CN204418510U - Floor support plate steel bar girder structure - Google Patents

Floor support plate steel bar girder structure Download PDF

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Publication number
CN204418510U
CN204418510U CN201420841115.9U CN201420841115U CN204418510U CN 204418510 U CN204418510 U CN 204418510U CN 201420841115 U CN201420841115 U CN 201420841115U CN 204418510 U CN204418510 U CN 204418510U
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CN
China
Prior art keywords
reinforcing bar
bar
support plate
floor support
bearing
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Active
Application number
CN201420841115.9U
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Chinese (zh)
Inventor
朱连吉
熊春燕
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Renqiu Yongji Construction and Installation Engineering Co Ltd
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Renqiu Yongji Construction and Installation Engineering Co Ltd
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Priority to CN201420841115.9U priority Critical patent/CN204418510U/en
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Abstract

The utility model provides a kind of floor support plate steel bar girder structure, and this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.Its simplicity of design, Stability Analysis of Structures, easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.

Description

Floor support plate steel bar girder structure
Technical field
The utility model belongs to building structure field, relates to a kind of floor support plate steel bar girder structure, is widely used in the prefabricated panel of sectionalized house building.
Background technology
In building construction process, adopt the form of construction work of conventional on-site concreting, easily cause the shortcomings such as labour demand is large, building construction cost is high, the construction period is long.In recent years, answered national policy to require and building Green Development demand, defined the architectural mode of sectionalized house gradually, the concrete panel namely needed for the prefabricated assembled house of factory floor, and be transported to job site and carry out lifting installation.In order to improve the intensity of precast concrete panel, the utility model provides a kind of floor support plate steel bar girder structure, its simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
Utility model content
The utility model object is to provide a kind of floor support plate steel bar girder structure, simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
The technical scheme that the utility model adopts is: a kind of floor support plate steel bar girder structure, and this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.
Described web member reinforcing bar, carries out wire drawing dish by φ 6 reinforcing bar round-formed.
Described wind up reinforcing bar and lower edge reinforcing bar, prepared by the cutting of φ 8 reinforcing bar.
Described bearing vertical reinforcement and bearing horizontal reinforcement, prepared by the cutting of φ 10 reinforcing bar.
The beneficial effects of the utility model are: the floor support plate steel bar girder structure that the utility model provides, simplicity of design, Stability Analysis of Structures, and easy construction, reduces costs, and can be widely used in the precast concrete panel of sectionalized house building.
Accompanying drawing explanation
Fig. 1 is floor support plate steel bar girder structural representation, and Fig. 2 is steel bar girder schematic diagram.
Reference numeral: 1, floor support plate; 2, web member reinforcing bar; 3, wind up reinforcing bar; 4, lower edge reinforcing bar; 5, bearing vertical reinforcement; 6, bearing horizontal reinforcement.
Detailed description of the invention
As depicted in figs. 1 and 2, floor support plate steel bar girder structural representation, comprises floor support plate (1), web member reinforcing bar (2), the reinforcing bar that winds up (3), lower edge reinforcing bar (4), bearing vertical reinforcement (5) and bearing horizontal reinforcement (6); Bearing vertical reinforcement (5) forms bearing together with being vertically connected on bearing horizontal reinforcement (6), is symmetricly set on the two ends of steel bar girder; Connected by the reinforcing bar that winds up (3) between bearing vertical reinforcement (5) top, connected by two lower edge reinforcing bars (4) between bearing horizontal reinforcement (6); Web member reinforcing bar (2), by the round-formed trussed construction of wire drawing dish, is connected with the reinforcing bar that winds up (3) and lower edge reinforcing bar (4), and above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate (1) respectively, form floor support plate steel bar girder structure.
When Workshop Production, first web member reinforcing bar (2), the reinforcing bar that winds up (3), lower edge reinforcing bar (4), bearing vertical reinforcement (5) and bearing horizontal reinforcement (6) are obtained by operations such as wire drawing dish circle, cuttings, then linked together by resistance welding according to design drawing, form steel bar girder; Three groups of steel bar girders are welded together with floor support plate (1) respectively, form floor support plate steel bar girder structure.
The utility model is not limited to above-mentioned embodiment, and anyone can draw other various forms of products under enlightenment of the present utility model.All equalizations done according to the utility model claim change and modify, and all should belong to covering scope of the present utility model.

Claims (4)

1. a floor support plate steel bar girder structure, is characterized in that, this structure comprises floor support plate, web member reinforcing bar, the reinforcing bar that winds up, lower edge reinforcing bar, bearing vertical reinforcement and bearing horizontal reinforcement; Bearing vertical reinforcement forms bearing together with being vertically connected on bearing horizontal reinforcement, is symmetricly set on the two ends of steel bar girder; By the bar connecting that winds up between bearing vertical reinforcement top, by two lower edge bar connecting between bearing horizontal reinforcement; Web member reinforcing bar is by the round-formed trussed construction of wire drawing dish, and with reinforcing bar and the lower edge bar connecting of winding up, above-mentioned reinforcing bar to be linked together composition steel bar girder by electric resistance welding; Three groups of steel bar girders are welded together with floor support plate respectively, form floor support plate steel bar girder structure.
2. floor support plate steel bar girder structure according to claim 1, is characterized in that, described web member reinforcing bar, carries out wire drawing dish round-formed by φ 6 reinforcing bar.
3. floor support plate steel bar girder structure according to claim 1, is characterized in that, described wind up reinforcing bar and lower edge reinforcing bar, is prepared by the cutting of φ 8 reinforcing bar.
4. floor support plate steel bar girder structure according to claim 1, is characterized in that, described bearing vertical reinforcement and bearing horizontal reinforcement, is prepared by the cutting of φ 10 reinforcing bar.
CN201420841115.9U 2014-12-27 2014-12-27 Floor support plate steel bar girder structure Active CN204418510U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420841115.9U CN204418510U (en) 2014-12-27 2014-12-27 Floor support plate steel bar girder structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420841115.9U CN204418510U (en) 2014-12-27 2014-12-27 Floor support plate steel bar girder structure

Publications (1)

Publication Number Publication Date
CN204418510U true CN204418510U (en) 2015-06-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420841115.9U Active CN204418510U (en) 2014-12-27 2014-12-27 Floor support plate steel bar girder structure

Country Status (1)

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CN (1) CN204418510U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104929291A (en) * 2015-07-15 2015-09-23 长沙怡景建材科技有限公司 Magnesium oxysulfate steel bar truss board and manufacturing method thereof
CN106567488A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Steel bar truss floor deck
CN109518861A (en) * 2018-12-06 2019-03-26 唐山市力铭金属制品有限公司 A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104929291A (en) * 2015-07-15 2015-09-23 长沙怡景建材科技有限公司 Magnesium oxysulfate steel bar truss board and manufacturing method thereof
CN104929291B (en) * 2015-07-15 2017-10-24 长沙怡景建材科技有限公司 A kind of magnesium oxysulfide steel bar girder plate
CN106567488A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Steel bar truss floor deck
CN109518861A (en) * 2018-12-06 2019-03-26 唐山市力铭金属制品有限公司 A kind of steel bar truss floor support plate being applied in combination with cast-in-situ wall

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