CN205637265U - Xenogenesis profiled sheet fixing device on strength nature roof beam - Google Patents

Xenogenesis profiled sheet fixing device on strength nature roof beam Download PDF

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Publication number
CN205637265U
CN205637265U CN201620247369.7U CN201620247369U CN205637265U CN 205637265 U CN205637265 U CN 205637265U CN 201620247369 U CN201620247369 U CN 201620247369U CN 205637265 U CN205637265 U CN 205637265U
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China
Prior art keywords
isometric
shaped steel
roof beam
profiled sheet
profile steel
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Active
Application number
CN201620247369.7U
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Chinese (zh)
Inventor
周磊
杨帅
苏琼
朱岩岩
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China Construction Science and Industry Corp Ltd
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China Construction Steel Structure Corp Ltd
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Priority to CN201620247369.7U priority Critical patent/CN205637265U/en
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Publication of CN205637265U publication Critical patent/CN205637265U/en
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Abstract

The utility model relates to a xenogenesis profiled sheet fixing device on strength nature roof beam, its characterized in that: it is including short H shaped steel (1), isometric H shaped steel (2) and strength nature roof beam (3), isometric H shaped steel (2) and strength nature roof beam (3) parallel arrangement and upper limb listrium flush each other, short H shaped steel (1) sets up between isometric H shaped steel (2) and strength nature roof beam (3), just with the web welded fastening of isometric H shaped steel (2) and strength nature roof beam (3) the upper limb listrium of isometric H shaped steel (2) surface is along one row perpendicular overlap joint of length direction profiled sheet (4), be fixed in isometric H shaped steel (2) through cant chisei (5) with profiled sheet (4) on. Be applicable to various profiled sheets and concrete strength nature roof beam connected node, effectively increased the convenience of construction, strengthened the reliability of node, improve the efficiency of construction, reduce the potential safety hazard.

Description

Xenogenesis profiled sheet fixing device on stiff beam
Technical field
This utility model relates to a kind of profiled sheet fixing on the stiff beam Construction of Steel Structure.Belong to steel building construction field.
Background technology
Along with the development of current China urban skyscraper, the raising requiring building structure aseismatic, stiffness structure form is widely used.But stiffness structure adds the cross-operation of each specialty, steel construction, civil engineering are affected.
A kind of joint form, profiled sheet is laid and is overlapped with stiff beam, there is following point in this overlapping mode: (1) profiled sheet lay in advance by cause stiff beam stirrup cannot colligation (2) if profiled sheet is concordant with side template, need to wait for after civil engineering unit scaffold support sets up, profiled sheet can be laid, then this part plate muscle colligation is delayed, floor entirety project schedule delay;(3) many units cross-operation simultaneously, increases security risk.
Utility model content
Technical problem to be solved in the utility model is to provide xenogenesis profiled sheet fixing device on a kind of stiff beam for above-mentioned prior art, and solving stirrup cannot improve efficiency of construction while the problem of colligation, it is ensured that construction safety.
The technical scheme in the invention for solving the above technical problem is: xenogenesis profiled sheet fixing device on a kind of stiff beam, it is characterized in that: it includes short H profile steel, isometric H profile steel and stiff beam, described isometric H profile steel and stiff beam is arranged in parallel and top flange plate is mutually flush, described short H profile steel is arranged between isometric H profile steel and stiff beam, and be welded and fixed with the web of isometric H profile steel and stiff beam, the most vertically overlap a row pressure shape steel plate on the top flange plate surface of described isometric H profile steel, by peg, profiled sheet is fixed in isometric H profile steel.
Compared with prior art, the utility model has the advantage of:
1, profiled sheet is laid and welding of peg is without waiting for civil engineering housing scaffold, reduces cross-operation, reduces security risk;
2, laying in advance due to profiled sheet, the more former scheme every layer overall duration shifts to an earlier date 2-3 days;
3, H profile steel rigidity is more than flitch, strengthens support strength;
4, H profile steel of encorbelmenting participates in joints, and opposing node hogging moment and shearing, structure is more firm.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein:
Short H profile steel 1
Isometric H profile steel 2
Stiff beam 3
Profiled sheet 4
Peg 5.
Detailed description of the invention
Below in conjunction with accompanying drawing embodiment, this utility model is described in further detail.
As shown in Figure 1, xenogenesis profiled sheet fixing device on a kind of stiff beam in this utility model embodiment, including short H profile steel 1, isometric H profile steel 2 and stiff beam 3, described isometric H profile steel 2 and stiff beam 3 are arranged in parallel, and top flange plate is mutually flush, described short H profile steel 1 is arranged between isometric H profile steel 2 and stiff beam 3, and be welded and fixed with the web of isometric H profile steel 2 and stiff beam 3, the most vertically overlap a row pressure shape steel plate 4 on the top flange plate surface of described isometric H profile steel 2, by peg 5, profiled sheet 4 is fixed in isometric H profile steel 2.
Comprising short H profile steel in the present embodiment some, the isometric H profile steel of stiff beam one, stiff beam one, profiled sheet are some with peg, and profiled sheet is overlapped on H profile steel top flange of encorbelmenting.H profile steel specification is drawn by calculating simulation, it is ensured that support strength and rigidity.
In addition to the implementation, this utility model also includes the technical scheme that other embodiments, all employing equivalents or equivalence substitute mode are formed, within all should falling into this utility model scope of the claims.

Claims (1)

1. xenogenesis profiled sheet fixing device on a stiff beam, it is characterized in that: it includes short H profile steel (1), isometric H profile steel (2) and stiff beam (3), described isometric H profile steel (2) and stiff beam (3) is arranged in parallel and top flange plate is mutually flush, described short H profile steel (1) is arranged between isometric H profile steel (2) and stiff beam (3), and be welded and fixed with the web of isometric H profile steel (2) and stiff beam (3), a row pressure shape steel plate (4) is the most vertically overlapped on the top flange plate surface of described isometric H profile steel (2), by peg (5), profiled sheet (4) is fixed in isometric H profile steel (2).
CN201620247369.7U 2016-03-29 2016-03-29 Xenogenesis profiled sheet fixing device on strength nature roof beam Active CN205637265U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620247369.7U CN205637265U (en) 2016-03-29 2016-03-29 Xenogenesis profiled sheet fixing device on strength nature roof beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620247369.7U CN205637265U (en) 2016-03-29 2016-03-29 Xenogenesis profiled sheet fixing device on strength nature roof beam

Publications (1)

Publication Number Publication Date
CN205637265U true CN205637265U (en) 2016-10-12

Family

ID=57074731

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620247369.7U Active CN205637265U (en) 2016-03-29 2016-03-29 Xenogenesis profiled sheet fixing device on strength nature roof beam

Country Status (1)

Country Link
CN (1) CN205637265U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006477A (en) * 2021-03-06 2021-06-22 中建三局集团(深圳)有限公司 High-altitude cantilever stiff structure and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006477A (en) * 2021-03-06 2021-06-22 中建三局集团(深圳)有限公司 High-altitude cantilever stiff structure and construction method thereof

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