CN218437664U - Component type glass curtain wall anti-seismic structure for suspension system - Google Patents
Component type glass curtain wall anti-seismic structure for suspension system Download PDFInfo
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- CN218437664U CN218437664U CN202222599073.XU CN202222599073U CN218437664U CN 218437664 U CN218437664 U CN 218437664U CN 202222599073 U CN202222599073 U CN 202222599073U CN 218437664 U CN218437664 U CN 218437664U
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- curtain wall
- stainless steel
- steel plate
- glass curtain
- seismic
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- 239000011521 glass Substances 0.000 title claims abstract description 21
- 239000000725 suspension Substances 0.000 title claims description 11
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 34
- 239000010935 stainless steel Substances 0.000 claims abstract description 34
- 230000035939 shock Effects 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a component formula glass curtain wall shock-resistant structure for hanging system, including setting up built-in fitting (2) in concrete floor (1), be equipped with antidetonation angle sign indicating number connecting piece (3) on built-in fitting (2), antidetonation angle sign indicating number connecting piece (3) are connected with curtain unit (5) through stainless steel bolt group (4). The utility model has the characteristics of can effectively improve anti-seismic performance.
Description
Technical Field
The utility model relates to a component formula glass curtain wall node, especially a component formula glass curtain wall shock-resistant structure for hanging system.
Background
To meet the large space requirements of buildings, suspended structures have frequently appeared in engineering projects in recent years. The suspension structure usually transmits the floor load around the core tube to the top of the core tube through the suspender, and then the floor load is transmitted to the foundation layer by layer from the top of the core tube, and the structural system determines that the floor structure around the core tube is easy to generate longitudinal fluctuation and deformation in the construction and subsequent use processes. When the component type glass curtain wall is applied to a suspension structure system, the requirement on the seismic performance of the curtain wall is high. However, the existing component type glass curtain wall and the floor slab are connected and fixed by adopting the common conventional curtain wall connecting angle, the seismic performance is general, and a suspension structure system with higher seismic performance requirement cannot be met. Therefore, the prior art has the general problem of earthquake-resistant performance.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a component formula glass curtain wall anti-seismic structure for hanging system. The utility model has the characteristics of can effectively improve anti-seismic performance.
The technical scheme of the utility model: the utility model provides a component formula glass curtain wall antidetonation structure for hanging system, is equipped with antidetonation angle sign indicating number connecting piece including setting up the built-in fitting in concrete floor on the built-in fitting, and antidetonation angle sign indicating number connecting piece is connected with the curtain unit through stainless steel bolt group.
In the component type glass curtain wall anti-seismic structure for the suspension system, the anti-seismic corner connector comprises a second stainless steel plate, two arc-shaped sliding grooves which are vertically distributed in parallel are formed in the second stainless steel plate, a first stainless steel plate is arranged in each arc-shaped sliding groove, and a shock-absorbing spring is arranged between the upper end and the lower end of each arc-shaped sliding groove and the first stainless steel plate; the inner end of the first stainless steel plate is of a circular arc structure.
In the component type glass curtain wall anti-seismic structure for the suspension system, the first stainless steel plate is further provided with a bolt hole.
In the component type glass curtain wall anti-seismic structure for the suspension system, the curtain wall unit comprises the upright post, the cross beam and the glass curtain wall, and the upright post is fixed with the first stainless steel plate.
Compared with the prior art, the utility model discloses a replace traditional glass curtain wall with connecting the angle sign indicating number by inlaying the antidetonation angle sign indicating number connecting piece that first corrosion resistant plate and the spring of moving away to avoid possible earthquakes of establishing in second corrosion resistant plate constitute, realize first corrosion resistant plate gliding antidetonation angle sign indicating number connecting piece from top to bottom, antidetonation angle sign indicating number connecting piece pass through stainless steel bolt group with stand fixed connection in the curtain unit finally realizes when concrete floor takes place longitudinal deformation, and the antidetonation effect angle sign indicating number that the elastic slip through the antidetonation angle sign indicating number realized the curtain unit realizes being connected of curtain unit and concrete structure, finally realizes the promotion of curtain unit anti-seismic performance. And the utility model discloses a prefabricated form production antidetonation angle sign indicating number connecting piece of mill, construction convenience, the anti-seismic performance is good. To sum up, the utility model has the characteristics of can effectively improve anti-seismic performance.
