CN209837299U - Steel construction building spherical spatial grid structure of combatting earthquake - Google Patents
Steel construction building spherical spatial grid structure of combatting earthquake Download PDFInfo
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- CN209837299U CN209837299U CN201920496177.3U CN201920496177U CN209837299U CN 209837299 U CN209837299 U CN 209837299U CN 201920496177 U CN201920496177 U CN 201920496177U CN 209837299 U CN209837299 U CN 209837299U
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- connecting rod
- support
- support frame
- grid structure
- side columns
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Abstract
The utility model provides a steel construction building spherical spatial grid structure of combatting earthquake, include: the device comprises a main strut, a support frame, a support, a side column, a connecting rod, a fixed seat, a reinforcing rod, a support ring, a first connecting rod, a second connecting rod and a third connecting rod; the top end of the main strut is provided with a support frame, and the main strut is connected with the support frame through a support; the fixed seat is arranged at the bottom of the support frame and is connected with the support ring through a plurality of reinforcing rods; a plurality of side columns are annularly arranged on the periphery of the supporting frame, and the upper ends of the side columns are welded with the supporting ring; the two adjacent side columns are connected through a connecting rod, and the connecting rod comprises a first connecting rod, a second connecting rod and a third connecting rod; through the improvement to a steel construction building spherical spatial grid structure of combatting earthquake, have simple structure, easily build, support firmly, anti-seismic performance is good, handsome in appearance's advantage to the effectual problem and the not enough of having solved current device.
Description
Technical Field
The utility model relates to a steel construction building technical field, more specifically the theory that says so especially relates to a steel construction building spherical spatial grid structure of combatting earthquake.
Background
Steel is used as a main structure of a building, various building components are usually made of steel such as section steel and steel plates, and are represented by steel beams, steel columns, steel trusses and the like, and all the components are assembled into a complete structural system by adopting a welding seam, a bolt or a rivet connection mode. The steel structure is used as a modern green building and is widely applied to buildings such as houses, factory offices, businesses, sports, exhibitions and the like due to the characteristics of light dead weight, short construction period, quick investment recovery, easy installation and the like.
But current steel construction building model is comparatively single, can't satisfy the user demand of city view building, and the spatial structure that some spatial structure accessible nodes of spatial structure formed at present connect, but the member that converges on the node is more, and preparation and installation are built and are very inconvenient.
In view of this, research improvement is carried out to current problem, provides a steel construction building spherical spatial grid structure of combatting earthquake, aims at through this technique, reaches the purpose that solves the problem and improve practical value nature.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel construction building spherical spatial grid structure of combatting earthquake to the molding that proposes in solving above-mentioned background is comparatively single, can't satisfy the user demand of city view building, though the spatial structure that some spatial grid structure accessible nodes link to form at present, but the member that converges on the node is in large quantity, and preparation and installation are built very inconvenient problem and not enough.
In order to achieve the above object, the utility model provides a steel construction building spherical spatial grid structure of combatting earthquake is reached by following specific technological means:
a steel structure building anti-seismic spherical grid structure comprises: the device comprises a main strut, a support frame, a support, a side column, a connecting rod, a fixed seat, a reinforcing rod, a support ring, a first connecting rod, a second connecting rod and a third connecting rod; the top end of the main strut is provided with a support frame, and the main strut is connected with the support frame through a support; the fixed seat is arranged at the bottom of the support frame and is connected with the support ring through a plurality of reinforcing rods; a plurality of side columns are annularly arranged on the periphery of the supporting frame, and the upper ends of the side columns are welded with the supporting ring; the two adjacent side columns are connected through a connecting rod, and the connecting rod comprises a first connecting rod, a second connecting rod and a third connecting rod.
As the further optimization of this technical scheme, the utility model relates to a steel construction building spherical spatial grid structure of combatting earthquake the support is the spherical steel support of KLQZ, and the upper and lower both sides of support are connected with king-post, support frame through the bolt.
As the further optimization of this technical scheme, the utility model relates to a steel construction building spherical spatial grid structure of combatting earthquake the stiffener uses the fixing base to be spoke formula distribution as the center, and the both ends and fixing base, the support ring welding of stiffener mutually.
As the further optimization of this technical scheme, the utility model relates to a steel construction building spherical spatial grid structure of combatting earthquake the appearance of side post is circular-arcly, and the side post is annular array and distributes.
