CN220644773U - High-rigidity steel structure curtain wall earthquake-resistant structure - Google Patents
High-rigidity steel structure curtain wall earthquake-resistant structure Download PDFInfo
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- CN220644773U CN220644773U CN202322144519.4U CN202322144519U CN220644773U CN 220644773 U CN220644773 U CN 220644773U CN 202322144519 U CN202322144519 U CN 202322144519U CN 220644773 U CN220644773 U CN 220644773U
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- groove
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 80
- 239000010959 steel Substances 0.000 title claims abstract description 80
- 238000013016 damping Methods 0.000 claims abstract description 51
- 210000000078 claw Anatomy 0.000 claims abstract description 17
- 230000035939 shock Effects 0.000 claims abstract description 13
- 238000010276 construction Methods 0.000 claims abstract description 7
- 230000005540 biological transmission Effects 0.000 abstract 1
- 238000010030 laminating Methods 0.000 abstract 1
- 230000035807 sensation Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 10
- 241000252254 Catostomidae Species 0.000 description 9
- 238000003466 welding Methods 0.000 description 5
- 229910045601 alloy Inorganic materials 0.000 description 4
- 239000000956 alloy Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- ZOKXTWBITQBERF-UHFFFAOYSA-N Molybdenum Chemical compound [Mo] ZOKXTWBITQBERF-UHFFFAOYSA-N 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 229910052804 chromium Inorganic materials 0.000 description 1
- 239000011651 chromium Substances 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052750 molybdenum Inorganic materials 0.000 description 1
- 239000011733 molybdenum Substances 0.000 description 1
- 229910052759 nickel Inorganic materials 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- -1 saw Chemical compound 0.000 description 1
- 239000002436 steel type Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229910052720 vanadium Inorganic materials 0.000 description 1
- LEONUFNNVUYDNQ-UHFFFAOYSA-N vanadium atom Chemical compound [V] LEONUFNNVUYDNQ-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model discloses a high-rigidity steel structure curtain wall earthquake-resistant structure, which comprises a steel beam body, wherein an earthquake-resistant plate is fixedly arranged on one side of the steel beam body, a thread groove is formed in the outer part of the earthquake-resistant plate, a threaded rod is movably connected in the thread groove, and a damping claw is fixedly arranged at one end of the threaded rod; this high rigidity's steel construction curtain shock-resistant structure, through the girder steel body, the shock-resistant board, the screw thread groove, the threaded rod, the damping claw, the shock-absorbing groove, damping reset rod and sucking disc set up, when this structural mounting acts on the shock-resistant shock-absorbing during operation on the steel construction curtain, at first screw thread groove and threaded rod overall structure are succinct to install the damping claw behind every curtain on the girder steel body, secondly when the steel construction curtain receives external force to feel vibrations, the sucking disc of laminating behind the curtain body will be present curtain wall's vibrations transmission for four groups sucking discs, the sucking disc receives the vibration sensation to drive damping reset rod shrink and cushion the shock attenuation to the shock-absorbing inslot.
Description
Technical Field
The utility model relates to the technical field related to steel structure curtain walls, in particular to a high-rigidity steel structure curtain wall earthquake-resistant structure.
Background
The steel structure refers to a steel hanger, the inside is a steel skeleton for fixing, the outside is a decorative material such as glass or aluminum alloy, the steel structure curtain wall refers to a low alloy structure steel type curtain wall with a protective rust layer and resistant to atmospheric corrosion, the steel structure curtain wall can be used for manufacturing steel structures such as vehicles, bridges, towers and containers, compared with common carbon steel, weather resistant steel has better corrosion resistance in the atmosphere, compared with stainless steel, weather resistant steel has only a small amount of alloy elements such as phosphorus, copper, chromium, nickel, molybdenum, saw, vanadium, titanium and the like, the total amount of the alloy elements only accounts for a few percent, unlike stainless steel, so that the total amount of the alloy elements reaches more than ten percent, and therefore, the steel structure curtain wall is cheaper, and when the steel structure curtain wall is driven by external induced vibration to synchronously vibrate by a roof, the steel structure curtain wall is required to be installed with the steel structure curtain wall, and the earthquake resistant structure is a building structure designed according to the earthquake resistant design specification, and can withstand vibration to a certain degree without damage, and mainly comprises a reinforced concrete structure, a prestressed concrete structure, a steel structure, a precast concrete structure, a frame structure, a transverse wall and the like.
