CN212561864U - Anti-seismic fabricated building - Google Patents
Anti-seismic fabricated building Download PDFInfo
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- CN212561864U CN212561864U CN202020641857.2U CN202020641857U CN212561864U CN 212561864 U CN212561864 U CN 212561864U CN 202020641857 U CN202020641857 U CN 202020641857U CN 212561864 U CN212561864 U CN 212561864U
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Abstract
The utility model relates to an assembly type structure correlation technique field, specifically an antidetonation type assembly type structure, including base frame and the support column of setting on base frame, base frame is a rectangle frame structure, it is formed by four girder steels connection, the support column is the stock that the cross-section is the rectangle, it is provided with many on base frame's upper surface, and its upper end fixedly connected with back timber frame, the size of back timber frame is identical with base frame's size, and the relation of connection between its and the support column is bolted connection, and both sides of back timber frame are connected with the bracing piece, connect through the crossbeam between its two body of rod, and connect through the tie-beam between the front and back frame body of rod of back timber frame; and the base frame is connected with the reinforcing support column through the buffer assembly, so that the earthquake resistance of the fabricated building is improved through the damping action of the damping spring in the buffer assembly, and the safety of the fabricated building is improved.
Description
Technical Field
The utility model relates to a relevant technical field of assembly type structure specifically is an antidetonation type assembly type structure.
Background
The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories (such as floor slabs, wall plates, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode, wherein the prefabricated building mainly comprises a prefabricated concrete structure, a steel structure, a modern wood structure building and the like, and is a representative of a modern industrial production mode due to adoption of standardized design, industrial production, assembly construction, information management and intelligent application; although assembly type structure has construction period weak point, dismantles advantages such as convenient, traditional assembly type structure is comparatively simple to the antidetonation effect when leading to its actual use is relatively poor, consequently it can leave certain potential safety hazard for the user, for this reason, the utility model provides an antidetonation type assembly type structure is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation type assembled building to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an antidetonation type assembled building, includes base frame and the support column of setting on base frame, base frame is a rectangle frame structure, and it is formed by four girder steels connection, and its connected mode is bolted connection, the support column is the stock of cross-section for the rectangle, and it is provided with many on base frame's upper surface, and its upper end fixedly connected with back timber frame, the size of back timber frame is identical with base frame's size, and the relation of connection between its and the support column is bolted connection, and all is connected with the bracing piece on the both sides of back timber frame, is connected through the crossbeam between its two body of rod, and connects through the tie-beam between the frame body of rod around crossbeam and the back timber frame, and the tie-beam upper berth is equipped with the roof slab, be provided with the wallboard between the.
Preferably, the upper surface of the base frame and the lower surface of the top beam frame are both provided with a clamping groove, and the upper end and the lower end of the wallboard are both embedded into the clamping groove structure between the base frame and the top beam frame.
Preferably, the wallboard is a rectangular long board, one side of the board body is provided with a mounting groove, the other side of the board body is provided with a mounting lug, the mounting groove is matched with the cross section of the mounting lug, and the adjacent board bodies are movably connected with the mounting lug through the mounting groove.
Preferably, a heat insulation cavity is formed in the plate body of the wallboard, corrugated protruding structures are left on the front side wall and the rear side wall of the cavity of the wallboard, and heat insulation asbestos is filled in the cavity of the wallboard.
Preferably, the below of base frame is provided with the reinforcement pillar, the reinforcement pillar buries underground, and the degree of depth that its lower extreme buries ground must not be less than two meters, and evenly is provided with the limiting plate on its cylinder, and its plate body evenly is provided with three on single pillar structure.
Preferably, a buffer assembly is arranged between the base frame and the reinforcing strut, the buffer assembly is composed of a limiting pipe and a damping spring, the upper end of the reinforcing strut is embedded into the pipe body of the limiting pipe, and the upper end and the lower end of the damping spring are respectively connected with the lower surface of the base frame and the upper surface of the reinforcing strut.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the reinforcing support is arranged and deeply embedded into the bottom support, three limiting plates are uniformly arranged on a support rod of the reinforcing support, and the contact area between the reinforcing support and the soil layer is increased through the limiting plates, so that the stability of the reinforcing support when the reinforcing support is fixed under the soil layer is improved;
2. and the base frame is connected with the reinforcing support column through the buffer assembly, so that the earthquake resistance of the fabricated building is improved through the damping action of the damping spring in the buffer assembly, and the safety of the fabricated building is improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the building frame of the present invention;
FIG. 3 is a half sectional view of the cushion assembly of the present invention;
figure 4 is the utility model discloses wallboard cross-section cut-away view.
