CN215168347U - Steel construction building reinforced structure - Google Patents
Steel construction building reinforced structure Download PDFInfo
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- CN215168347U CN215168347U CN202121436834.9U CN202121436834U CN215168347U CN 215168347 U CN215168347 U CN 215168347U CN 202121436834 U CN202121436834 U CN 202121436834U CN 215168347 U CN215168347 U CN 215168347U
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- pressure spring
- damping
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 111
- 239000010959 steel Substances 0.000 title claims abstract description 111
- 238000010276 construction Methods 0.000 title claims description 11
- 238000013016 damping Methods 0.000 claims abstract description 33
- 238000001125 extrusion Methods 0.000 claims abstract description 15
- 230000035939 shock Effects 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 230000002146 bilateral effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 14
- 230000006378 damage Effects 0.000 abstract description 10
- 208000027418 Wounds and injury Diseases 0.000 abstract description 5
- 238000010521 absorption reaction Methods 0.000 abstract description 5
- 208000014674 injury Diseases 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of steel structures, in particular to a steel structure building reinforced structure, which comprises a whole structure, a steel plate, a supporting plate and a damping plate, wherein the top end of the whole structure is fixedly connected with the steel plate, the bottom end of the steel plate is fixedly connected with the supporting plate, the left side of the supporting plate is fixedly connected with the damping plate, the top end of the damping plate is fixedly connected with a connecting column, the middle of the top end of the damping plate is fixedly connected with a movable cavity, the middle of the movable cavity is movably connected with a pressure spring, the pressure spring is used for recovering the structure, the damping effect of the existing steel structure is not obvious, the structure is easy to damage the structure when vibration occurs, potential safety hazard occurs, so the structure is provided with the pressure spring, the pressure spring can generate resilience force after being acted by the force, and the pressure spring can rebound the steel plate to the original position, and can offset the injury received when vibration by extrusion, the shock absorption plate under the movable cavity can reduce energy generated in collision, so that the shock absorption capacity of the steel structure is greatly improved.
Description
Technical Field
The utility model belongs to the technical field of the steel construction, specifically be a steel construction building reinforced structure.
Background
The steel structure building is a novel building system, breaks through the industrial boundary lines among the house area industry, the building industry and the metallurgical industry, and is integrated into a new industrial system, namely the steel structure building system which is generally seen by people in the industry.
At present, steel construction building need bear a large amount of loads when using, and the load is applyed the effort and then is transmitted to the cylinder on the roof beam body, leads to the roof beam body pressurized deformation easily when the load acts on the roof beam body, so current steel construction building's stability is not enough, and the shock attenuation effect of current steel construction is also not obvious in addition, and the structure damages the structure easily when vibrations appear to the steel construction so that the potential safety hazard easily appears when using.
Therefore, how to design a steel structure building reinforcing structure becomes a problem which needs to be solved currently.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: in order to solve the problems of insufficient stability and unobvious damping effect, a steel structure building reinforcing structure is provided.
In order to achieve the above object, the utility model provides a following technical scheme:
a steel structure building reinforcing structure comprises a structural whole, a steel plate, a supporting plate and a damping plate, wherein the top end of the structural whole is fixedly connected with the steel plate, the bottom end of the steel plate is fixedly connected with the supporting plate, the left side of the supporting plate is fixedly connected with the damping plate, the top end of the damping plate is fixedly connected with a connecting column, the left side of the steel plate is fixedly connected with a semicircular ring, the right side of the supporting plate is fixedly connected with a connecting frame, the middle of the connecting frame is fixedly connected with a supporting rod, the top of the connecting frame is movably connected with a threaded rod, the top of the threaded rod is movably connected with a threaded ring, the middle of the top end of the damping plate is fixedly connected with a movable cavity, the middle of the movable cavity is movably connected with a pressure spring, the top end of the pressure spring is fixedly connected with a connecting plate, the top end of the connecting plate is fixedly connected with an extrusion rod, and the middle of the left side of the supporting plate is fixedly connected with a transverse plate, the top fixedly connected with reinforcing frame of steel board, the top fixedly connected with of looks post connects gluey.
Preferably, the bottom end of the semicircular ring is fixedly connected with two steel ropes which are distributed symmetrically left and right.
