CN212104560U - Elastic support node - Google Patents
Elastic support node Download PDFInfo
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- CN212104560U CN212104560U CN202020543812.1U CN202020543812U CN212104560U CN 212104560 U CN212104560 U CN 212104560U CN 202020543812 U CN202020543812 U CN 202020543812U CN 212104560 U CN212104560 U CN 212104560U
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- elastic support
- top end
- limiting plate
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Abstract
The utility model provides an elastic support joint, which comprises a frame column; the support embedded part is arranged in the middle of the top end of the frame column; the bottom end of the elastic support is fixed on the support embedded part, and the top end of the elastic support is connected with the roof structure; the limiting plates are parallel to the elastic support and arranged on two sides of the frame column; the rubber pads are arranged at the top end and the bottom end of the elastic support and the top end of the limiting plate; and a gap is formed between the top end of the limiting plate and the roof structure. The elastic support node is used for tightly connecting the roof and the main structure of the large-span building through the elastic support, when the large-span building is subjected to external strong force, the elastic support can partially clear up horizontal force generated by the roof structure, so that the building structure is not easy to deform, the stability of the building and the life safety of a user are ensured, the construction cost is reduced, construction resources are saved, and the elastic support node is wide in application range and can be applied to various building structures.
Description
Technical Field
The utility model belongs to the building structure field, concretely relates to elastic support node.
Background
With the economic development, the large-span buildings are increasingly increased. And the roof of large-span building adopts the steel construction usually, major structure then is reinforced concrete structure, but if adopt rigid connection between roof steel construction and the major structure concrete structure, when the earthquake takes place, under the effect of stronger seismic force, the big roof of weight can produce great horizontal force, and this horizontal force then can be given main structure by the roof transmission, lead to the deformation of major structure and make building stability suffer destruction, and take place the building damage and even collapse, and then cause the construction loss, also can endanger personal safety.
Disclosure of Invention
In order to solve the problem that exists among the above-mentioned background art, the utility model provides an elastic support node can effectively reduce the horizontal force that the building roof produced to reduce major structure's deformation, increase the stability and the security of building.
In order to realize the purpose of the utility model, the utility model adopts the following technical scheme to realize:
the utility model provides an elastic support joint, which is characterized by comprising a frame column, a support embedded part, an elastic support, a limiting plate and a rubber pad; the support embedded part is arranged in the middle of the top end of the frame column; the bottom end of the elastic support is fixed on the support embedded part, and the top end of the elastic support is connected with the roof structure; the bottom end and the top end of the elastic support are respectively provided with the rubber pad; the limiting plates are arranged on two sides of the frame column in parallel to the elastic support; a gap is reserved between the top end of the limiting plate and the roof structure, and the rubber pad is arranged on the top end of the limiting plate; and the central point of the limiting plate and the central point of the vertical stiffening plate in the roof structure are positioned on the same vertical line.
Furthermore, the clearance between the top end of the limiting plate and the roof structure is 30mm, and the clearance can be adjusted according to different engineering practical conditions.
Further, the thickness of the rubber pad on the top end of the limiting plate is 10 mm, and the rubber pad can be adjusted according to different engineering practical conditions.
Further, the top surface of the support embedded part and the top end surface of the frame column are in the same horizontal plane.
Further, the spacing between the limiting plate and the elastic support is 200 mm, and the spacing can be adjusted according to different engineering practical conditions.
Furthermore, the distance between the elastic support and the frame column side is 105mm, and the adjustment can be performed according to different engineering practical conditions.
Further, the limiting plate and the frame column are integrally cast concrete members.
Further, the elastic support is made of a spring or a plurality of layers of rubber and steel plates which are arranged at intervals.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
elastic support node carry out inseparable connection through elastic support with the roof and the major structure of large-span building, and all leave sufficient space between elastic support and limiting plate, main body wall body and limiting plate and the roof structure, when large-span building received external strong power, elastic support can partially clear up the horizontal force that is produced by the roof structure, multiple structure has still reached fine concerted action, thereby make building structure be difficult for taking place to warp, the stability of building has both been ensured, reduce the damage that the building suffered because of the brute force, can ensure building user life safety again, further reduce construction cost and practice thrift construction resources, just elastic support node application scope is wide, can be applied to multiple building structure, has fine practicality.
Drawings
Fig. 1 is a schematic top view of the elastic support node.
Fig. 2 is a schematic structural view of a section a-a in fig. 1.
Fig. 3 is a schematic structural view of a section B-B in fig. 1.
Wherein: 1. a frame column; 2. embedding a support; 3. an elastic support; 4. a limiting plate; 5. a rubber pad; 6. a roof structure; 7. and (4) a stiffening plate.
Detailed Description
The technical solution of the present invention will be further described in detail with reference to the following specific embodiments.
Example 1
The elastic support node of the utility model has the structure shown in figures 1-3, which comprises: frame post 1, support embedded part 2, elastic support 3, limiting plate 4 and rubber pad 5.