As this technical scheme's further optimization, the utility model relates to a steel construction building spherical spatial grid structure of combatting earthquake the appearance of connecting rod is circular-arcly, and connecting rod and side column weld mutually, and the length of first connecting rod, second connecting rod and third connecting rod scales up in proper order.
As the further optimization of this technical scheme, the utility model relates to a steel construction building spherical spatial grid structure of combatting earthquake stiffener and side column one-to-one.
Because of above-mentioned technical scheme's application, compared with the prior art, the utility model have the following advantage:
1. the utility model discloses a support is the spherical steel support of KLQZ, and the upper and lower both sides of support pass through the setting that the bolt is connected with king-post, support frame, and the atress situation of king-post and support frame node is improved in the rotation displacement of usable support, improves the anti-seismic performance of structure.
2. The utility model discloses a stiffener uses the fixing base to be spoke formula distribution as the center, and the both ends of stiffener and fixing base, support ring welded setting mutually, makes support frame structure firm, guarantees the reliable support to the side post.
3. The utility model discloses an appearance of side post is circular-arc, and the side post is the setting that annular array distributes, can form spherical surface profile, makes the building appearance of structure pleasing to the eye.
4. The utility model discloses a to the improvement of a steel construction building spherical spatial grid structure of combatting earthquake, have simple structure, easily build, support firm, anti-seismic performance is good, handsome in appearance's advantage to effectual solution the utility model discloses the problem that proposes in background art one with not enough.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification. In the drawings:
fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A of the present invention;
FIG. 3 is a schematic view of the supporting frame of the present invention;
fig. 4 is a front view of the present invention.
In the figure: the support comprises a main support 1, a support frame 2, a support 3, a side column 4, a connecting rod 5, a fixed seat 201, a reinforcing rod 202, a support ring 203, a first connecting rod 501, a second connecting rod 502 and a third connecting rod 503.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
It is to be noted that, in the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Meanwhile, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "connected" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or electrical connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Please refer to fig. 1 to 4, the utility model provides a specific technical implementation scheme of steel construction building spherical spatial grid structure of combatting earthquake:
a steel structure building anti-seismic spherical grid structure comprises: the device comprises a main strut 1, a support frame 2, a support 3, a side strut 4, a connecting rod 5, a fixed seat 201, a reinforcing rod 202, a support ring 203, a first connecting rod 501, a second connecting rod 502 and a third connecting rod 503; the top end of the main strut 1 is provided with a support frame 2, and the main strut 1 is connected with the support frame 2 through a support 3; the fixed seat 201 is arranged at the bottom of the support frame 2, and the fixed seat 201 is connected with the support ring 203 through a plurality of reinforcing rods 202; a plurality of side columns 4 are annularly arranged around the support frame 2, and the upper ends of the side columns 4 are welded with the support ring 203; the two adjacent side columns 4 are connected by a connecting rod 5, and the connecting rod 5 comprises a first connecting rod 501, a second connecting rod 502 and a third connecting rod 503.
Specifically, the support 3 is a KLQZ spherical steel support, the upper side and the lower side of the support 3 are connected with the main support 1 and the support frame 2 through bolts, the stress condition of the main support and the support frame 2 can be improved by utilizing the rotation displacement of the support, and the anti-seismic performance of the structure is improved.
Specifically, the reinforcing rods 202 are distributed in a spoke manner with the fixing base 201 as the center, and two ends of the reinforcing rods 202 are welded with the fixing base 201 and the supporting ring 203, so that the structure of the supporting frame 2 is stable, the possibility of deformation of the supporting ring 203 is reduced, and reliable support of the side column 4 is ensured.
Specifically, the side columns 4 are arc-shaped, and the side columns 4 are distributed in an annular array form, so that a spherical contour can be formed, and the building appearance of the structure is attractive.
Specifically, the connecting rod 5 is arc-shaped, the connecting rod 5 is welded with the side column 4, the lengths of the first connecting rod 501, the second connecting rod 502 and the third connecting rod 503 are sequentially increased, the side columns 4 forming the spherical contour are sequentially connected through the connecting rod 5, and the deformation of the spherical contour can be reduced.
Specifically, the reinforcing rods 202 correspond to the side pillars 4 one to one, so that the side pillars 4 can be positioned and mounted conveniently.