When the existing high-rigidity steel structure curtain wall earthquake-resistant structure is used, external vibration force is encountered to drive the steel structure curtain wall to vibrate synchronously, the vibration force is generally borne by the energy dissipation of the steel girder body of the steel structure curtain wall, or the whole vibration force is borne by the stability of the curtain wall during installation, so that the curtain wall can be caused to shake the installation stability of the curtain wall when the curtain wall receives vibration, the curtain wall can shake back and forth to produce a rattle, the loss is brought to the steel structure curtain wall, the use safety is ensured due to the need of manual timing maintenance, and the high-rigidity steel structure curtain wall earthquake-resistant structure is required to be provided.
Disclosure of Invention
The utility model aims to provide a high-rigidity steel structure curtain wall earthquake-resistant structure so as to solve the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a high rigidity's steel construction curtain shock-resistant structure, includes the girder steel body, one side fixed mounting of girder steel body has the shock-resistant board, the screw thread groove has been seted up to the outside of shock-resistant board, the inside swing joint of screw thread groove has the threaded rod, the one end fixed mounting of threaded rod has the damper pawl, the damper groove has been seted up to the outside of damper pawl, the inside of damper groove is provided with the damping reset lever, the one end fixed mounting of damping reset lever has the sucking disc, the fixed draw-in groove has been seted up to one side surface of girder steel body, the inside swing joint of fixed draw-in groove has fixed fixture block, the one end fixed mounting of fixed fixture block has the recess board, the outside of recess board runs through there is fixing bolt, one side fixed mounting of recess board has the curtain layer board, the top of curtain layer board is provided with the curtain wall body.
Preferably, the damping claw is movably connected with the shock-resistant plate through a threaded rod, and the center line of the thread groove is matched with the center line of the threaded rod.
Preferably, the sucker forms a telescopic structure with the damping pawl through the damping reset rod, and the damping reset rods are distributed on the damping pawl at equal intervals.
Preferably, the fixed clamping block fixedly installed on one side of the groove plate is connected with the fixed clamping groove formed in one side surface of the steel beam body in a clamping manner, and the fixed clamping block is matched with the fixed clamping groove.
Preferably, the outside of curtain layer board is run through and is had fastening bolt, fastening bolt's one end swing joint has external strip, the sliding tray has been seted up to external strip's top surface, the inside swing joint of sliding tray has the sliding block, the one end fixed mounting of sliding block has outer cover.
Preferably, the outer shielding sleeve and the external strip form a sliding structure through a sliding block, and the outer dimension of the sliding block is matched with the inner dimension of the sliding groove.
