CN219431451U - Building outer wall steel construction that shocks resistance - Google Patents
Building outer wall steel construction that shocks resistance Download PDFInfo
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- CN219431451U CN219431451U CN202320248227.2U CN202320248227U CN219431451U CN 219431451 U CN219431451 U CN 219431451U CN 202320248227 U CN202320248227 U CN 202320248227U CN 219431451 U CN219431451 U CN 219431451U
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Abstract
The utility model relates to the technical field of impact-resistant steel structures, in particular to an impact-resistant steel structure for an outer wall of a building. Including steel column subassembly, girder steel subassembly, the subassembly shocks resistance, the steel column subassembly includes the steel construction post, the subassembly that shocks resistance includes first locating plate, the one end that the connection fixture block was kept away from to the second locating plate is connected with spring damper, the one end that the second locating plate was kept away from to spring damper is connected with the planking that shocks resistance. After a group of steel column components are installed and connected with two groups of steel beam components simultaneously, the connecting clamping blocks connected with the rear ends of the first positioning plates are stably inserted into the steel column inner grooves, at the moment, the connecting clamping blocks connected with the rear ends of the two second positioning plates are also simultaneously inserted into the corresponding beam inner grooves, the first positioning plates are mutually contacted and attached with the steel structure columns, then the first positioning plates and the second positioning plates are sequentially fixed by bolts, and then the impact-resistant components are simultaneously connected with the steel column components and the steel beam components in an installing manner.
Description
Technical Field
The utility model relates to the technical field of impact-resistant steel structures, in particular to an impact-resistant steel structure for an outer wall of a building.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other components made of steel sections, steel plates and the like, adopts rust removal and rust prevention processes such as silanization, pure manganese phosphating, washing and drying, galvanization and the like, and is connected with each component or part by adopting welding seams, bolts or rivets, so that the self weight of the steel structure is light, the construction is simple and convenient, and the steel structure is widely applied to the fields of large-scale plants, venues, super high-rise and the like.
When the building is constructed by taking a steel structure as a building structure, a steel structure frame is generally built at an outer wall of the building, but most of the building is formed by directly fixing and building steel columns and steel beams horizontally and vertically in a staggered mode, steel plates are paved on the steel columns and the steel beams, and a reinforcing and supporting device is not arranged on the steel columns and the steel beams.
Disclosure of Invention
In view of the above problems, an object of the present utility model is to: the utility model provides a building outer wall steel construction that shocks resistance avoids when receiving outside striking, and the impact force that the striking produced can make steel column subassembly and girder steel subassembly junction appear the problem of slope.
In order to achieve the above purpose, the utility model adopts the technical scheme that:
the utility model provides a building outer wall steel construction that shocks resistance, includes steel column subassembly, girder steel subassembly, shocks resistance the subassembly, steel column subassembly includes steel construction post, steel column inner tank has been seted up to steel column's inboard, girder steel subassembly includes the steel crossbeam, the crossbeam inner tank has been seted up to steel crossbeam's inboard, the one end of steel crossbeam is connected with the crossbeam curb plate, the same end that the crossbeam curb plate is connected with the steel crossbeam is connected with the limiting plate, the same end that the steel crossbeam is connected with the limiting plate is connected with the backup pad, the one end that the limiting plate was kept away from to the steel crossbeam is connected with firm diaphragm, the one end that the steel crossbeam was kept away from to firm diaphragm is connected with firm board, shocks resistance the subassembly including first locating plate, the both ends symmetry of first locating plate is connected with the connecting plate, the one end that the first locating plate was kept away from to the connecting plate is connected with the second locating plate, the rear end that the second locating plate was kept away from to connect the fixture block is connected with spring damper, the one end that the second locating plate was kept away from the second locating plate is connected with shock resistance planking, the upper and lower both ends of planking have the symmetry that the curb plate shocks resistance.
After a group of steel column components are installed and connected with two groups of steel beam components, the connecting clamping blocks connected with the rear ends of the first positioning plates are stably inserted into the steel column inner grooves, at the moment, the connecting clamping blocks connected with the rear ends of the two second positioning plates are also simultaneously inserted into corresponding beam inner grooves, the first positioning plates and the steel structure columns are mutually contacted and attached, then the first positioning plates and the second positioning plates are sequentially fixed by bolts, and then the impact-resistant components are simultaneously connected with the steel column components and the steel beam components in an installing manner.