In the figure: the structure comprises a base frame 1, support columns 2, a top beam frame 3, support rods 4, cross beams 5, connecting beams 6, reinforcing support columns 7, limiting pipes 8, a roof plate 9, a wall plate 10, damping springs 11, limiting plates 12, mounting grooves 13 and mounting lugs 14.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides an antidetonation type assembled building, including base frame 1 and the support column 2 of setting on base frame 1, base frame 1 is a rectangle frame structure, it is formed by four girder steels connection, its connected mode is bolted connection, support column 2 is the stock of cross-section for the rectangle, it is provided with many on base frame 1's upper surface, and its upper end fixedly connected with back timber frame 3, the size of back timber frame 3 is identical with base frame 1's size, and the relation of connection between its and support column 2 is bolted connection, and all be connected with bracing piece 4 on the both sides of back timber frame 3, be connected through crossbeam 5 between its two body of rod, and connect through tie-beam 6 between the front and back frame body of roof beam frame 3, and tie-beam 6 upper berth is equipped with roof 9, be provided with wallboard 10 between the support column 2.
Furthermore, the upper surface of the base frame 1 and the lower surface of the top beam frame 3 are both provided with a clamping groove, and the upper end and the lower end of the wallboard 10 are both embedded in a clamping groove structure arranged between the two;
furthermore, the wall plate 10 is a rectangular long plate, one side of the plate body is provided with an installation groove 13, the other side of the plate body is provided with an installation lug 14, the installation groove 13 is matched with the section size of the installation lug 14, and the adjacent plate bodies are movably connected with the installation lug 14 through the installation groove 13, so that the installation of the wall plate 10 is facilitated;
furthermore, a heat insulation cavity is formed in the plate body of the wallboard 10, corrugated protruding structures are left on the front side wall and the rear side wall of the cavity, heat insulation asbestos is filled in the cavity, the interlayer of the wallboard 10 is arranged, the influence of outdoor temperature on indoor temperature can be effectively reduced, and the corrugated protruding on the inner wall of the heat insulation cavity of the partition plate 10 can effectively improve the overall stability of the wallboard;
furthermore, a reinforcing strut 7 is arranged below the base frame 1, the reinforcing strut 7 is buried underground, the depth of the lower end of the reinforcing strut 7 buried in the ground is not less than two meters, limiting plates 12 are uniformly arranged on the column bodies of the reinforcing strut, three plates are uniformly arranged on a single strut structure, the reinforcing strut 7 is arranged and deeply buried in the bottom support, three limiting plates 12 are uniformly arranged on the support rods of the reinforcing strut 7, the contact area between the reinforcing strut and the soil layer is increased through the limiting plates 12, and therefore the stability of the reinforcing strut when the reinforcing strut is fixed under the soil layer is improved;
furthermore, a buffer assembly is arranged between the base frame 1 and the reinforcing strut 7, the buffer assembly is composed of a limiting pipe 8 and a damping spring 11, the upper end of the reinforcing strut 7 is embedded in the pipe body of the limiting pipe 8, the upper end and the lower end of the damping spring 11 are respectively connected with the lower surface of the base frame 1 and the upper surface of the reinforcing strut 7, and the base frame 1 and the reinforcing strut 7 are connected through the buffer assembly, so that the earthquake resistance of the fabricated building is improved through the damping action of the damping spring 11 in the buffer assembly, and the safety of the fabricated building is improved;
the working principle is as follows: during the in-service use, through setting up reinforcing pillar 7, and bury its bottom surface support deeply, and evenly set up three limiting plates 12 on reinforcing pillar 7's cradling piece, increase area of contact between its and the soil layer through limiting plate 12, thereby improve its stability when fixed under the soil layer, and through being connected through buffering subassembly between base frame 1 and reinforcing pillar 7, thereby the resistance to the earthquake of damping spring 11 in the buffering subassembly improves the assembled building, thereby improve its security, and the interlayer setting of wallboard, can effectively reduce, the influence of outdoor temperature to indoor temperature, and the corrugated arch on the baffle compartment inner wall can effectively improve the overall stability of wallboard.
