CN211523490U - Building assembly structure that shock resistance is strong - Google Patents
Building assembly structure that shock resistance is strong Download PDFInfo
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- CN211523490U CN211523490U CN201921954045.7U CN201921954045U CN211523490U CN 211523490 U CN211523490 U CN 211523490U CN 201921954045 U CN201921954045 U CN 201921954045U CN 211523490 U CN211523490 U CN 211523490U
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- flange
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- layer
- reinforced concrete
- fixedly arranged
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- 230000035939 shock Effects 0.000 title claims abstract description 11
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 238000005266 casting Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 238000007711 solidification Methods 0.000 claims description 17
- 230000008023 solidification Effects 0.000 claims description 17
- 238000003466 welding Methods 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 5
- 230000006978 adaptation Effects 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 5
- 230000006355 external stress Effects 0.000 abstract description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a building assembly structure with strong shock resistance, which belongs to the technical field of building assembly structures with strong shock resistance, wherein a reinforced concrete base layer is fixedly arranged at the top of a solidified beam, a reinforced rib layer is fixedly arranged at the top of the reinforced concrete base layer, a connecting plate is fixedly arranged at the top of the reinforced rib layer, a fixing flange seat is fixedly welded on the connecting plate, a concrete casting body is fixedly arranged at the assembly position of the connecting plate and the reinforced rib layer, a solidified steel plate is fixedly inserted at the bottom of the concrete casting body, connecting grids are all embedded in the reinforced rib layer, the reinforced concrete base layer and the solidified beam, connecting cylinders are fixedly welded at the left end and the right end after the connecting grids penetrate through the solidified steel plate, reinforced steel bars are longitudinally inserted and welded in the upper group of connecting cylinders and the lower group of connecting cylinders, and the condition of deformation and fracture when the external stress load is acted is prevented, the anti-overturning capacity of the base is improved, and the anti-seismic effect is good.
Description
Technical Field
The utility model relates to a building assembly structure technical field that the shock resistance is strong specifically is a building assembly structure that shock resistance is strong.
Background
With the development of modern industrial technology, a building can be manufactured in a batch and complete manner like machine production, prefabricated building components are transported to a construction site to be assembled, assembled building columns and beams are assembled on site, a plurality of wall bodies are also assembled, at present, a shear wall is generally adopted in the damping aspect of an assembled building, a supporting steel structure is designed into a shear wall formed by a unit anti-seismic structure, the structure can generate permanent deformation during earthquake, although the collapse prevention effect can be achieved in strong earthquake, if the earth crust moves frequently, the building can generate deformation for a long time, the service life is short, the anti-overturning moment in the building structure is not enough to provide enough support for the building, and the anti-seismic capability is poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building assembly structure that shock resistance is strong to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building assembly structure that shock resistance is strong, includes the base, the inserting groove has all been seted up to the top four corners department of base, the fixed welding of bottom has the mounting flange seat in the inserting groove, through connecting stud fixedly connected with support column, four groups on the mounting flange seat the top fixed assembly of support column has the roof-rack, the base includes the sub-base of bottom, the fixed solidification crossbeam that is provided with in top of sub-base, the fixed reinforced concrete basic unit that is provided with in top of solidification crossbeam, the fixed reinforcing bar layer that is provided with in top of reinforced concrete basic unit, the fixed connecting plate that is provided with in top of reinforcing bar layer, just the fixed welding of mounting flange seat is on the connecting plate, the fixed concrete body that is provided with in assembly department of connecting plate and reinforcing bar layer, the fixed solidification steel sheet that pegs graft in concrete body bottom, the solidification steel sheet runs through reinforcing bar layer from, Extend to in the subbase behind reinforced concrete basic unit and the solidification crossbeam, all the nestification is provided with the connection grid in reinforcement layer, reinforced concrete basic unit and the solidification crossbeam, just connect the grid and run through and control the equal fixed welding in both ends and have the connecting cylinder after the solidification steel sheet, and three groups from top to bottom vertical grafting welding has the reinforcing bar in the connecting cylinder.