In order to realize the installation connection of the steel column component and the steel beam component:
as a further improvement of the above technical scheme: the size of the steel column inner groove is the same as that of the beam inner groove, and the size of the steel column inner groove is matched with that of the connecting clamping block.
When using the steel construction, place the steel construction post steady earlier in the position that needs to use, then install two sets of girder steel subassemblies symmetry in the both ends of steel construction post, and then be used for realizing the erection joint of steel post subassembly and girder steel subassembly, through the setting of steel post inside groove and crossbeam inside groove for connect the insertion of fixture block, and then be used for the erection joint of steel post subassembly, girder steel subassembly with shock resistance subassembly simultaneously.
To connect the beam side plates with the steel structural columns:
as a further improvement of the above technical scheme: the width of crossbeam curb plate is the same with the width of steel crossbeam, firm diaphragm is connected with steel crossbeam, crossbeam curb plate, firm board three simultaneously, the one end of crossbeam curb plate is connected with steel crossbeam, firm diaphragm, limiting plate, backup pad, firm board simultaneously, the bolt hole has been seted up to the inboard of crossbeam curb plate.
After the steel structure column is stably placed, the side edges of the beam side plates and the steel structure column are mutually contacted and attached, the top of the beam inner groove and the top of the steel column inner groove are positioned at the same horizontal plane, and then the beam side plates and the steel structure column are connected by bolts.
In order to improve the compressive strength and the bending strength of the steel cross beam:
as a further improvement of the above technical scheme: every two limiting plates are in a group, two limiting plates are symmetrically arranged, one end of the same group of limiting plates, which is close to each other, is connected with a supporting plate, the supporting plate is in a right-angled triangle structure, every two supporting plates are in a group, and two right-angle edges of the supporting plate are respectively connected with a steel cross beam and a cross beam side plate.
Through the setting of backup pad, can increase the area of connection of steel crossbeam and crossbeam curb plate, and then improve the steadiness that steel crossbeam and crossbeam curb plate are connected, simultaneously after accomplishing the connection of crossbeam curb plate and steel structural column, the backup pad can make the pressure that the steel crossbeam received transmit for the steel structural column, and then reduces the pressure that the steel crossbeam bore to improved compressive strength and bending strength of steel crossbeam, simultaneously through the setting of limiting plate, can also increase the area of connection of backup pad and steel crossbeam, and then improve the steadiness that backup pad and steel crossbeam are connected.
In order to further improve the connection strength of the steel structural column and the steel cross beam:
as a further improvement of the above technical scheme: every two stabilizing plates are in a group, two right-angle sides of the stabilizing plates are respectively connected with the beam side plates and the stabilizing transverse plates, and the steel beam, the stabilizing transverse plates and the limiting plates are integrally formed.
Through setting up of firm board, the area of connection of steel crossbeam and crossbeam curb plate that can be further increase, after accomplishing the connection of steel structural column and steel crossbeam simultaneously, firm board can further improve the joint strength of steel structural column and steel crossbeam.
In order to realize the impact-resistant assembly and the installation connection of the steel column assembly and the steel beam assembly at the same time:
as a further improvement of the above technical scheme: the second locating plates are arranged in two, the second locating plates are symmetrically arranged, the sizes of the second locating plates are the same as those of the first locating plates, the heights of the first locating plates are the same as those of the connecting plates, the rear ends of the first locating plates and the second locating plates are connected with connecting clamping blocks, and the inner sides of the first locating plates and the second locating plates are provided with bolt holes.
After a group of steel column components are installed and connected with two groups of steel beam components simultaneously, the connecting clamping blocks connected with the rear ends of the first positioning plates are stably inserted into the steel column inner grooves, at the moment, the connecting clamping blocks connected with the rear ends of the two second positioning plates are also simultaneously inserted into the corresponding beam inner grooves, the first positioning plates are mutually contacted and attached with the steel structure columns, then the first positioning plates and the second positioning plates are sequentially fixed by bolts, and then the impact-resistant components are simultaneously connected with the steel column components and the steel beam components in an installing manner.
