CN214784796U - Anti-seismic profile steel structure fabricated building - Google Patents
Anti-seismic profile steel structure fabricated building Download PDFInfo
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- CN214784796U CN214784796U CN202120095060.1U CN202120095060U CN214784796U CN 214784796 U CN214784796 U CN 214784796U CN 202120095060 U CN202120095060 U CN 202120095060U CN 214784796 U CN214784796 U CN 214784796U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 36
- 239000010959 steel Substances 0.000 title claims abstract description 36
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 11
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 11
- 241001330002 Bambuseae Species 0.000 claims description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 11
- 239000011425 bamboo Substances 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 8
- 230000003139 buffering effect Effects 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 description 12
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 238000010030 laminating Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to an anti-seismic section steel structure fabricated building, which relates to the field of steel structure buildings and comprises a bottom plate, a plurality of stand columns arranged on the bottom plate through lower connecting components and a plurality of cross beams connected with the stand columns, wherein the stand columns are connected with the cross beams through upper connecting components; the upper connecting cylinder is slidably sleeved at the end part of the cross beam, a plurality of upper buffer springs are arranged at the end part of the cross beam, and the upper connecting cylinder is connected with the cross beam through an upper limit position assembly. This application sets up the buffer board in the connecting cylinder down, makes stand and lower connecting cylinder have the shock-absorbing capacity in vertical direction, sets up buffer spring in last connecting cylinder, makes crossbeam and last connecting cylinder have the shock-absorbing capacity in the horizontal direction.
Description
Technical Field
The application relates to the field of steel structure buildings, in particular to an earthquake-resistant section steel structure fabricated building.
Background
The steel structure building is a novel building system, compares with traditional concrete building, and steel plate or shaped steel have replaced reinforced concrete for steel structure building has the higher advantage of intensity. In addition, the member for assembling the steel structure building can be manufactured in a factory and installed on site, so that the manufacturing period can be greatly reduced. In addition, the steel can be repeatedly used, so that the construction waste can be greatly reduced, and the method conforms to the green and environment-friendly idea advocated in recent years, so that the method is widely applied to industrial buildings and civil buildings.
Chinese patent with publication number CN211948879U discloses an antidetonation shaped steel structure fabricated building, including the frame post, the fixed welding of frame post upside has solid fixed ring, the fixed welding of frame post upper end has the longeron, the longeron downside rotates through the loose pin to be connected with first connecting block, the fixed welding of first connecting block one side has first bracing piece, first bracing piece one end fixedly connected with second connecting block, second connecting block one side rotates through the loose pin to be connected in frame post one side, be equipped with first through-hole on the longeron, swing joint has first wire rope in the first through-hole, first wire rope other end swing joint is in solid fixed ring.
In view of the above-mentioned related technologies, the inventor believes that the frame column and the lower beam are rigidly connected, so that the seismic performance of the building is poor, and the frame column and the lower beam are easily broken when an earthquake occurs.
SUMMERY OF THE UTILITY MODEL
In order to improve steel construction building's anti-seismic performance, this application provides an anti-seismic profiled steel structure fabricated building.
The application provides an antidetonation shaped steel structure prefabricated building adopts following technical scheme:
an anti-seismic profile steel structure fabricated building comprises a bottom plate, a plurality of stand columns arranged on the bottom plate through lower connecting assemblies, and a cross beam for connecting the stand columns, wherein the stand columns are connected with the cross beam through upper connecting assemblies; the upper connecting cylinder is sleeved at the end part of the cross beam in a sliding manner, a plurality of upper buffer springs are arranged at the end part of the cross beam, and the upper connecting cylinder is connected with the cross beam through an upper limit position assembly.
Through adopting above-mentioned technical scheme, the setting up of buffer board makes stand and lower connecting cylinder have certain shock-absorbing capacity in vertical direction, goes up buffer spring's setting and makes crossbeam and last connecting cylinder have certain shock-absorbing capacity in the horizontal direction to can improve the anti-seismic performance of steel construction building.
Optionally, be provided with supporting component between stand and the crossbeam, supporting component including articulate in the support section of thick bamboo in the stand outside, articulate in the bracing piece in the support section of thick bamboo is worn to locate in the crossbeam outside and slip, set up in the lower mounting panel in the support section of thick bamboo outside, set up in the last mounting panel in the bracing piece outside and set up in mounting spring between lower mounting panel and the last mounting panel.