Preferably, the top fixed welding of support column has first flange, the fixed welding of bottom of roof-rack has the second flange corresponding with first flange, just first flange and second flange pass through connecting stud fixed connection.
Preferably, the bottom of the support column is fixedly welded with a flange matched with the fixed flange seat, the aperture of the insertion groove is larger than the outer diameter of the support column, and a sealing ring matched with the outer wall of the support column is assembled in the insertion groove.
Preferably, the top end of the solidified steel plate penetrates through the bottom end of the concrete casting and extends to the inner cavity of the concrete casting to be fixedly connected with the concrete casting.
Preferably, the solidified steel plate is uniformly provided with three groups of reinforcing plates with the same structure along the length direction of the base, the connecting cylinders are arranged on a plumb line in the vertical direction, and the connecting cylinders are connected with the reinforcing steel bars in a welding mode.
Preferably, the side walls of the four groups of support columns on the opposite sides are provided with assembly channels matched with the wall prefabricated plates, and the top of the base is provided with accommodating grooves corresponding to the assembly channels.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model has the advantages of reasonable design, insert the support column in the inserting groove and then realize fixed connection with the support column and the fixed flange seat with connecting stud, then realize fixed connection with first flange and second flange through connecting stud, so can accomplish the fixed connection of support column and roof-rack, the equipment is convenient, and is stable and reliable, can improve the rigidity of subbase through the solidification crossbeam, can improve the support intensity of subbase through the reinforced concrete base, can increase the anti-torsion ability of base through the reinforcing bar layer, the connection grid is transversely nested in the inner chamber of solidification crossbeam, reinforced concrete base and reinforcing bar layer, and three groups of connection grids are connected through the reinforcing bar, the connection steadiness between solidification crossbeam, reinforced concrete base and reinforcing bar layer is improved, prevent the condition that the deformation fracture occurs when the external stress load effect, and join together subbase and solidification crossbeam, reinforced concrete basic unit, reinforcing bar layer and connecting plate through the solidification steel sheet, improved the support intensity of base, increased the anti-overturning ability of base, the antidetonation is effectual, when taking place great vibration, even the device is damaged, and the flange double-screw bolt coupling part that is destroyed only, and it is simple to restore after the shake, and the whole frame shock resistance of building is strong, and life is high.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic view of the base structure of the present invention.
In the figure: the concrete reinforcing structure comprises a base 1, a splicing groove 2, a fixing flange seat 3, a supporting column 4, a first connecting flange 5, a top frame 6, a second connecting flange 7, a connecting stud 8, a subbase 9, a curing beam 10, a reinforced concrete base layer 11, a reinforcing rib layer 12, a connecting plate 13, a concrete casting 14, a cured steel plate 15, a connecting grid 16, a connecting cylinder 17 and a reinforcing steel bar 18.