In order to reduce the impact on the connection of the steel column assembly and the steel beam assembly due to impact:
as a further improvement of the above technical scheme: the side view cross section of the impact-resistant side plate is in a right triangle structure, and a side plate inner groove for installing bolts is reserved on the inner side of the impact-resistant side plate.
The beneficial effects of this improvement are: after the connecting clamping block connected with the rear end of the first positioning plate is stably inserted into the steel column inner groove and the first positioning plate is mutually contacted with the steel structure column, bolts penetrate through the side plate inner groove to be inserted into bolt holes on the inner side of the first positioning plate, so that the first positioning plate is connected with the steel structure column in a mounting mode, then the second positioning plate is connected with the steel cross beam in a mounting mode, when the steel structure is impacted externally, the impact-resistant outer plate moves under the action of impact force, then the impact-resistant outer plate applies pressure to the spring buffer in the moving process, then the spring buffer can buffer the impact force generated by the impact, and therefore the influence caused by the impact on the joint of the steel column assembly and the steel beam assembly is reduced, and the use safety of the steel structure is improved.
Drawings
Fig. 1 is a schematic perspective view of the present utility model.
Fig. 2 is an enlarged schematic view of the structure at a in fig. 1.
Fig. 3 is a schematic perspective view of a steel structural column according to the present utility model.
Fig. 4 is a schematic view of the structure of the steel column inner trough of the present utility model.
Fig. 5 is a schematic perspective view of a steel beam according to the present utility model.
Fig. 6 is a schematic perspective view of a first positioning plate according to the present utility model.
Fig. 7 is a schematic side view of an impact-resistant outer panel of the present utility model.
In the figure: 1. a steel column assembly; 11. a steel structural column; 12. an inner groove of the steel column; 2. a steel beam assembly; 21. a steel cross beam; 22. a beam inner groove; 23. a beam side plate; 24. stabilizing the transverse plate; 25. a limiting plate; 26. a support plate; 27. a stabilizing plate; 3. an impact resistant assembly; 31. a first positioning plate; 32. a second positioning plate; 33. a connecting plate; 34. connecting a clamping block; 35. an impact resistant outer panel; 36. an impact-resistant side plate; 37. a side plate inner groove; 38. spring damper.
Detailed Description
In order that those skilled in the art may better understand the technical solutions of the present utility model, the following detailed description of the present utility model with reference to the accompanying drawings is provided for exemplary and explanatory purposes only and should not be construed as limiting the scope of the present utility model.
Example 1:
as shown in fig. 1-7, an impact-resistant steel structure for an exterior wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 away from the limiting plate 25 is connected with a stable transverse plate 24, one end of the stable transverse plate 24 away from the steel beam 21 is connected with a stable plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 away from the first positioning plate 31 is connected with a second positioning plate 32, the rear end of the second positioning plate 32 is connected with a connecting clamping block 34, the same end of the beam side plate 23 is connected with a buffer plate 34, one end of the buffer plate is connected with two ends of the buffer plate 38, and the buffer plate 38 is connected with two ends of the buffer plate 38, which is connected with the buffer plate 35.
Example 2:
as shown in fig. 4, as a further optimization of the above embodiment, an impact-resistant steel structure for an exterior wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 far away from the limiting plate 25 is connected with a stable transverse plate 24, one end of the stable transverse plate 24 far away from the steel beam 21 is connected with a stable plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 far away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with a rear end of the second positioning plate 23 is connected with a buffer block 34, one end of the second positioning plate is connected with a buffer 35 far away from the buffer 35, and the buffer 35 is connected with two ends of the buffer blocks 38; the dimensions of the steel intra-pillar slots 12 are the same as the dimensions of the beam intra-slots 22, and the dimensions of the steel intra-pillar slots 12 are matched to the dimensions of the connecting blocks 34.