Through adopting above-mentioned technical scheme, can improve the stability of being connected between stand and the crossbeam, in addition, the setting up of a supporting cylinder and bracing piece can further cushion stand and crossbeam to improve the shock-absorbing capacity of steel construction building.
Optionally, the lower connecting assembly comprises a supporting plate arranged on the bottom plate through a connecting piece and a bottom connecting cylinder arranged on the supporting plate and slidably sleeved at the bottom of the upright column, and the bottom connecting cylinder and the upright column are connected through a bottom limiting assembly; a bottom buffer component is arranged between the bottom connecting cylinder and the upright post; the equal level in position of connecting cylinder has seted up the spout at the bottom of four outsides correspondence of stand, end buffering subassembly include sliding connection in slider and level in the spout set up in the slider keeps away from the end spring of spout one end, the end spring is kept away from the one end of slider and is connected with end connecting cylinder inboard.
By adopting the technical scheme, the upright post and the bottom connecting cylinder have certain buffering performance in the horizontal direction so as to improve the anti-seismic performance.
Optionally, waist shape hole down has been seted up in the connecting cylinder outside down, the length direction in waist shape hole is parallel with the length direction of stand down, lower limit subassembly including set up in the stand outside and slide a plurality of lower limiting screw rods and the threaded connection who wears to locate waist shape hole down in the lower limiting nut in the limiting screw rod outside down, lower limiting nut is located the connecting cylinder outside down.
Through adopting above-mentioned technical scheme, when stand and lower connecting cylinder produced the displacement in vertical direction, spacing screw rod can slide along the length direction in waist shape hole down to play limiting displacement to stand and lower connecting cylinder.
Optionally, an upper waist-shaped hole is formed in the outer side of the upper connecting cylinder, the length direction of the upper waist-shaped hole is parallel to that of the cross beam, the upper limit position assembly comprises a plurality of upper limit screw rods and upper limit nuts, the upper limit screws are arranged on the outer side of the cross beam and slidably penetrate through the upper waist-shaped hole, the upper limit nuts are connected to the upper limit nuts on the outer side of the upper limit screw rods, and the upper limit nuts are located on the outer side of the upper connecting cylinder.
Through adopting above-mentioned technical scheme, when crossbeam and last connecting cylinder produced the displacement on the horizontal direction, go up spacing screw rod and can slide along the length direction in last waist shape hole to play limiting displacement to crossbeam and last connecting cylinder.
Optionally, a bottom waist-shaped hole is formed in the outer side of the bottom connecting cylinder, the bottom limiting component comprises a bottom limiting rod horizontally arranged on the outer side of the upright post, and the bottom limiting rod penetrates through the bottom waist-shaped hole in a sliding mode.
Through adopting above-mentioned technical scheme, when the stand produced horizontal displacement, end spacing pole can slide in end waist shape hole to play limiting displacement to the slip of stand.
Optionally, the lower mounting plate is sleeved outside the support cylinder and connected with the support cylinder through a lower screw; the upper mounting plate is sleeved on the outer side of the supporting rod and connected with the supporting rod through an upper screw.
Through adopting above-mentioned technical scheme, can realize down the detachable of mounting panel and a support section of thick bamboo be connected and go up the detachable of mounting panel and bracing piece and be connected, be convenient for supporting spring's dismouting and change.
Optionally, the connecting piece is a connecting screw, and the connecting screw threads penetrate through the supporting plate and the bottom plate.
Through adopting above-mentioned technical scheme, connect through connecting screw between backup pad and the bottom plate, can improve the joint strength between backup pad and the bottom plate.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the arrangement of the buffer plate enables the upright post and the lower connecting cylinder to have certain buffer performance in the vertical direction, and the arrangement of the upper buffer spring enables the cross beam and the upper connecting cylinder to have certain buffer performance in the horizontal direction, so that the anti-seismic performance of the steel structure building can be improved;
2. the arrangement of the lower connecting assembly enables the upright post and the bottom connecting cylinder to have certain buffering performance in the horizontal direction so as to improve the anti-seismic performance; the arrangement of the supporting component can further buffer the upright post and the cross beam.
Drawings
FIG. 1 is a schematic view of an earthquake-resistant section steel structure fabricated building;
FIG. 2 is a schematic view of a lower connecting assembly of an earthquake-resistant section steel structure fabricated building;
fig. 3 is a schematic view of an upper connecting assembly and a supporting assembly of an earthquake-resistant steel structural fabricated building.
