 on one side of the H-shaped steel beam 1 is precast in a factory, during site construction, the H-shaped steel beam 1 is transported to the installation position and integrally cast with the reinforced concrete wire feet 7 and the reinforced concrete floor slab 6, so that the H-shaped steel beam 1 is cast and formed at one time during site construction without turning over and secondary casting, the manufacturing cost is reduced, meanwhile, the H-shaped steel beam 1 can be integrally cast and formed with the reinforced concrete wire feet 7 and the reinforced concrete floor slab 6 through the hollow part on one side of the H-shaped steel beam 1 through the first connecting piece, the integrity and the strength are greatly improved, and the integral construction quality is improved.
Example 1: the first connecting piece is a web bolt 4, as shown in fig. 1, the web bolt 4 can be used as the connecting piece, and the specific connecting construction mode is the same as above.
Example 2: the first connecting piece is a steel bar 3, as shown in fig. 2, the steel bar 3 can be used as the connecting piece, and the concrete connecting construction mode is the same as that described above.
In this embodiment, the floor studs 5 may be used as the second connecting members, and the specific connection construction method is the same as above.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1. The utility model provides a cladding steel-concrete combination beam that prefabricated and cast-in-place combined together which characterized in that: the prefabricated reinforced concrete beam comprises an H-shaped steel beam, wherein a cavity on one side of cavities on two sides of the H-shaped steel beam is filled with prefabricated reinforced concrete, a first connecting piece is arranged on the other side of the H-shaped steel beam, and a second connecting piece is arranged at the top of the H-shaped steel beam.
2. A precast and cast-in-place clad steel-concrete composite beam as claimed in claim 1, wherein: the first connecting piece is a web stud or a steel bar.
3. A precast and cast-in-place clad steel-concrete composite beam as claimed in claim 1, wherein: the second connecting piece is a floor stud.
4. A precast and cast-in-place clad steel-concrete composite beam as claimed in claim 1, wherein: and after the concrete composite beam is processed in a factory, concrete on the other side is cast in situ, and the concrete is integrally cast with the floor slab and the terminal.
CN202120250434.2U 2021-01-29 2021-01-29 Prefabricated and cast-in-place combined clad steel-concrete composite beam Active CN214402433U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120250434.2U CN214402433U (en) 2021-01-29 2021-01-29 Prefabricated and cast-in-place combined clad steel-concrete composite beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120250434.2U CN214402433U (en) 2021-01-29 2021-01-29 Prefabricated and cast-in-place combined clad steel-concrete composite beam

Publications (1)

Publication Number Publication Date
CN214402433U true CN214402433U (en) 2021-10-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120250434.2U Active CN214402433U (en) 2021-01-29 2021-01-29 Prefabricated and cast-in-place combined clad steel-concrete composite beam

Country Status (1)

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CN (1) CN214402433U (en)

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