Preferably, a positioning bolt penetrates through the front of the steel beam body, and one end of the positioning bolt is movably connected with a front plate cover.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the high-rigidity steel structure curtain wall earthquake-resistant structure, through the arrangement of the steel beam body, the earthquake-resistant plate, the thread groove, the threaded rod, the damping claw, the damping groove, the damping reset rod and the suckers, when the structure is installed on the steel structure curtain wall and acts on earthquake-resistant and damping work, firstly, the thread groove and the threaded rod are simple and convenient in integral structure, the damping claw is installed behind each curtain wall on the steel beam body, secondly, when the steel structure curtain wall receives vibration through external force, the suckers attached to the back of the curtain wall body transmit vibration of the current curtain wall to the four groups of suckers, the suckers receive vibration to drive the damping reset rod to shrink to buffer and damp the inside of the damping groove, and then, the vibration force is further dispersed by the plurality of curtain wall bodies through the four groups of damping grooves, the damping reset rod and the suckers when the structure is matched for use, finally, the residual vibration force cannot greatly influence the curtain wall body, so that the vibration-resistant and damping purposes are achieved, the curtain wall body is prevented from bearing the vibration force by the energy consumption of the steel structure curtain wall body, or the low-efficacy operation of bearing the vibration force through the stability when the curtain wall is installed is improved to a certain extent;
2. according to the high-rigidity steel structure curtain wall anti-seismic structure, through the arrangement of the external strips, the sliding grooves, the sliding blocks, the outer shielding sleeves, the positioning bolts and the front plate cover, when the structure is installed on the steel structure curtain wall to act on anti-seismic and shock-absorbing work, as the steel structure curtain wall is assembled, a plurality of welding surfaces and bolt holes are formed, in order to ensure that the welding surfaces and the bolt holes are not damaged by external factors, the external installed aesthetic property of the curtain wall body is ensured, the outer shielding sleeves and the front plate cover can be installed on the left, right, upper, lower sections of the steel beam body through the sliding grooves, the sliding blocks and the positioning bolts, so that the welding surfaces and the bolt holes at the bottom of the curtain wall body which are installed at present can be protected, and meanwhile, the installed aesthetic property of the device is enhanced;
3. this high rigid steel construction curtain shock-resistant structure, through fixed draw-in groove, fixed fixture block, the recess board, fixing bolt, curtain layer board and curtain wall body's setting, when this structural mounting acts on the shock-resistant shock attenuation during operation on the steel construction curtain, fixed draw-in groove and fixed fixture block easy operation cost are with low costs, not only make things convenient for the installation of normal curtain wall body to reduce the installation degree of difficulty of curtain wall body, also make things convenient for the maintenance personal to dismantle the change when breaking down simultaneously, the recess board is contradicted with the curtain body on the external strip cooperation front and back to the curtain layer board, improved the device to the stability of curtain body installation.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of the structure of the damper pawl of the present utility model;
FIG. 3 is a schematic diagram of the structure of a groove plate according to the present utility model;
FIG. 4 is a schematic view of the structure of the outer covering of the present utility model;
fig. 5 is a schematic structural view of the front panel cover of the present utility model.
In the figure: 1. a steel girder body; 2. an anti-vibration plate; 3. a thread groove; 4. a threaded rod; 5. damping claws; 6. a damping groove; 7. damping reset lever; 8. a suction cup; 9. a fixing slot; 10. fixing the clamping block; 11. a groove plate; 12. a fixing bolt; 13. curtain wall supporting plates; 14. curtain wall body; 15. a fastening bolt; 16. an external strip; 17. a sliding groove; 18. a sliding block; 19. an outer covering sleeve; 20. positioning bolts; 21. a front plate cover.