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. The utility model provides an antidetonation type prefabricated building, includes base frame (1) and support column (2) of setting on base frame (1), its characterized in that: the base frame (1) is a rectangular frame structure and is formed by connecting four steel beams, the connection mode is bolt connection, the support column (2) is a long rod with a rectangular section, a plurality of top beam frames (3) are arranged on the upper surface of the base frame (1) and fixedly connected with the upper ends thereof, the size of the top beam frame (3) is matched with that of the base frame (1), the connection relation between the supporting beam and the supporting column (2) is bolt connection, and the two side edges of the top beam frame (3) are both connected with supporting rods (4), the two rod bodies are connected through a cross beam (5), the cross beam (5) is connected with the front and rear frame rod bodies of the top beam frame (3) through a connecting beam (6), and roof plates (9) are paved on the connecting beams (6), and wall plates (10) are arranged between the supporting columns (2).
2. An earthquake-resistant fabricated building according to claim 1, wherein: the upper surface of the base frame (1) and the lower surface of the top beam frame (3) are both provided with clamping grooves, and the upper end and the lower end of the wallboard (10) are both embedded into the clamping groove structures between the base frame and the top beam frame.
3. An earthquake-resistant fabricated building according to claim 1, wherein: wallboard (10) are the long board of rectangle, and mounting groove (13) have been seted up to one side of its plate body, and installation lug (14) have been seted up to its opposite side, mounting groove (13) are identical with the cross-sectional size of installation lug (14), and pass through mounting groove (13) and installation lug (14) swing joint between the adjacent plate body.
4. An earthquake-resistant fabricated building according to claim 3, wherein: a heat insulation cavity is formed in a plate body of the wallboard (10), a corrugated protruding structure is reserved on the front side wall and the rear side wall of the cavity, and heat insulation asbestos is filled in the cavity.
5. An earthquake-resistant fabricated building according to claim 1, wherein: the below of base frame (1) is provided with consolidates pillar (7), consolidate pillar (7) and bury in the underground, and its lower extreme buries the degree of depth on ground and must not be less than two meters, and evenly is provided with limiting plate (12) on its cylinder, and its plate body evenly is provided with three on single pillar structure.
6. An earthquake-resistant fabricated building according to claim 1, wherein: through the buffering subassembly between base frame (1) and the reinforcement pillar (7), its buffering subassembly comprises spacing pipe (8) and damping spring (11), and the upper end embedding of reinforcement pillar (7) sets up among the body of spacing pipe (8), and damping spring (11) the upper and lower end respectively with the lower surface of base frame (1), the upper surface of reinforcement pillar (7) is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020641857.2U CN212561864U (en) | 2020-04-25 | 2020-04-25 | Anti-seismic fabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020641857.2U CN212561864U (en) | 2020-04-25 | 2020-04-25 | Anti-seismic fabricated building |
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| Publication Number | Publication Date |
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| CN212561864U true CN212561864U (en) | 2021-02-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020641857.2U Active CN212561864U (en) | 2020-04-25 | 2020-04-25 | Anti-seismic fabricated building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658264A (en) * | 2022-04-14 | 2022-06-24 | 广东英聚建筑工程有限公司 | Assembled combined house for house construction |
| CN115306049A (en) * | 2022-01-07 | 2022-11-08 | 郑州航空工业管理学院 | Shock absorption and isolation mechanism of fabricated building |
-
2020
- 2020-04-25 CN CN202020641857.2U patent/CN212561864U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115306049A (en) * | 2022-01-07 | 2022-11-08 | 郑州航空工业管理学院 | Shock absorption and isolation mechanism of fabricated building |
| CN114658264A (en) * | 2022-04-14 | 2022-06-24 | 广东英聚建筑工程有限公司 | Assembled combined house for house construction |
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