The method comprises the following specific implementation steps:
firstly, fixing a main pillar 1 on the ground at the center of a building structure, then installing a support frame 2 at the top end of the main pillar 1 through a support 3, then hoisting a side pillar 4, aligning the upper end of the side pillar 4 with a reinforcing rod 202 and firmly welding the upper end of the side pillar with a support ring 203, simultaneously ensuring that the distance between adjacent side pillars 4 is the same, then fixing the lower end of the side pillar 4 on the ground, and then sequentially welding a first connecting rod 501, a second connecting rod 502 and a third connecting rod 503 on the side pillar 4 from top to bottom in the length direction of the side pillar 4.
In summary, the following steps: according to the steel structure building anti-seismic spherical grid structure, the support is a KLQZ spherical steel support, the upper side and the lower side of the support are connected with the main strut and the support frame through bolts, the stress condition of the main strut and the support frame node can be improved by utilizing the rotation displacement of the support, and the anti-seismic performance of the structure is improved; the reinforcing rods are distributed in a spoke type by taking the fixed seat as the center, and the two ends of the reinforcing rods are welded with the fixed seat and the support ring, so that the support frame is stable in structure, and the side columns are reliably supported; the side columns are in an arc shape and are distributed in an annular array manner, so that a spherical contour can be formed, and the building appearance of the structure is attractive; through the improvement to a steel construction building spherical spatial grid structure of combatting earthquake, have simple structure, easily build, support firmly, anti-seismic performance is good, handsome in appearance's advantage to effectual solution the utility model discloses the problem that proposes in the background art is with not enough.
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 (6)
1. A steel structure building anti-seismic spherical grid structure comprises: the device comprises a main support column (1), a support frame (2), a support (3), a side column (4), a connecting rod (5), a fixed seat (201), a reinforcing rod (202), a support ring (203), a first connecting rod (501), a second connecting rod (502) and a third connecting rod (503); the method is characterized in that: the top end of the main strut (1) is provided with a support frame (2), and the main strut (1) is connected with the support frame (2) through a support (3); the fixing seat (201) is arranged at the bottom of the support frame (2), and the fixing seat (201) is connected with the support ring (203) through a plurality of reinforcing rods (202); a plurality of side columns (4) are annularly arranged on the periphery of the support frame (2), and the upper ends of the side columns (4) are welded with the support ring (203); the two adjacent side columns (4) are connected through a connecting rod (5), and the connecting rod (5) comprises a first connecting rod (501), a second connecting rod (502) and a third connecting rod (503).
2. The steel structure building earthquake-resistant spherical grid structure according to claim 1, characterized in that: the support (3) is a KLQZ spherical steel support, and the upper side and the lower side of the support (3) are connected with the main support (1) and the support frame (2) through bolts.
3. The steel structure building earthquake-resistant spherical grid structure according to claim 1, characterized in that: the reinforcing rods (202) are distributed in a spoke manner by taking the fixed seat (201) as the center, and two ends of the reinforcing rods (202) are welded with the fixed seat (201) and the support ring (203).
4. The steel structure building earthquake-resistant spherical grid structure according to claim 1, characterized in that: the side columns (4) are arc-shaped in appearance, and the side columns (4) are distributed in an annular array manner.
5. The steel structure building earthquake-resistant spherical grid structure according to claim 1, characterized in that: the connecting rod (5) is arc-shaped in appearance, the connecting rod (5) is welded with the side column (4), and the lengths of the first connecting rod (501), the second connecting rod (502) and the third connecting rod (503) are sequentially increased.
6. The steel structure building earthquake-resistant spherical grid structure according to claim 1, characterized in that: the reinforcing rods (202) correspond to the side columns (4) one by one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920496177.3U CN209837299U (en) | 2019-04-12 | 2019-04-12 | Steel construction building spherical spatial grid structure of combatting earthquake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920496177.3U CN209837299U (en) | 2019-04-12 | 2019-04-12 | Steel construction building spherical spatial grid structure of combatting earthquake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209837299U true CN209837299U (en) | 2019-12-24 |
Family
ID=68911336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920496177.3U Expired - Fee Related CN209837299U (en) | 2019-04-12 | 2019-04-12 | Steel construction building spherical spatial grid structure of combatting earthquake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209837299U (en) |
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2019
- 2019-04-12 CN CN201920496177.3U patent/CN209837299U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191224 |
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| CF01 | Termination of patent right due to non-payment of annual fee |