Preferably, the steel plate is totally provided with two, and the longitudinal symmetry distributes, the frame that meets passes through the threaded rod with the steel plate and is connected.
Preferably, the damping plates and the extrusion rods are provided with two compression springs, and the two damping plates are distributed in an up-and-down symmetrical mode.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in, reinforced structure when consolidating for the steel board, only need pass the threaded rod and meet frame and steel board then reuse screw ring fixed mutually, like this the steel board is when bearing a large amount of loads, the frame that meets on backup pad both sides can bear more weight, because the centre that meets the frame mutually still is equipped with the bracing piece, can let the frame that meets more firm, can let the even atress of frame that meets when bearing a large amount of loads like this, avoided the not enough problem of stability.
2. The utility model discloses in, damper, when the device shakes, the energy that the vibrations produced can make the steel board vibrations, the pressure spring can be extruded to the stripper rod of the bottom of steel board when vibrations, the pressure spring can produce the resilience force after receiving the effect of power, then the pressure spring can rebound the steel board to original position, the injury received when can offset vibrations through the extrusion, produced energy when the shock attenuation board under the activity chamber can reduce the collision, great improvement the shock-absorbing capacity of steel construction, the obscure problem of shock attenuation effect has been avoided.
Drawings
Fig. 1 is a schematic diagram of the overall cross-sectional structure of the present invention.
Fig. 2 is a schematic diagram of the structure of the supporting plate of the present invention.
Fig. 3 is the schematic diagram of the damping plate structure of the present invention.
Fig. 4 is a schematic diagram of the structure of the connection rope of the present invention.
In the figure: 1. the structure is integral; 2. making a steel plate; 3. a reinforcing frame; 4. a support plate; 5. a transverse plate; 6. a damper plate; 7. connecting columns; 8. connecting glue; 9. a semicircular ring; 10. a steel cord; 401. a connection frame; 402. a support bar; 403. a threaded rod; 404. a threaded ring; 601. a movable cavity; 602. a pressure spring; 603. a connecting plate; 604. the rod is squeezed.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated, whereby features defined as "first", "second" may explicitly or implicitly include one or more such features, in the description of the invention "plurality" means two or more unless explicitly and specifically defined otherwise.
In a first embodiment, please refer to fig. 1-4, the present invention provides a technical solution: a steel structure building reinforced structure comprises a structure whole 1, a steel plate 2, a support plate 4 and a damping plate 6, wherein the top end of the structure whole 1 is fixedly connected with the steel plate 2, the bottom end of the steel plate 2 is fixedly connected with the support plate 4, the left side of the support plate 4 is fixedly connected with the damping plate 6, the top end of the damping plate 6 is fixedly connected with a connection column 7, the left side of the steel plate 2 is fixedly connected with a semicircular ring 9, the right side of the support plate 4 is fixedly connected with a connection frame 401, the middle of the connection frame 401 is fixedly connected with a support rod 402, the top of the connection frame 401 is movably connected with a threaded rod 403, the top of the threaded rod 403 is movably connected with a threaded ring 404, the middle of the top end of the damping plate 6 is fixedly connected with a movable cavity 601, the middle of the movable cavity 601 is movably connected with a pressure spring 602, the top end of the pressure spring 602 is fixedly connected with a connecting plate 603, and the top end of the connecting plate 603 is fixedly connected with an extrusion rod 604, fixedly connected with diaphragm 5 in the middle of the left side of backup pad 4, the top fixedly connected with of steel board 2 strengthens frame 3, and the top fixedly connected with of looks post 7 is connected gluey 8.
Preferably, the bottom fixedly connected with steel cable 10 of semicircle ring 9, steel cable 10 is equipped with two altogether, and bilateral symmetry distributes, steel cable 10's effect is used for connecting both sides steel plate 2, in the time of steel plate 2 fracture from top to bottom, the people that probably pound the bottom down when dropping of steel plate 2 that drops leads to the injury, so establish and all be equipped with steel cable 10 in both sides, in the time of the steel plate 2 fracture that has one side, steel cable 10 opposite side's steel plate 2 can come the restriction to drop through steel cable 10, prop maintainer and maintain, can directly drop the problem down when having avoided the fracture.
