CN211597052U - High-strength anti-seismic steel structure building system - Google Patents
High-strength anti-seismic steel structure building system Download PDFInfo
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- CN211597052U CN211597052U CN201921270510.5U CN201921270510U CN211597052U CN 211597052 U CN211597052 U CN 211597052U CN 201921270510 U CN201921270510 U CN 201921270510U CN 211597052 U CN211597052 U CN 211597052U
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Abstract
The utility model discloses a belongs to the technical field of building, in particular to a high-strength anti-seismic steel structure building system, which comprises a frame, a bearing limit system, a fixing system and an auxiliary frame, wherein the bottom of the frame is connected with the bearing limit system, the middle part of the frame is connected with the fixing system, the auxiliary frame is arranged between the bearing limit system and the fixing system, the frame consists of two steel frames which are connected in an inclined way, a plurality of through holes are arranged between the joints of the two steel frames, a tripod is arranged outside the two steel frames, a threaded hole corresponding to the through hole is arranged on the tripod, the through hole is connected with the threaded hole through screws, and the frame, the bearing limit system, the fixing system and the auxiliary frame are mutually restricted through the connection relationship among the upper frame, the bearing limit system, the fixing system and the auxiliary frame, the steel frame in the device is effectively prevented from shaking, and the anti-seismic performance is improved.
Description
Technical Field
The utility model relates to a building technical field specifically is a high-strength anti-seismic steel structure building system.
Background
The steel structure has the advantages of light weight, high strength, good shock resistance, industrial production, high construction speed, material recycling and the like, and is widely applied to developed countries such as America, Japan, Britain and the like, the steel structure building accounts for more than 40% of the total building amount, and the proportion of the steel structure building in China is less than 5%.
Although the related technology of the steel structure system is relatively complete after years of development, the most key factor for restricting the wide application of the steel structure system at present is too much steel consumption, which causes higher manufacturing cost, and on the other hand, the potential of the steel structure system is not fully exploited, the shock resistance is poor, and the competitive advantage is difficult to form in the practical engineering application, and the factors cause that the existing steel structure system is difficult to meet the urgent requirements of the development of the building industry in China.
SUMMERY OF THE UTILITY MODEL
This section is for the purpose of summarizing some aspects of embodiments of the invention and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and in the abstract of the specification and the title of the application to avoid obscuring the purpose of this section, the abstract of the specification and the title of the application, and such simplifications or omissions are not intended to limit the scope of the invention.
In view of the above-mentioned and/or the problem that exists among the current steel structure building, provided the utility model discloses.
Therefore, the utility model aims at providing a high-strength anti-seismic steel structure building system can improve the anti-seismic performance of steel structure building.
For solving the technical problem, according to the utility model discloses an aspect, the utility model provides a following technical scheme:
the utility model provides a high-strength anti-seismic steel structure building system, includes frame, the spacing system of bearing, fixed system and auxiliary frame, the bottom and the spacing headtotail of bearing of frame, the middle part and the fixed system of frame are connected, the auxiliary frame is installed between the spacing system of bearing and fixed system, the frame comprises two steelframes, two be the slope form between the steelframe and connect.
As a preferred scheme of high-strength anti-seismic steel structure building system, wherein: a plurality of through holes are formed between the joints of the two steel frames, a tripod is mounted outside the two steel frames, threaded holes corresponding to the through holes are formed in the tripod, and the through holes are connected with the threaded holes through screws.
As a preferred scheme of high-strength anti-seismic steel structure building system, wherein: the bearing limiting system comprises a bearing frame, limiting holes and limiting screws, the left end and the right end of the bearing frame are inserted into the two slotted holes formed in the bottom ends of the steel frames, the limiting screws are inserted into the joints of the bearing frame and the frames, and the limiting holes are formed in the joints of the bearing frame, the frames and the limiting screws.
As a preferred scheme of high-strength anti-seismic steel structure building system, wherein: the fixing system comprises a fixing frame, fixing holes and fixing screws, wherein the two ends of the fixing frame are provided with slotted holes used for connecting a steel frame, the fixing screws are arranged at the joint of the fixing frame and the steel frame, and the fixing holes are formed in the joint of the fixing frame, the frame and the fixing screws.