Description of reference numerals: 1. a base plate; 2. a column; 3. a cross beam; 4. a support plate; 5. a bottom connecting cylinder; 6. a connecting screw; 7. a slider; 8. a bottom spring; 9. a chute; 10. a bottom stop lever; 11. a bottom waist-shaped hole; 12. a buffer plate; 13. a lower connecting cylinder; 14. an upper connecting block; 15. an upper connecting cylinder; 16. an upper buffer spring; 17. a lower limiting screw; 18. a lower limit nut; 19. a lower waist-shaped hole; 20. an upper limiting screw; 21. an upper limiting nut; 22. an upper waist-shaped hole; 23. a support cylinder; 24. a support bar; 25. a lower mounting plate; 26. an upper mounting plate; 27. a support spring; 28. a lower screw; 29. and (6) screwing.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses antidetonation shaped steel structure prefabricated construction. Referring to fig. 1, antidetonation shaped steel structure prefabricated construction includes bottom plate 1, four stands 2 and four crossbeams 3, and bottom plate 1 is the level setting, and stand 2 installs on bottom plate 1 through coupling assembling down, and four stands 2 are the square matrix and arrange, and 3 horizontal installation of crossbeam are between two adjacent stands 2, and all connect through last coupling assembling between crossbeam 3 and the stand 2. In the present embodiment, the upright posts 2 and the cross beams 3 are both square.
Referring to fig. 2, lower coupling assembling includes backup pad 4 and end connecting cylinder 5, backup pad 4 is fixed in bottom plate 1 top surface through the connecting piece level, in this embodiment, the connecting piece is connecting screw 6, connecting screw 6 screw thread wears to locate on backup pad 4 and bottom plate 1, end connecting cylinder 5 is vertical to be welded in backup pad 4 top surface, end connecting cylinder 5 is square setting, end connecting cylinder 5 upper end is the opening setting, end connecting cylinder 5's cross-sectional area is greater than stand 2 cross-sectional area, the tip slides and wears to locate in end connecting cylinder 5 under stand 2, the laminating of stand 2 bottom surfaces and the interior bottom surface of end connecting cylinder 5, so set up, make stand 2 have certain displacement space on the horizontal direction. Install end buffering subassembly between end connecting cylinder 5 and the stand 2, end buffering subassembly includes slider 7 and end spring 8, spout 9 has been seted up to four lateral walls of stand 2 corresponding end connecting cylinder 5's the equal level in position, spout 9 is the T style of calligraphy, the length direction mutually perpendicular of spout 9 on two adjacent lateral walls of stand 2, slider 7 and end spring 8 all are provided with four, four slider 7 are sliding connection respectively in four spout 9, end spring 8 level is fixed in the one end that slider 7 kept away from spout 9, the one end that slider 7 was kept away from to end spring 8 is fixed with end connecting cylinder 5 inside wall. The arrangement is such that a certain buffer performance is provided between the upright post 2 and the bottom connecting cylinder 5 in the horizontal direction.
In order to limit the sliding of the upright post 2, a bottom limiting assembly is arranged between the bottom connecting cylinder 5 and the upright post 2, the bottom limiting assembly comprises four bottom limiting rods 10, bottom waist-shaped holes 11 are horizontally formed in four outer side surfaces of the bottom connecting cylinder 5, the bottom waist-shaped holes 11 penetrate through the inner side and the outer side of the bottom connecting cylinder 5, and the length directions of two adjacent bottom waist-shaped holes 11 are mutually vertical; four end limiting rods 10 are respectively horizontally fixed on four outer side surfaces of the stand column 2 and correspond to the positions of the bottom waist-shaped holes 11, the length directions of two adjacent end limiting rods 10 are perpendicular to each other, the length directions of the end limiting rods 10 are perpendicular to the length directions of the bottom waist-shaped holes 11 at corresponding positions, the diameters of the end limiting rods 10 are the same as the distance between the upper side wall and the lower side wall of the bottom waist-shaped holes 11, and the end limiting rods 10 are slidably arranged in the bottom waist-shaped holes 11.
Referring to fig. 3, a square buffer plate 12 is horizontally fixed to an upper end portion of the column 2, and in this embodiment, the buffer plate 12 is made of a rubber material. Go up coupling assembling including connecting cylinder 13 down, go up connecting block 14 and last connecting cylinder 15, 2 upper ends of stand are located to lower connecting cylinder 13 sliding sleeve, and the top surface laminating in buffer board 12 top surface and the connecting cylinder 13 down, lower connecting cylinder 13 is square setting, goes up connecting block 14 a body coupling in connecting cylinder 13 upper end down. The arrangement is such that a certain buffer performance is provided between the upright post 2 and the lower connecting cylinder 13 in the vertical direction.