Preferably, two steel plates 2 are arranged and are distributed symmetrically up and down, the connecting frame 401 is connected with the steel plates 2 through a threaded rod 403, the steel plates 2 and the supporting plate 4, the connecting frame 401, the supporting rod 402, the threaded rod 403 and the threaded ring 404 form a reinforcing structure, the supporting plate 4 is used for connecting the connecting frame 401, the connecting frame 401 is used for fixing the steel plates 2, the supporting rod 402 is used for increasing the strength of the connecting frame 401, the threaded rod 403 is used for connecting the connecting frame 401 and the steel plates 2, the threaded ring 404 is used for fixing the threaded rod, the existing steel structure building needs to bear a large amount of load when in use, the load is applied to the steel plates 2 and then transmitted to a column body, the steel plates 2 are easily deformed under compression when the load is applied to the beam body, the connecting frame 401 is arranged, when the two steel plates 2 are reinforced, only need pass looks frame 401 and steel board 2 with threaded rod 403 and then reuse threaded ring 404 is fixed, like this steel board 2 when bearing a large amount of loads, the frame 401 that meets on backup pad 4 both sides can bear more weight, because the centre that meets frame 401 still is equipped with bracing piece 402 mutually, can let frame 401 that meets more firm, can let the even dynamics that receives of frame 401 that meets when bearing a large amount of loads like this, avoided the not enough problem of stability.
Preferably, the damping plates 6 and the extrusion rods 604 are provided with two damping plates 6 which are distributed symmetrically up and down, the damping mechanism is composed of the damping plates 6, the movable cavity 601, the pressure spring 602, the connecting plate 603 and the extrusion rods 604, the two damping plates 6 are used for damping, the movable cavity 601 is used for placing the pressure spring 602, the pressure spring 602 is used for recovering the structure, the connecting plate 603 is used for extruding the pressure spring 602, the extrusion rods 604 are used for connecting the steel plates 2, the damping effect of the existing steel structure is not obvious, the structure is easy to damage when the device vibrates, the potential safety hazard occurs, the pressure spring 602 is provided, when the device vibrates, the energy generated by the vibration can enable the steel plates 2 to vibrate, the extrusion rods 604 at the bottom ends of the steel plates 2 can extrude the pressure spring 602 when the device vibrates, the pressure spring 602 can generate resilience after the pressure is applied to the pressure spring 602, then pressure spring 602 can rebound steel plate 2 to original position, through the injury received when the extrusion can offset vibrations, produced energy when the below shock attenuation board 6 of activity chamber 601 can reduce the collision, great improvement the shock-absorbing capacity of steel construction, avoided the obscure problem of shock attenuation effect.
The working principle is as follows:
firstly, steel cable 10's effect is used for connecting both sides steel plate 2, at upper and lower steel plate 2 fracture time, the steel plate 2 that drops may pound the people that falls on the ground when dropping and lead to the injury, so establish both sides and all be equipped with steel cable 10, when having the steel plate 2 fracture of one side, steel plate 2 of steel cable 10 opposite side can restrict through steel cable 10 and drop, prop maintainer and maintain, can directly drop the problem down when having avoided the fracture.
Then, the supporting plate 4 is used for connecting the connecting frames 401, the connecting frames 401 are used for fixing the steel plates 2, the supporting rods 402 are used for increasing the strength of the connecting frames 401, the threaded rods 403 are used for connecting the connecting frames 401 and the steel plates 2, the threaded rings 404 are used for fixing the threaded rods 403, the existing steel structure building needs to bear a large amount of load when in use, the load applies acting force on the steel plates 2 and then is transmitted to a column body, the steel plates 2 are easily pressed and deformed when the load acts on a beam body, the connecting frames 401 are arranged, when two steel plates 2 are reinforced, the threaded rods 403 only need to penetrate through the connecting frames 401 and the steel plates 2 and then are fixed by the threaded rings 404, so that when the steel plates 2 bear a large amount of load, the connecting frames 401 at two sides of the supporting plate 4 can bear a large amount of weight, because the centre of meeting frame 401 still is equipped with bracing piece 402, can let frame 401 of meeting more firm, can let the even dynamics that receives of frame 401 of meeting when bearing a large amount of loads like this, avoided the not enough problem of stability degree.