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1, 2 and 3, the present utility model provides the following technical solutions: a high-rigidity steel structure curtain wall earthquake-resistant structure comprises a steel beam body 1, an earthquake-resistant plate 2 is fixedly arranged on one side of the steel beam body 1, a thread groove 3 is formed outside the earthquake-resistant plate 2, a threaded rod 4 is movably connected inside the thread groove 3, a damping claw 5 is fixedly arranged at one end of the threaded rod 4, the damping claw 5 is movably connected with the earthquake-resistant plate 2 through the threaded rod 4, the central line of the thread groove 3 is identical with the central line of the threaded rod 4, the whole structure of the thread groove 3 and the threaded rod 4 is simple and convenient, the damping claw 5 is arranged behind each curtain wall on the steel beam body 1, the outside of the damping claw 5 is provided with a damping groove 6, the inside of the damping groove 6 is provided with a damping reset rod 7, one end of the damping reset rod 7 is fixedly provided with a sucker 8, the sucker 8 and the damping claw 5 form a telescopic structure through the damping reset rod 7, the damping reset rods 7 are distributed on the damping claw 5 at equal intervals, the sucker 8 attached to the back of the curtain wall body 14 transmits the vibration of the current curtain wall body 14 to four groups of suckers 8, and the sucker 8 is subjected to vibration sense to drive the damping reset rod 7 to shrink so as to buffer and damp the inside of the damping groove 6;
referring to fig. 1, 3, 4 and 5, a fixing slot 9 is formed on one side surface of the steel beam body 1, a fixing clamping block 10 is movably connected in the fixing slot 9, a groove plate 11 is fixedly installed at one end of the fixing clamping block 10, the fixing clamping block 10 fixedly installed at one side of the groove plate 11 is in clamping connection with the fixing slot 9 formed on one side surface of the steel beam body 1, the fixing clamping block 10 is matched with the fixing slot 9, the fixing clamping slot 9 and the fixing clamping block 10 are easy to operate and low in manufacturing cost, installation difficulty of the curtain wall 14 is reduced conveniently due to installation of the normal curtain wall 14, meanwhile, maintenance personnel can conveniently detach and replace the curtain wall when faults occur, a fixing bolt 12 penetrates through the outer portion of the groove plate 11, a curtain wall supporting plate 13 is fixedly installed at one side of the groove plate 11, a curtain wall 14 is arranged above the curtain wall supporting plate 13, a fastening bolt 15 penetrates through the outer portion of the curtain wall supporting plate 13, the external strip 16 is movably connected with one end of the fastening bolt 15, the sliding groove 17 is arranged on the upper surface of the external strip 16, the sliding block 18 is movably connected inside the sliding groove 17, the external shielding sleeve 19 is fixedly arranged at one end of the sliding block 18, the groove plate 11 and the external strip 16 are matched to abut against the curtain wall 14 on the curtain wall supporting plate 13, the stability of the device for installing the curtain wall 14 is improved, the external shielding sleeve 19 and the external strip 16 form a sliding structure through the sliding block 18, the external size of the sliding block 18 is matched with the internal size of the sliding groove 17, the external shielding sleeve 19 is arranged on the left and right sections of the steel beam body 1 through the sliding groove 17, the sliding block 18 and the left and right sections of the steel beam body 1, the positioning bolt 20 penetrates through the front of the steel beam body 1, the front plate cover 21 is movably connected with one end of the positioning bolt 20, the external shielding sleeve 19 and the front plate cover 21, not only can the bottom welding surface and bolt holes of the curtain wall 14 which is installed currently be protected, but also the aesthetic property of the device after being installed is enhanced.
Working principle: when the high-rigidity steel structure curtain wall earthquake-resistant structure is used, firstly, the damping claw 5 is installed on the earthquake-resistant plate 2 of the steel beam body 1 through the thread groove 3 and the threaded rod 4, then, the groove plate 11 is installed on the transverse rod of the steel beam body 1 through the fixing clamping groove 9 and the fixing clamping block 10, the position of the current groove plate 11 is fixed by twisting the fixing bolts 12, then, the curtain wall 14 is taken out to be placed on the curtain wall supporting plate 13 on the groove plate 11, and then, the external strip 16 is installed on the outside through the fastening bolts 15, so that the groove plate 11 and the external strip 16 are matched with one another to collide the curtain wall 14 on the curtain wall supporting plate 13, the installation stability of the device for the curtain wall 14 is improved, after the installation of the curtain wall 14 is finished, the outer shielding sleeve 19 and the front shielding plate 21 are installed on the left, right, upper and lower sections of the steel beam body 1 through the sliding groove 17, the sliding blocks 18 and the positioning bolts 20, therefore, the bottom welding surface and bolt holes of the curtain wall 14 which is installed currently can be protected, the aesthetic property of the device after installation is enhanced, the steel