The upper connecting cylinders 15 are horizontally fixed at one end of the upper connecting block 14, the upper connecting cylinders 15 are integrally connected with the upper connecting block 14, the number of the upper connecting cylinders 15 is two, the two upper connecting cylinders 15 are respectively positioned on two adjacent side surfaces of the upper connecting block 14, the length directions of the two upper connecting cylinders 15 are mutually vertical, the upper connecting cylinders 15 are also arranged in a square shape, one ends of the upper connecting cylinders 15 far away from the upper connecting block 14 are arranged in an opening shape, and the upper connecting cylinders 15 are slidably sleeved at the end parts of the cross beams 3; in addition, a plurality of upper buffer springs 16 are horizontally fixed at the end part of the cross beam 3, the extension and contraction directions of the upper buffer springs 16 are parallel to the length direction of the cross beam 3, and two ends of each upper buffer spring 16 are respectively connected with the end part of the cross beam 3 and the inner bottom surface of the upper connecting cylinder 15. The arrangement is such that there is a certain cushioning property between the cross member 3 and the upper connecting cylinder 15 in the horizontal direction.
In order to carry out spacingly between stand 2 and the lower connecting cylinder 13, install down spacing subassembly between lower connecting cylinder 13 and the stand 2, it includes spacing screw rod 17 and lower spacing nut 18 to limit the subassembly down, waist shape hole 19 down has all been seted up to the relative both sides face of lower connecting cylinder 13, waist shape hole 19 runs through the inside and outside both sides of lower connecting cylinder 13 down, the length direction in waist shape hole 19 is parallel with the length direction of lower connecting cylinder 13 down, it is provided with two to limit screw rod 17 down, two lower spacing screw rods 17 are fixed in the two relative outsides of stand 2 and correspond the position in waist shape hole 19 down respectively the level, lower spacing screw rod 17 slides and wears to locate in the lower waist shape hole 19 of relevant position, lower spacing nut 18 threaded connection is in the lower spacing screw rod 17 outside, lower spacing nut 18 tip and the laminating in the connecting cylinder 13 outside down. When the vertical column 2 and the lower connecting cylinder 13 are displaced in the vertical direction, the lower limiting screw 17 can slide along the length direction of the lower kidney-shaped hole 19, so that the vertical column 2 and the lower connecting cylinder 13 are limited.
In order to carry out spacingly between crossbeam 3 and the last connecting cylinder 15, go up and install spacing subassembly between connecting cylinder 15 and the crossbeam 3, it includes upper limit screw rod 20 and last spacing nut 21 to go up spacing subassembly, the top surface and the bottom surface of going up connecting cylinder 15 have all been seted up and have been gone up waist shape hole 22, it runs through the inside and outside both sides of connecting cylinder 15 to go up waist shape hole 22, the length direction of going up waist shape hole 22 is parallel with the length direction of last connecting cylinder 15, it is provided with two to go up spacing screw rod 20, two are gone up vertical top surface and the bottom surface that is fixed in crossbeam 3 respectively of spacing screw rod 20, it wears to locate in the last waist shape hole 22 of relevant position to go up spacing screw rod 20 slip, it is in the upper limit screw rod 20 outside to go up spacing nut 21 threaded connection, the laminating in the upper limit nut 21 tip and the last connecting cylinder 15 outside. When the cross beam 3 and the upper connecting cylinder 15 are displaced in the horizontal direction, the upper limiting screw 20 can slide along the length direction of the upper waist-shaped hole 22, so that the cross beam 3 and the upper connecting cylinder 15 are limited.
In order to further improve the shock-absorbing capacity between stand 2 and the crossbeam 3, install supporting component between stand 2 and the crossbeam 3, supporting component includes a support section of thick bamboo 23 and bracing piece 24, a support section of thick bamboo 23 articulates in the stand 2 outside near the position of crossbeam 3, a support section of thick bamboo 23 is kept away from the one end of stand 2 and is the opening setting, bracing piece 24 articulates in the position that the stand 2 is close to in the crossbeam 3 bottom surface, the bracing piece 24 is kept away from the one end of crossbeam 3 and is slided and wear to locate in a support section of thick bamboo 23.