Example 3:
as shown in fig. 4 and 5, as a further optimization of the above embodiment, an impact-resistant steel structure of an outer wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 away from the limiting plate 25 is connected with a stabilizing cross plate 24, one end of the stabilizing cross plate 24 away from the steel beam 21 is connected with a stabilizing plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with an impact-resistant clamp block 35, the two ends of the second positioning plate 32 are connected with two ends of the two end plates 35 which are connected with an upper end of the buffer clamp block 35, which are far away from the two end of the buffer blocks 38; the width of crossbeam curb plate 23 is the same with the width of steel crossbeam 21, firm diaphragm 24 is connected with steel crossbeam 21, crossbeam curb plate 23, firm board 27 three simultaneously, the one end of crossbeam curb plate 23 is connected with steel crossbeam 21, firm diaphragm 24, limiting plate 25, backup pad 26, firm board 27 simultaneously, the bolt hole has been seted up to the inboard of crossbeam curb plate 23.
Example 4:
as shown in fig. 5, as a further optimization of the above embodiment, an impact-resistant steel structure for an exterior wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 far away from the limiting plate 25 is connected with a stable transverse plate 24, one end of the stable transverse plate 24 far away from the steel beam 21 is connected with a stable plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 far away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with a rear end of the second positioning plate 23 is connected with a buffer block 34, one end of the second positioning plate 34 is connected with a buffer block 35 far away from the two ends of the buffer block 38, and the buffer end is connected with the buffer end 35; every two limiting plates 25 are in a group, two limiting plates 25 are symmetrically arranged, one end, close to each other, of each limiting plate 25 in the same group is connected with a supporting plate 26, each supporting plate 26 is in a right-angled triangle structure, every two supporting plates 26 are in a group, and two right-angle edges of each supporting plate 26 are respectively connected with a steel beam 21 and a beam side plate 23.
Example 5:
as shown in fig. 1 and 5, as a further optimization of the above embodiment, an impact-resistant steel structure of an outer wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 away from the limiting plate 25 is connected with a stabilizing cross plate 24, one end of the stabilizing cross plate 24 away from the steel beam 21 is connected with a stabilizing plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with an impact-resistant clamp block 35, the two ends of the second positioning plate 32 are connected with two ends of the two end plates 35 which are connected with an upper end of a buffer block 35, which are far away from the buffer block 38; every two stabilizing plates 27 are in a group, two right-angle edges of the stabilizing plates 27 are respectively connected with the beam side plates 23 and the stabilizing transverse plates 24, and the steel beam 21, the stabilizing transverse plates 24 and the limiting plates 25 are integrally formed.
Example 6:
as shown in fig. 6 and 7, as a further optimization of the above embodiment, an impact-resistant steel structure of an exterior wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 away from the limiting plate 25 is connected with a stabilizing cross plate 24, one end of the stabilizing cross plate 24 away from the steel beam 21 is connected with a stabilizing plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with an impact-resistant clamp block 35, the two ends of the second positioning plate 32 are connected with two ends of the two end plates 35 which are connected with an upper end of the buffer clamp block 35, which are far away from the two end of the buffer blocks 38; the second locating plates 32 are provided with two blocks, the two second locating plates 32 are symmetrically arranged, the second locating plates 32 are the same as the first locating plates 31 in size, the first locating plates 31 are the same as the connecting plates 33 in height, the rear ends of the first locating plates 31 and the second locating plates 32 are connected with connecting clamping blocks 34, and bolt holes are formed in the inner sides of the first locating plates 31 and the second locating plates 32.
Example 7:
as shown in fig. 2 and 7, as a further optimization of the above embodiment, an impact-resistant steel structure of an outer wall of a building comprises a steel column assembly 1, a steel beam assembly 2 and an impact-resistant assembly 3, wherein the steel column assembly 1 comprises a steel structure column 11, a steel column inner groove 12 is formed in the inner side of the steel structure column 11, the steel beam assembly 2 comprises a steel beam 21, a beam inner groove 22 is formed in the inner side of the steel beam 21, one end of the steel beam 21 is connected with a beam side plate 23, the same end of the beam side plate 23 connected with the steel beam 21 is connected with a limiting plate 25, the same end of the steel beam 21 connected with the limiting plate 25 is connected with a supporting plate 26, one end of the steel beam 21 away from the limiting plate 25 is connected with a stabilizing cross plate 24, one end of the stabilizing cross plate 24 away from the steel beam 21 is connected with a stabilizing plate 27, the impact-resistant assembly 3 comprises a first positioning plate 31, two ends of the first positioning plate 31 are symmetrically connected with a connecting plate 33, one end of the connecting plate 33 away from the first positioning plate 31 is connected with a second positioning plate 32, one end of the second positioning plate 32 is connected with an impact-resistant clamp block 35, the two ends of the second positioning plate 32 are connected with two ends of the two end plates 35 which are connected with an upper end of the buffer clamp block 35, which are far away from the two end of the buffer blocks 38; the side view cross section of the impact-resistant side plate 36 is in a right triangle structure, and a side plate inner groove 37 for installing bolts is reserved at the inner side of the impact-resistant side plate 36.