Drawings
Fig. 1 is a schematic view of a curtain wall node of the present invention;
FIG. 2 is a structural view of the shock resistant corner brace connector of FIG. 1;
FIG. 3 isbase:Sub>A schematic view A-A of FIG. 2;
FIG. 4 is a view from the B-B direction in FIG. 3;
fig. 5 is a view from direction C-C in fig. 3.
The labels in the figures are: the method comprises the following steps of 1-concrete floor slab, 2-embedded part, 3-anti-seismic corner connector, 301-first stainless steel plate, 302-second stainless steel plate, 303-shock-absorbing spring, 304-arc sliding groove, 305-arc structure, 4-stainless steel bolt group, 5-curtain wall unit, 501-upright column, 502-cross beam and 503-glass curtain wall.
Detailed Description
The present invention will be further described with reference to the drawings and examples, which should not be construed as a limitation to the present invention.
Examples are given. A component type glass curtain wall anti-seismic structure for a suspension system is shown in figures 1 to 5 and comprises a concrete floor slab 1, embedded parts 2, anti-seismic corner connectors 3, stainless steel bolt groups 4 and a curtain wall unit 5.
The anti-seismic corner connector 3 comprises a first stainless steel plate 301, a second stainless steel plate 302 and a shock-absorbing spring 303; one end of the first stainless steel plate 301 is of an arc-shaped structure and is used for being nested in an arc-shaped sliding groove in the second stainless steel plate 302, and a bolt hole is reserved in the first stainless steel plate and is used for installing the stainless steel bolt group 4. The second stainless steel plate 302 is reserved with a circular arc sliding groove, the circular arc sliding groove is matched with the circular arc structure at the inner end of the first stainless steel plate 301, two port positions of the circular arc sliding groove are fixedly connected with the shock-absorbing spring 303, the other end of the shock-absorbing spring 303 is fixedly connected with one side of the circular arc structure of the first stainless steel plate 301, and then the first stainless steel plate 301 can longitudinally elastically slide in the circular arc sliding groove reserved on the second stainless steel plate 302.
The curtain wall unit 5 comprises a vertical column 501, a cross beam 502 and a glass curtain wall 503.
The edge of the concrete floor is preset with an embedded part, and the embedded part is fixedly connected with the anti-seismic corner connector in a welding mode; antidetonation angle sign indicating number connecting piece 3 passes through stainless steel bolt group 4 and the stand 501 fixed connection in the curtain unit 5, finally realizes when concrete floor takes place longitudinal deformation, realizes the antidetonation effect of curtain unit 5 through the elastic sliding of antidetonation angle sign indicating number connecting piece 3.
Claims (3)
1. The utility model provides a component formula glass curtain wall antidetonation structure for hanging system which characterized in that: the concrete floor curtain wall comprises an embedded part (2) arranged in a concrete floor (1), wherein an anti-seismic angle code connecting piece (3) is arranged on the embedded part (2), and the anti-seismic angle code connecting piece (3) is connected with a curtain wall unit (5) through a stainless steel bolt group (4);
the anti-seismic corner connector (3) comprises a second stainless steel plate (302), two arc-shaped sliding grooves (304) which are vertically distributed in parallel are formed in the second stainless steel plate (302), a first stainless steel plate (301) is arranged in each arc-shaped sliding groove (304), and a shock-absorbing spring (303) is arranged between the upper end and the lower end of each arc-shaped sliding groove (304) and the first stainless steel plate (301); the inner end of the first stainless steel plate (301) is of a circular arc structure (305).
2. The structural glass curtain wall seismic structure for the suspension system as claimed in claim 1, wherein: the first stainless steel plate (301) is further provided with a bolt hole.
3. The structural glass curtain wall seismic structure for the suspension system as claimed in claim 1, wherein: the curtain wall unit (5) comprises a vertical column (501), a cross beam (502) and a glass curtain wall (503), wherein the vertical column (501) is fixed with the first stainless steel plate (301).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222599073.XU CN218437664U (en) | 2022-09-29 | 2022-09-29 | Component type glass curtain wall anti-seismic structure for suspension system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222599073.XU CN218437664U (en) | 2022-09-29 | 2022-09-29 | Component type glass curtain wall anti-seismic structure for suspension system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218437664U true CN218437664U (en) | 2023-02-03 |
Family
ID=85084073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222599073.XU Active CN218437664U (en) | 2022-09-29 | 2022-09-29 | Component type glass curtain wall anti-seismic structure for suspension system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218437664U (en) |
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2022
- 2022-09-29 CN CN202222599073.XU patent/CN218437664U/en active Active
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