Finally, the two damping plates 6 are used for damping, the movable cavity 601 is used for placing a pressure spring 602, the pressure spring 602 is used for restoring the structure, the connecting plate 603 is used for extruding the pressure spring 602, the extrusion rod 604 is used for connecting the steel plate 2, the damping effect of the existing steel structure is not obvious, the structure is easy to damage when the structure vibrates, and potential safety hazards occur, so the pressure spring 602 is arranged, when the device vibrates, the energy generated by the vibration can enable the steel plate 2 to vibrate, the extrusion rod 604 at the bottom end of the steel plate 2 can extrude the pressure spring 602 when vibrating, the pressure spring 602 can generate resilience force after being acted by force, then the pressure spring 602 can rebound the steel plate 2 to the original position, the damage received when vibrating can be offset through extrusion, and the damping plate 6 below the movable cavity 601 can reduce the energy generated when colliding, the shock absorption capacity of the steel structure is greatly improved, the problem of unobvious shock absorption effect is avoided, and the problem of unobvious shock absorption effect is avoided.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a steel construction building reinforced structure, includes that the structure is whole (1), steel board (2), backup pad (4) and shock attenuation board (6), its characterized in that: the structure is characterized in that a steel plate (2) is fixedly connected to the top end of the whole structure (1), a supporting plate (4) is fixedly connected to the bottom end of the steel plate (2), a damping plate (6) is fixedly connected to the left side of the supporting plate (4), a connection column (7) is fixedly connected to the top end of the damping plate (6), a semicircular ring (9) is fixedly connected to the left side of the steel plate (2), a connection frame (401) is fixedly connected to the right side of the supporting plate (4), a supporting rod (402) is fixedly connected to the middle of the connection frame (401), a threaded rod (403) is movably connected to the top of the connection frame (401), a threaded ring (404) is movably connected to the top of the threaded rod (403), a movable cavity (601) is fixedly connected to the middle of the top end of the damping plate (6), a pressure spring (602) is movably connected to the middle of the movable cavity (601), and a connecting plate (603) is fixedly connected to the top end of the pressure spring (602), the top end of the connecting plate (603) is fixedly connected with an extrusion rod (604).
2. The steel structure building reinforcing structure according to claim 1, wherein: fixedly connected with diaphragm (5) in the middle of the left side of backup pad (4), the top fixedly connected with of steel board (2) strengthens frame (3), the top fixedly connected with of looks splicing column (7) connects gluey (8).
3. The steel structure building reinforcing structure according to claim 1, wherein: the bottom end of the semicircular ring (9) is fixedly connected with two steel ropes (10), and the two steel ropes (10) are distributed in a bilateral symmetry mode.
4. The steel structure building reinforcing structure according to claim 1, wherein: the two steel plates (2) are arranged and are distributed in an up-and-down symmetrical mode.
5. The steel structure building reinforcing structure according to claim 1, wherein: the connection frame (401) is connected with the steel plate (2) through a threaded rod (403).
6. The steel structure building reinforcing structure according to claim 1, wherein: the damping plate (6) and the extrusion rod (604) are connected through a compression spring (602).
7. The steel structure building reinforcing structure according to claim 1, wherein: the two damping plates (6) are arranged and are distributed in an up-and-down symmetrical mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121436834.9U CN215168347U (en) | 2021-06-25 | 2021-06-25 | Steel construction building reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121436834.9U CN215168347U (en) | 2021-06-25 | 2021-06-25 | Steel construction building reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215168347U true CN215168347U (en) | 2021-12-14 |
Family
ID=79383379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121436834.9U Active CN215168347U (en) | 2021-06-25 | 2021-06-25 | Steel construction building reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215168347U (en) |
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2021
- 2021-06-25 CN CN202121436834.9U patent/CN215168347U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240111 Address after: No. 15, Renmin West Road, Zhangdian District, Zibo City, Shandong Province, 255025 Patentee after: Zibo architectural design and Research Institute Co.,Ltd. Address before: 255037 No. 15, Renmin West Road, Zhangdian District, Zibo City, Shandong Province Patentee before: Li Pengfei |