As a preferred scheme of high-strength anti-seismic steel structure building system, wherein: the auxiliary frame is composed of two auxiliary steel frames, the joint of the two auxiliary steel frames is connected with the fixed frame through a threaded plate, the bottoms of the two steel frames are connected with the bearing frame through a threaded plate, and the threaded plate is connected with the bearing frame and the fixed frame through bolts.
Compared with the prior art: the current steel construction building system is because the development is slow, steel structure supports plays the fixed effect of support, the purpose of restricting each other can not be played to mutual steel construction, in this application file, connect fixedly through the fixed screw between frame and the mount, again with the frame, fix through the fixed orifices between mount and the fixed screw, fix through the spacing screw between frame and the bearing frame, fixing the frame, fix through spacing hole between bearing frame and the spacing screw, fix through the auxiliary frame between bearing rod frame and the mount, it is fixed to realize restricting each other between the connecting piece, effectively improve the antidetonation and prevent the deformation effect.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the present invention will be described in detail below with reference to the accompanying drawings and detailed embodiments, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive labor. Wherein:
FIG. 1 is a schematic structural view of a high-strength earthquake-resistant steel structure building system of the utility model;
FIG. 2 is a schematic diagram of a frame structure of a high-strength earthquake-resistant steel structure building system of the present invention;
fig. 3 is the utility model relates to a connection structure schematic diagram of high-strength anti-seismic steel structure building system.
In the figure: 100 frames, 110 auxiliary frames, 120 tripods, 121 threaded holes, 200 bearing frames, 210 limit holes, 220 limit screws, 300 fixing frames, 310 fixing holes and 320 fixing screws.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be implemented in other ways than those specifically described herein, and one skilled in the art may similarly generalize the present invention without departing from the spirit of the present invention, and therefore the present invention is not limited to the specific embodiments disclosed below.
Next, the present invention will be described in detail with reference to the schematic drawings, and in the detailed description of the embodiments of the present invention, for convenience of explanation, the sectional view showing the device structure will not be enlarged partially according to the general scale, and the schematic drawings are only examples, and should not limit the scope of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in the actual fabrication.
In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
The utility model provides a high-strength anti-seismic steel structure building system, please refer to fig. 1, including frame 100, the spacing system of bearing, fixed system and auxiliary frame 110, the bottom and the spacing system of bearing of frame 100 are connected, and the middle part and the fixed system of frame 100 are connected, and auxiliary frame 110 installs between the spacing system of bearing and fixed system, and frame 100 comprises two steelframes, is the slope form between two steelframes and connects.
Referring to fig. 1-2 again, a plurality of through holes are formed between the joints of the two steel frames, a tripod 120 is mounted outside the two steel frames, a threaded hole 121 corresponding to the through hole is formed in the tripod 120, the through hole is connected with the threaded hole 121 through a screw, specifically, the top of the frame 100 is fixed through the tripod 120, and the tripod 120 can effectively fix the frame 100 and reduce the shaking of the frame 100.
Referring to fig. 1 and 3, the bearing and limiting system includes a bearing frame 200, a limiting hole 210 and a limiting screw 220, the left and right ends of the bearing frame 200 are inserted into the slots formed at the bottom ends of the two steel frames, the limiting screw 220 is inserted into the joint of the bearing frame 200 and the frame 100, the limiting hole 210 is formed at the joint of the bearing frame 200, the frame 100 and the limiting screw 220, and specifically, the bearing and limiting system is used for fixing the bottom of the frame 100, preventing the frame 100 from deforming, and reinforcing the frame 100.
Referring to fig. 1 and 3, the fixing system includes a fixing frame 300, a fixing hole 310 and a fixing screw 320, two ends of the fixing frame 300 are provided with a slot for connecting a steel frame, the fixing screw 320 is installed at a joint of the fixing frame 300 and the steel frame, the fixing hole 310 is provided at a joint of the fixing frame 300, the frame 100 and the fixing screw 320, and specifically, the fixing system is used for fixing the middle of the frame 100, secondarily reinforcing the frame 100, and limiting the position of the middle of the frame 100.