The support assembly further comprises a lower mounting plate 25, an upper mounting plate 26 and a support spring 27, the support rod 24 and the support cylinder 23 are arranged in a circular shape, the lower mounting plate 25 is slidably sleeved outside the support cylinder 23, the lower mounting plate 25 is arranged in a circular shape, a lower screw 28 penetrates through the outer peripheral surface of the lower mounting plate 25 in a threaded manner, and the lower mounting plate 25 is fixed with the support cylinder 23 through the lower screw 28; the upper mounting plate 26 is slidably sleeved outside the support rod 24, the upper mounting plate 26 is also circularly arranged, an upper screw 29 is threaded on the outer peripheral surface of the upper mounting plate 26, and the upper mounting plate 26 is fixed with the support rod 24 through the upper screw 29; the supporting spring 27 is sleeved outside the supporting cylinder 23 and the supporting rod 24, the supporting spring 27 is located between the lower mounting plate 25 and the upper mounting plate 26, and two ends of the supporting spring 27 are respectively fixed with the lower mounting plate 25 and the upper mounting plate 26.
So set up, can improve the joint strength between stand 2 and the crossbeam 3, in addition, supporting spring 27's setting can further cushion between stand 2 and the crossbeam 3 to improve steel construction building's shock-absorbing capacity.
The implementation principle of an antidetonation shaped steel structure prefabricated building of the embodiment of this application does: when an earthquake occurs, the upright post 2 and the bottom connecting cylinder 5 can generate displacement in the horizontal direction, the upright post 2 is buffered through the bottom spring 8, the upright post 2 and the lower connecting cylinder 13 generate displacement in the vertical direction, the upright post 2 and the lower connecting cylinder 13 are buffered through the buffer plate 12, the cross beam 3 and the upper connecting cylinder 15 generate displacement in the horizontal direction, and the cross beam 3 is buffered through the upper buffer spring 16; when the vertical column 2 and the cross beam 3 generate relative displacement, the supporting cylinder 23 and the supporting rod 24 can generate relative displacement, and the vertical column 2 and the cross beam 3 are buffered through the supporting spring 27, so that the anti-seismic performance of the steel structure building is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an antidetonation shaped steel structure prefabricated construction which characterized in that: the connecting device comprises a bottom plate (1), a plurality of stand columns (2) arranged on the bottom plate (1) through lower connecting components, and a plurality of cross beams (3) connected with the stand columns (2), wherein the stand columns (2) are connected with the cross beams (3) through upper connecting components, each upper connecting component comprises an upper connecting block (14), a lower connecting cylinder (13) arranged at the bottom of the upper connecting block (14), and a plurality of upper connecting cylinders (15) arranged on the upper connecting blocks (14), the lower connecting cylinders (13) are slidably sleeved at the tops of the stand columns (2), a buffer plate (12) is arranged at the tops of the stand columns (2), and the lower connecting cylinders (13) are connected with the stand columns (2) through lower limiting components; the upper connecting cylinder (15) is slidably sleeved at the end of the cross beam (3), a plurality of upper buffer springs (16) are arranged at the end of the cross beam (3), and the upper connecting cylinder (15) is connected with the cross beam (3) through an upper limiting component.
2. An earthquake-resistant steel structure fabricated building according to claim 1, characterized in that: be provided with supporting component between stand (2) and crossbeam (3), supporting component including articulate in a support section of thick bamboo (23) in the stand (2) outside, articulate in bracing piece (24) in a support section of thick bamboo (23) are worn to locate in the crossbeam (3) outside and slide, set up in support lower mounting panel (25) in a section of thick bamboo (23) outside, set up in last mounting panel (26) in the bracing piece (24) outside and set up in supporting spring (27) between lower mounting panel (25) and last mounting panel (26).
3. An earthquake-resistant steel structure fabricated building according to claim 1, characterized in that: the lower connecting assembly comprises a supporting plate (4) arranged on the bottom plate (1) through a connecting piece and a bottom connecting cylinder (5) arranged on the supporting plate (4) and sleeved at the bottom of the upright post (2) in a sliding manner, and the bottom connecting cylinder (5) is connected with the upright post (2) through a bottom limiting assembly; a bottom buffer component is arranged between the bottom connecting cylinder (5) and the upright post (2); spout (9) have been seted up to the equal level in position that four outsides of stand (2) correspond end connecting cylinder (5), end buffering subassembly include sliding connection in slider (7) and level in spout (9) set up in slider (7) keep away from end spring (8) of spout (9) one end, the one end and end connecting cylinder (5) inboard connection that slider (7) were kept away from in end spring (8).