The working principle of the utility model is as follows: when the steel structure is used, the steel structure column 11 is stably placed at the position required to be used, then two groups of steel beam components 2 are symmetrically installed at two ends of the steel structure column 11, the side edges of the beam side plates 23 and the steel structure column 11 are mutually contacted and attached, the tops of the beam side plates 23 and the steel structure column 11 are positioned at the same horizontal plane position at the same time, then the beam side plates 23 and the steel structure column 11 are connected by bolts, and then the steel structure column components 1 and the steel beam components 2 are installed and connected, the steel structure column components 12 and the beam side plates 22 are arranged for inserting connecting clamping blocks 34, and then the steel beam components 1 and the steel beam components 2 are simultaneously and fixedly connected with the impact resistant components 3, through the arrangement of the supporting plates 26, the connection area of the steel beam 21 and the beam side plates 23 can be increased, and the stability of the connection of the steel beam 21 and the beam side plates 23 can be further improved, and the supporting plates 26 can be further improved after the connection of the beam side plates 23 and the steel structure column components 21 are completed, the bending strength of the steel beam 21 and the steel beam components 21 can be further improved, the connection area of the steel beam components 21 and the steel beam components 21 can be further increased, and the connection area of the steel beam components 21 and the steel structure column components 21 can be further increased, and the connection area of the steel beam components 21 can be further increased and the steel beam components can be further and the steel beam components 21 can be stably and the steel beam 21 can be firmly be connected through the connection plate 21 and the connection plate 21 through the connection plates and the connection plates 21 and the connection plates and the connection to the connection plates 21, the connecting clamping blocks 34 connected with the rear ends of the first positioning plates 31 are stably inserted into the steel column inner grooves 12, at the moment, the connecting clamping blocks 34 connected with the rear ends of the two second positioning plates 32 are also simultaneously inserted into the corresponding beam inner grooves 22, the first positioning plates 31 and the steel structure column 11 are mutually contacted and attached, then the first positioning plates 31 and the second positioning plates 32 are sequentially fixed by bolts, the impact-resistant assembly 3 is further connected with the steel column assembly 1 and the steel beam assembly 2 in a mounting manner, after the connecting clamping blocks 34 connected with the rear ends of the first positioning plates 31 are stably inserted into the steel column inner grooves 12 and the first positioning plates 31 and the steel structure column 11 are mutually contacted and attached, bolts are inserted into bolt holes on the inner sides of the first positioning plates 31 through the side plate inner grooves 37, the first positioning plates 31 and the steel structure column 11 are further connected with the steel beam 21 in a mounting manner, when the steel structure is subjected to external impact, the outer plates 35 move under the action of the impact-resistant assembly, the spring buffer 38 is further pressed in the moving process, and the impact-resistant assembly 38 can be further influenced by the impact-resistant assembly 2, and the safety of the impact-resistant assembly is further improved.
It should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The principles and embodiments of the present utility model have been described herein with reference to specific examples, the description of which is intended only to facilitate an understanding of the method of the present utility model and its core ideas. The foregoing is merely illustrative of the preferred embodiments of the utility model, and it is noted that there is virtually no limit to the specific structure which may be imposed by those skilled in the art without departing from the spirit of the utility model, and that modifications, adaptations, or variations of the foregoing features may be combined in a suitable manner; such modifications, variations and combinations, or the direct application of the inventive concepts and aspects to other applications without modification, are contemplated as falling within the scope of the present utility model.