Referring to fig. 1 again, the auxiliary frame 110 is composed of two auxiliary steel frames, the joint of the two auxiliary steel frames is connected to the fixing frame 300 through a threaded plate, the bottoms of the two steel frames are connected to the bearing frame 200 through a threaded plate, and the threaded plate is connected to the bearing frame 200 and the fixing frame 300 through bolts.
In the specific use process, two steel frames in the frame 100 are fixedly connected through the tripod 120 and screwed into the threaded hole 121 through screws, the two steel frames are inserted into the slotted holes in the fixing frame 300, the fixing screws 320 are screwed at the joint of the fixing frame 300 and the steel frames, the steel frames and the fixing frame 300 are fixed, the bolts are inserted into the fixing holes 310, the fixing frame 300, the steel frames and the fixing screws 320 are fixed, the bearing frame 200 is inserted into the slotted holes in the bottom of the steel frames, the limiting screws 220 are screwed between the bearing frame 200 and the steel frames, the bolts are inserted into the limiting holes 210, the bearing frame 200, the frame 100 and the limiting screws 220 are fixed, and the top and the bottom of the auxiliary frame 110 are respectively connected with the fixing frame 300 and the bearing rod piece through bolts.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the non-exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
Claims (5)
1. The utility model provides a high-strength anti-seismic steel structure building system which characterized in that: including frame (100), the spacing system of bearing, fixed system and auxiliary frame (110), the bottom and the spacing headtotail of bearing of frame (100), the middle part and the fixed system of frame (100) are connected, auxiliary frame (110) are installed between the spacing system of bearing and fixed system, frame (100) comprise two steelframes, two be slope form between the steelframe and connect.
2. A high-strength earthquake-resistant steel structure building system according to claim 1, wherein: a plurality of through holes are formed between the joints of the two steel frames, a tripod (120) is mounted outside the two steel frames, a threaded hole (121) corresponding to the through hole is formed in the tripod (120), and the through hole is connected with the threaded hole (121) through a screw.
3. A high-strength earthquake-resistant steel structure building system according to claim 2, wherein: the bearing limiting system comprises a bearing frame (200), limiting holes (210) and limiting screws (220), the left end and the right end of the bearing frame (200) are inserted into two slotted holes formed in the bottom ends of the steel frames, the limiting screws (220) are inserted into the joints of the bearing frame (200) and the frame (100), and the limiting holes (210) are formed in the joints of the bearing frame (200), the frame (100) and the limiting screws (220).
4. A high-strength earthquake-resistant steel structure building system according to claim 2, wherein: the fixing system comprises a fixing frame (300), fixing holes (310) and fixing screws (320), slotted holes used for connecting a steel frame are formed in two ends of the fixing frame (300), the fixing screws (320) are installed at the connecting positions of the fixing frame (300) and the steel frame, and the fixing holes (310) are formed in the connecting positions of the fixing frame (300), the frame (100) and the fixing screws (320).
5. A high-strength earthquake-resistant steel structure building system according to claim 4, wherein: the auxiliary frame (110) is composed of two auxiliary steel frames, the joint of the two auxiliary steel frames is connected with the fixing frame (300) through a threaded plate, the bottoms of the two steel frames are connected with the bearing frame (200) through a threaded plate, and the threaded plate is connected with the bearing frame (200) and the fixing frame (300) through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921270510.5U CN211597052U (en) | 2019-08-07 | 2019-08-07 | High-strength anti-seismic steel structure building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921270510.5U CN211597052U (en) | 2019-08-07 | 2019-08-07 | High-strength anti-seismic steel structure building system |
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| Publication Number | Publication Date |
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| CN211597052U true CN211597052U (en) | 2020-09-29 |
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| CN201921270510.5U Active CN211597052U (en) | 2019-08-07 | 2019-08-07 | High-strength anti-seismic steel structure building system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195996A (en) * | 2020-10-14 | 2021-01-08 | 安徽亘浩机械设备制造有限公司 | Frame type refuge net for trenching equipment |
-
2019
- 2019-08-07 CN CN201921270510.5U patent/CN211597052U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112195996A (en) * | 2020-10-14 | 2021-01-08 | 安徽亘浩机械设备制造有限公司 | Frame type refuge net for trenching equipment |
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