4. An earthquake-resistant steel structure fabricated building according to claim 1, characterized in that: waist shape hole (19) down have been seted up in connecting cylinder (13) outside down, the length direction in waist shape hole (19) is parallel with the length direction of stand (2) down, lower limit subassembly including set up in stand (2) outside and slide and wear to locate a plurality of lower limit screw (17) and the threaded connection in the lower limit nut (18) in waist shape hole (19) outside down, lower limit nut (18) are located the connecting cylinder (13) outside down.
5. An earthquake-resistant steel structure fabricated building according to claim 1, characterized in that: go up connecting cylinder (15) outside and seted up waist shape hole (22), the length direction who goes up waist shape hole (22) is parallel with the length direction of crossbeam (3), go up limit position subassembly including set up in crossbeam (3) outside and slide and wear to locate a plurality of upper limit screw rods (20) and the threaded connection in go up the limit nut (21) in the limit screw rod (20) outside, upper limit nut (21) are located the connecting cylinder (15) outside.
6. An earthquake-resistant steel structure fabricated building according to claim 3, wherein: the outer side of the bottom connecting cylinder (5) is provided with a bottom waist-shaped hole (11), the bottom limiting component comprises a bottom limiting rod (10) horizontally arranged on the outer side of the upright post (2), and the bottom limiting rod (10) penetrates through the bottom waist-shaped hole (11) in a sliding mode.
7. An earthquake-resistant steel structure fabricated building according to claim 2, wherein: the lower mounting plate (25) is sleeved on the outer side of the support cylinder (23), and the lower mounting plate (25) is connected with the support cylinder (23) through a lower screw (28); the support rod (24) is sleeved with the upper mounting plate (26), and the upper mounting plate (26) is connected with the support rod (24) through an upper screw (29).
8. An earthquake-resistant steel structure fabricated building according to claim 3, wherein: the connecting piece is a connecting screw (6), and the connecting screw (6) is threaded through the support plate (4) and the bottom plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120095060.1U CN214784796U (en) | 2021-01-13 | 2021-01-13 | Anti-seismic profile steel structure fabricated building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202120095060.1U CN214784796U (en) | 2021-01-13 | 2021-01-13 | Anti-seismic profile steel structure fabricated building |
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| CN214784796U true CN214784796U (en) | 2021-11-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120095060.1U Expired - Fee Related CN214784796U (en) | 2021-01-13 | 2021-01-13 | Anti-seismic profile steel structure fabricated building |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030319A (en) * | 2022-06-22 | 2022-09-09 | 重庆第二师范学院 | A antidetonation frame construction for building are built |
| CN116290385A (en) * | 2023-02-22 | 2023-06-23 | 青岛德泰建设工程有限公司 | Earthquake-resistant steel structure assembled building |
| CN117468587A (en) * | 2023-12-28 | 2024-01-30 | 国建绿色智慧工程设计研究院(天津)有限公司 | Assembled building beam column steel structure connecting element |
| CN117468587B (en) * | 2023-12-28 | 2024-06-04 | 国建绿色智慧工程设计研究院(天津)有限公司 | Assembled building beam column steel structure connecting element |
-
2021
- 2021-01-13 CN CN202120095060.1U patent/CN214784796U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030319A (en) * | 2022-06-22 | 2022-09-09 | 重庆第二师范学院 | A antidetonation frame construction for building are built |
| CN115030319B (en) * | 2022-06-22 | 2023-10-31 | 重庆第二师范学院 | Anti-seismic frame structure for house building |
| CN116290385A (en) * | 2023-02-22 | 2023-06-23 | 青岛德泰建设工程有限公司 | Earthquake-resistant steel structure assembled building |
| CN116290385B (en) * | 2023-02-22 | 2024-01-23 | 青岛德泰建设工程有限公司 | Earthquake-resistant steel structure assembled building |
| CN117468587A (en) * | 2023-12-28 | 2024-01-30 | 国建绿色智慧工程设计研究院(天津)有限公司 | Assembled building beam column steel structure connecting element |
| CN117468587B (en) * | 2023-12-28 | 2024-06-04 | 国建绿色智慧工程设计研究院(天津)有限公司 | Assembled building beam column steel structure connecting element |
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