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 and fig. 2, the present invention provides a technical solution: a building assembly structure with strong shock resistance comprises a base 1, wherein insertion grooves 2 are formed in four corners of the top of the base 1, fixing flange seats 3 are fixedly welded at the bottom in the insertion grooves 2, supporting columns 4 are fixedly connected to the fixing flange seats 3 through connecting studs 8, top frames 6 are fixedly assembled at the tops of four groups of supporting columns 4, the base 1 comprises a bottom sub-base 9, a curing beam 10 is fixedly arranged at the top of the sub-base 9, a reinforced concrete base layer 11 is fixedly arranged at the top of the curing beam 10, a reinforcing rib layer 12 is fixedly arranged at the top of the reinforced concrete base layer 11, a connecting plate 13 is fixedly arranged at the top of the reinforcing rib layer 12, the fixing flange seats 3 are fixedly welded on the connecting plate 13, a concrete cast 14 is fixedly arranged at the assembly position of the connecting plate 13 and the reinforcing rib layer 12, and a cured steel plate 15 is fixedly inserted at the bottom of, the reinforced concrete base layer 11 and the solidified beam 10 are sequentially penetrated through a solidified steel plate 15 from top to bottom and then extend into the subbase layer 9, connecting grids 16 are nested in the reinforced steel plate 12, the reinforced concrete base layer 11 and the solidified beam 10, connecting cylinders 17 are fixedly welded at the left end and the right end after the connecting grids 16 penetrate through the solidified steel plate 15, reinforcing steel bars 18 are longitudinally spliced and welded in the upper group of connecting cylinders 17 and the lower group of connecting cylinders 17, a supporting column 4 is inserted into the splicing groove 2 and then the supporting column 4 is fixedly connected with the fixed flange seat 3 through a connecting stud 8, and then the first connecting flange 5 is fixedly connected with the second connecting flange 7 through the connecting stud 8, so that the fixed connection of the supporting column 4 and the top frame 6 can be completed, the assembly is convenient and stable and reliable, the rigidity of the subbase layer 9 can be improved through the solidified beam 10, and the supporting strength of the subbase layer 9 can be improved through the reinforced, the anti-torsion capability of the base 1 can be improved through the reinforcing rib layer 12, the connecting grids 16 are transversely connected with the inner cavities of the curing beam 10, the reinforced concrete base layer 11 and the reinforcing rib layer 12 in an embedded mode, three groups of connecting grids 16 are connected through the reinforcing steel bars 18, the connecting stability among the curing beam 10, the reinforced concrete base layer 11 and the reinforcing rib layer 12 is improved, the deformation and fracture conditions under the action of external stress load are prevented, the subbase layer 9, the curing beam 10, the reinforced concrete base layer 11, the reinforcing rib layer 12 and the connecting plates 13 are connected through the curing steel plates 15, the supporting strength of the base 1 is improved, the anti-overturning capability of the base 1 is improved, the anti-seismic effect is good, even if the device is damaged when large vibration occurs, and only the flange stud connecting part is damaged, the post-seismic restoration is simple, and the anti-seismic capability of the whole framework of a building is strong, the service life is long.
Referring to fig. 1, a first connecting flange 5 is fixedly welded at the top of a supporting column 4, a second connecting flange 7 corresponding to the first connecting flange 5 is fixedly welded at the bottom of a top frame 6, the first connecting flange 5 and the second connecting flange 7 are fixedly connected through a connecting stud 8, and the first connecting flange 5 and the second connecting flange 7 are fixedly connected through the connecting stud 8, so that the supporting column 4 and the top frame 6 can be fixedly connected, and the assembly is convenient, stable and reliable;
the bottom of the supporting column 4 is fixedly welded with a flange matched with the fixed flange seat 3, the aperture of the inserting groove 2 is larger than the outer diameter of the supporting column 4, a sealing ring matched with the outer wall of the supporting column 4 is assembled in the inserting groove 2, the supporting column 4 is conveniently inserted into the inserting groove 2, then the supporting column 4 is fixedly connected with the fixed flange seat 3 through a connecting stud 8, the sealing of the fixed flange seat 3 is realized through the sealing ring, and the fixed flange seat 3 is prevented from being corroded by external water;
referring to fig. 2, the top end of the curing steel plate 15 penetrates through the bottom end of the concrete casting 14 and extends to the inner cavity of the concrete casting 14 to be fixedly connected with the concrete casting 14, and the sub-base layer 9, the curing beam 10, the reinforced concrete base layer 11, the reinforcing rib layer 12 and the connecting plate 13 are connected through the curing steel plate 15, so that the supporting strength of the base 1 is improved, the overturn prevention capability of the base 1 is improved, and the earthquake-proof effect is good;
referring to fig. 2, three groups of reinforcing plates with the same structure are uniformly arranged on the curing steel plate 15 along the length direction of the base 1, the connecting cylinders 17 in the vertical direction are arranged on a vertical line, the connecting cylinders 17 are welded with the reinforcing steel bars 18, and the three groups of connecting grids 16 are connected through the reinforcing steel bars 18, so that the connection stability among the curing beam 10, the reinforced concrete base layer 11 and the reinforcing steel bar layer 12 is improved, and the condition of deformation and fracture under the action of an external stress load is prevented;
the assembly channels matched with the wall prefabricated plates are formed in the side walls of the four groups of support columns 4 on the opposite sides, and the top of the base 1 is provided with accommodating grooves corresponding to the assembly channels.