structure curtain wall can be normally used after the device is completely installed, when the steel structure curtain wall receives vibration of the curtain wall 14 caused by external factors, the external vibration force is firstly dispersed by a plurality of curtain walls 14, then the suckers 8 attached to the back of the curtain wall 14 transmit the vibration of the current curtain wall 14 to four groups of suckers 8, the suckers 8 are driven by the vibration sense to drive the damping reset rod 7 to shrink to buffer and damp the vibration force in the damping groove 6, finally the residual vibration force cannot greatly influence the curtain wall 14, the purpose of vibration resistance and damping is completed, and finally, after the vibration resistance and damping work of the steel structure curtain wall with high rigidity is completed according to the operation, the device is periodically checked to maintain the curtain wall 14, thus, the use process of the high-rigidity steel structure curtain wall earthquake-resistant structure is completed.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a steel construction curtain earthquake-resistant structure of high rigidity, includes girder steel body (1), its characterized in that: one side fixed mounting of the girder steel body (1) has shock-resistant board (2), screw thread groove (3) have been seted up to the outside of shock-resistant board (2), the inside swing joint of screw thread groove (3) has threaded rod (4), the one end fixed mounting of threaded rod (4) has damper pawl (5), damper slot (6) have been seted up to the outside of damper pawl (5), the inside of damper slot (6) is provided with damping reset rod (7), the one end fixed mounting of damping reset rod (7) has sucking disc (8), fixed draw-in groove (9) have been seted up on one side surface of the girder steel body (1), the inside swing joint of fixed draw-in groove (9) has fixed fixture block (10), the one end fixed mounting of fixed fixture block (10) has recess board (11), the outside of recess board (11) is run through and is had fixing bolt (12), one side fixed mounting of recess board (11) has curtain layer board (13), the top of curtain layer board (13) is provided with curtain body (14).
2. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 1, wherein the damping claw (5) is movably connected with the earthquake-resistant plate (2) through a threaded rod (4), and the center line of the thread groove (3) is matched with the center line of the threaded rod (4).
3. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 1, wherein the sucker (8) and the damping claw (5) form a telescopic structure through the damping reset rod (7), and the damping reset rods (7) are distributed on the damping claw (5) at equal intervals.
4. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 1, wherein a fixing clamping block (10) fixedly installed on one side of the groove plate (11) is in clamping connection with a fixing clamping groove (9) formed in one side surface of the steel beam body (1), and the fixing clamping block (10) is matched with the fixing clamping groove (9).
5. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 1, wherein a fastening bolt (15) penetrates through the outer portion of the curtain wall supporting plate (13), one end of the fastening bolt (15) is movably connected with an external strip (16), a sliding groove (17) is formed in the upper surface of the external strip (16), a sliding block (18) is movably connected in the sliding groove (17), and an outer shielding sleeve (19) is fixedly arranged at one end of the sliding block (18).
6. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 5, wherein the outer shielding sleeve (19) and the external strip (16) form a sliding structure through a sliding block (18), and the external dimension of the sliding block (18) is matched with the internal dimension of the sliding groove (17).
7. The high-rigidity steel structure curtain wall earthquake-resistant structure according to claim 1, wherein a positioning bolt (20) penetrates through the front of the steel beam body (1), and one end of the positioning bolt (20) is movably connected with a front plate cover (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322144519.4U CN220644773U (en) | 2023-08-10 | 2023-08-10 | High-rigidity steel structure curtain wall earthquake-resistant structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322144519.4U CN220644773U (en) | 2023-08-10 | 2023-08-10 | High-rigidity steel structure curtain wall earthquake-resistant structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220644773U true CN220644773U (en) | 2024-03-22 |
Family
ID=90293308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322144519.4U Active CN220644773U (en) | 2023-08-10 | 2023-08-10 | High-rigidity steel structure curtain wall earthquake-resistant structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220644773U (en) |
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2023
- 2023-08-10 CN CN202322144519.4U patent/CN220644773U/en active Active
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