Claims (7)
1. The utility model provides a building outer wall steel construction that shocks resistance, includes steel column subassembly (1), girder steel subassembly (2), shocks resistance subassembly (3), steel column subassembly (1) include steel construction post (11), steel column inside groove (12) have been seted up to the inboard of steel construction post (11), girder steel subassembly (2) include steel crossbeam (21), crossbeam inside groove (22) have been seted up to the inboard of steel crossbeam (21), its characterized in that: the one end of steel crossbeam (21) is connected with crossbeam curb plate (23), the same end that crossbeam curb plate (23) was connected with steel crossbeam (21) is connected with limiting plate (25), the same end that steel crossbeam (21) was connected with limiting plate (25) is connected with backup pad (26), the one end that limiting plate (25) was kept away from to steel crossbeam (21) is connected with firm diaphragm (24), the one end that steel crossbeam (21) was kept away from to firm diaphragm (24) is connected with firm board (27), impact subassembly (3) include first locating plate (31), the both ends symmetry of first locating plate (31) is connected with connecting plate (33), the one end that first locating plate (31) was kept away from to connecting plate (33) is connected with second locating plate (32), the rear end of second locating plate (32) is connected with connection fixture block (34), the one end that second locating plate (32) was kept away from to connect with spring buffer (38), the one end that second locating plate (32) was kept away from to spring buffer (38) is connected with firm board (27), two curb plates (35) are connected with down to the curb plate (35).
2. The building exterior wall impact resistant steel structure according to claim 1, wherein: the size of the steel column inner groove (12) is the same as that of the beam inner groove (22), and the size of the steel column inner groove (12) is matched with that of the connecting clamping block (34).
3. The building exterior wall impact resistant steel structure according to claim 1, wherein: the width of crossbeam curb plate (23) is the same with the width of steel crossbeam (21), firm diaphragm (24) are connected with steel crossbeam (21), crossbeam curb plate (23), firm board (27) three simultaneously, the one end of crossbeam curb plate (23) is connected with steel crossbeam (21), firm diaphragm (24), limiting plate (25), backup pad (26), firm board (27) simultaneously, the bolt hole has been seted up to the inboard of crossbeam curb plate (23).
4. The building exterior wall impact resistant steel structure according to claim 1, wherein: every two limiting plates (25) are in a group, the two limiting plates (25) are symmetrically arranged, one end, close to each other, of each limiting plate (25) is connected with a supporting plate (26), each supporting plate (26) is in a right-angled triangle structure, every two supporting plates (26) are in a group, and two right-angle edges of each supporting plate (26) are respectively connected with a steel cross beam (21) and a cross beam side plate (23).
5. The building exterior wall impact resistant steel structure according to claim 1, wherein: every two stabilizing plates (27) are in a group, two right-angle sides of each stabilizing plate (27) are respectively connected with the beam side plates (23) and the stabilizing transverse plates (24), and the steel beam (21) is integrally formed with the stabilizing transverse plates (24) and the limiting plates (25).
6. The building exterior wall impact resistant steel structure according to claim 1, wherein: the second locating plates (32) are arranged in two, the second locating plates (32) are symmetrically arranged, the second locating plates (32) are identical to the first locating plates (31) in size, the first locating plates (31) are identical to the connecting plates (33) in height, connecting clamping blocks (34) are connected to the rear ends of the first locating plates (31) and the second locating plates (32), and bolt holes are formed in the inner sides of the first locating plates (31) and the second locating plates (32).
7. The building exterior wall impact resistant steel structure according to claim 1, wherein: the side view cross section of the impact-resistant side plate (36) is in a right triangle structure, and a side plate inner groove (37) for installing a bolt is reserved at the inner side of the impact-resistant side plate (36).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320248227.2U CN219431451U (en) | 2023-02-19 | 2023-02-19 | Building outer wall steel construction that shocks resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320248227.2U CN219431451U (en) | 2023-02-19 | 2023-02-19 | Building outer wall steel construction that shocks resistance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219431451U true CN219431451U (en) | 2023-07-28 |
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ID=87335434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320248227.2U Active CN219431451U (en) | 2023-02-19 | 2023-02-19 | Building outer wall steel construction that shocks resistance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219431451U (en) |
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2023
- 2023-02-19 CN CN202320248227.2U patent/CN219431451U/en active Active
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