The support embedded part 2 is arranged in the middle of the top end of the frame column 1, and the top surface of the support embedded part is in the same horizontal plane with the top end surface of the frame column 1. The top and bottom of the elastic support 3 are both provided with rubber pads 5, the bottom end of the elastic support is fixedly arranged on the support embedded part 2, and the top end of the elastic support is connected with a roof structure 6. The elastic support 3 can be made of a spring or a plurality of layers of rubber and steel plates which are arranged at intervals.
The limiting plates 4 are arranged on two sides of the frame column 1 in parallel with the elastic support 3 and are integrally cast concrete members with the frame column 1. The spacing between the limiting plate 4 and the elastic support 3 is 200 mm, the spacing between the elastic support 3 and the column side of the frame column 1 is 105mm, and the two spacings can be correspondingly adjusted according to the actual conditions of different projects. The top end of the limiting plate 4 is provided with a rubber pad 5 for preventing the limiting plate from being damaged by collision with the upper steel roof, the thickness of the rubber pad 5 is 10 mm, and the thickness can be properly adjusted according to the actual conditions of different projects. A vertical stiffening plate 7 is arranged in the roof structure 6, and the central point of the limiting plate 4 and the central point of the stiffening plate in the roof structure are on the same vertical line. A gap of 30mm is reserved between the limiting plate 4 and the roof structure 6, when the roof structure 6 is subjected to external force, the horizontal force generated by the external force can be absorbed and weakened by the elastic support 3, so that the influence on the lower main body structure is reduced, and the gap distance can be properly adjusted according to the actual conditions of different projects.
When a large-span building is built, firstly, the frame column 1 and the limiting plates 4 on two sides of the frame column are built at the same time, the support embedded part 2 is embedded at the same time, then the elastic support 3 is fixed on the support embedded part 2, and finally, the roof structure 6 is built, so that the building of the elastic support node is completed.
When the large-span building is subjected to external strong force, such as earthquake, the horizontal force generated by the roof structure 6 is transmitted to the elastic support 3, and enough space is left between the elastic support 3 and the limit plate 4 as well as between the limit plate 4 and the roof structure 6, the force applied to the elastic support 3 can be partially resolved and not completely transmitted to the main structure of the building, thereby achieving good coordination effect, weakening the deformation of the main structure caused by the external force, the elastic supports 3 are independent from each other and are only arranged at the supporting parts of the main body structure and the upper roof, thus reducing the interaction between the structures, not only ensuring the stability of the building without being damaged by strong force, but also ensuring the personal safety, therefore, the construction cost is reduced, construction resources are saved, and the elastic support node is wide in application range and can be applied to various building structures.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or that equivalents may be substituted for elements thereof; such modifications and substitutions do not depart from the spirit and scope of the present invention, which is claimed.
Claims (6)
1. An elastic support joint is characterized by comprising a frame column, a support embedded part, an elastic support, a limiting plate and a rubber pad;
the support embedded part is arranged in the middle of the top end of the frame column;
the bottom end of the elastic support is fixed on the support embedded part, and the top end of the elastic support is connected with the roof structure; the bottom end and the top end of the elastic support are respectively provided with the rubber pad;
the limiting plates are arranged on two sides of the frame column in parallel to the elastic support; a gap is reserved between the top end of the limiting plate and the roof structure, and the rubber pad is arranged on the top end of the limiting plate; and the central point of the limiting plate and the central point of the vertical stiffening plate in the roof structure are positioned on the same vertical line.
2. The elastomeric mount node of claim 1, wherein the mount insert is level with a top end face of the frame post.
3. The elastomeric mount node of claim 1, wherein the limiting plate is a cast-in-place concrete member with the frame post.
4. The elastomeric mount node of claim 1, wherein the elastomeric mount is made of a spring or a plurality of spaced layers of rubber and steel plates.
5. The elastic support node according to claim 1, wherein the clearance between the top end of the limiting plate and the roof structure is 30 mm.
6. The elastomeric bearing node of claim 1, wherein the rubber pad on the top of the limiting plate has a thickness of 10 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020543812.1U CN212104560U (en) | 2020-04-14 | 2020-04-14 | Elastic support node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020543812.1U CN212104560U (en) | 2020-04-14 | 2020-04-14 | Elastic support node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212104560U true CN212104560U (en) | 2020-12-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020543812.1U Active CN212104560U (en) | 2020-04-14 | 2020-04-14 | Elastic support node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212104560U (en) |
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2020
- 2020-04-14 CN CN202020543812.1U patent/CN212104560U/en active Active
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| TR01 | Transfer of patent right |
Effective date of registration: 20230420 Address after: 409-419, Floor 4, Martial Arts Hall Building, 168 Yugu Road, Xihu District, Hangzhou City, Zhejiang Province, 310013 (singular) Patentee after: Jiedi Design Group Co.,Ltd. Address before: 423, 426, 4th Floor, Martial Arts Hall Building, No. 168 Yugu Road, Xihu District, Hangzhou City, Zhejiang Province, 310000 Patentee before: ZHEJIANG JIEDI ARCHITECTURAL DESIGN Co.,Ltd. |