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 a building assembly structure that shock resistance is strong, includes base (1), its characterized in that: inserting grooves (2) are formed in four corners of the top of the base (1), fixing flange seats (3) are fixedly welded at the bottom of the inserting grooves (2), supporting columns (4) are fixedly connected to the fixing flange seats (3) through connecting studs (8), top frames (6) are fixedly assembled on the tops of the four groups of supporting columns (4), the base (1) comprises a bottom sub-base layer (9), a curing beam (10) is fixedly arranged on the top of the sub-base layer (9), a reinforced concrete base layer (11) is fixedly arranged on the top of the curing beam (10), a reinforced concrete layer (12) is fixedly arranged on the top of the reinforced concrete base layer (11), a connecting plate (13) is fixedly arranged on the top of the reinforced concrete layer (12), the fixing flange seats (3) are fixedly welded on the connecting plate (13), and concrete buildings (14) are fixedly arranged at the assembling positions of the connecting plate (13) and the reinforced concrete layer (12), concrete placement (14) bottom is fixed to be pegged graft and is had solidification steel sheet (15), solidification steel sheet (15) from last to running through reinforcing bar layer (12), reinforced concrete basic unit (11) and solidification crossbeam (10) down in proper order in extending to sub-base (9), all nested connection grid (16) that are provided with in reinforcing bar layer (12), reinforced concrete basic unit (11) and the solidification crossbeam (10), just connect grid (16) to run through and control the equal fixed welding in both ends and have connecting cylinder (17) behind solidification steel sheet (15), and three groups from top to bottom vertical grafting welding has reinforcing bar (18) in connecting cylinder (17).
2. A strong seismic capacity building assembly according to claim 1, wherein: the top fixed welding of support column (4) has first flange (5), the bottom fixed welding of roof-rack (6) has second flange (7) corresponding with first flange (5), just first flange (5) and second flange (7) are through connecting double-screw bolt (8) fixed connection.
3. A strong seismic capacity building assembly according to claim 1, wherein: the bottom of support column (4) fixed welding have with the flange of fixed flange seat (3) looks adaptation, just inserting groove (2) aperture is greater than the external diameter of support column (4), just the sealing washer of assembly and support column (4) outer wall looks adaptation is equipped with in inserting groove (2).
4. A strong seismic capacity building assembly according to claim 1, wherein: the top end of the solidified steel plate (15) penetrates through the bottom end of the concrete casting (14) and extends to the inner cavity of the concrete casting (14) to be fixedly connected with the concrete casting (14).
5. A strong seismic capacity building assembly according to claim 1, wherein: the curing steel plate (15) is uniformly provided with three groups of reinforcing plates with the same structure along the length direction of the base (1), the connecting cylinders (17) are arranged on a plumb line in the vertical direction, and the connecting cylinders (17) are connected with the reinforcing steel bars (18) in a welding mode.
6. A strong seismic capacity building assembly according to claim 1, wherein: the side wall of one side opposite to the four groups of the support columns (4) is provided with assembly channels matched with the wall prefabricated plates, and the top of the base (1) is provided with accommodating grooves corresponding to the assembly channels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921954045.7U CN211523490U (en) | 2019-11-13 | 2019-11-13 | Building assembly structure that shock resistance is strong |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921954045.7U CN211523490U (en) | 2019-11-13 | 2019-11-13 | Building assembly structure that shock resistance is strong |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211523490U true CN211523490U (en) | 2020-09-18 |
Family
ID=72462948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921954045.7U Expired - Fee Related CN211523490U (en) | 2019-11-13 | 2019-11-13 | Building assembly structure that shock resistance is strong |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211523490U (en) |
-
2019
- 2019-11-13 CN CN201921954045.7U patent/CN211523490U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200918 |