CN215563321U - Super-huge antidetonation steel structure skeleton - Google Patents
Super-huge antidetonation steel structure skeleton Download PDFInfo
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- CN215563321U CN215563321U CN202122008360.4U CN202122008360U CN215563321U CN 215563321 U CN215563321 U CN 215563321U CN 202122008360 U CN202122008360 U CN 202122008360U CN 215563321 U CN215563321 U CN 215563321U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 230000007246 mechanism Effects 0.000 claims abstract description 36
- 238000013016 damping Methods 0.000 claims abstract description 32
- 230000000694 effects Effects 0.000 claims abstract description 10
- 230000035939 shock Effects 0.000 claims abstract description 10
- 238000010521 absorption reaction Methods 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 15
- 230000008030 elimination Effects 0.000 description 4
- 238000003379 elimination reaction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an extra-large anti-seismic steel structure framework, which comprises a base, stand columns, cross beams, a transverse damping mechanism and a longitudinal damping mechanism, wherein the base is provided with a plurality of vertical columns; the upright post is arranged on the base; the upright post is movably connected with the base; the cross beam is fixedly connected to the upright post; a transverse damping mechanism is arranged between the upright columns; one end of the longitudinal damping mechanism is fixedly connected with the cross beam, and the other end of the longitudinal damping mechanism is movably connected with the upright post; the base comprises a connecting seat, a mounting groove I, a spring column, a limiting hole, a mounting hole, a spring rod, a limiting rod, a fixing plate, a mounting groove II, a movable groove and a connecting plate; the connecting seat is provided with a mounting groove I; a spring column is fixedly connected in the mounting groove I; the number of the spring columns is four, and the spring columns are matched and movably connected with the movable holes with the same number; the connecting seat is provided with a mounting hole. The utility model can perform good shock absorption effect on the whole steel structure, effectively protect the joint of the steel structure and the base from being damaged, and effectively prevent the joint of the steel beam from being deformed due to vibration.
Description
Technical Field
The utility model belongs to the technical field of steel structures, and particularly relates to an extra-large anti-seismic steel structure framework.
Background
Because the excellent characteristic of steel construction, characteristics such as installation of being convenient for, the usage of steel construction is very extensive, and there is following problem in the steel construction in the building use:
1) the steel structure base often only plays a role in fixing, the buffering effect on the vibration on the whole steel structure is not ideal, and the joint can be damaged when the whole steel structure is vibrated;
2) after the steel beams are connected with each other, a rigid whole is formed between the steel structures, and when the steel structures are subjected to external force, the steel structures are possibly deformed and damaged.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art, and provides an extra-large anti-seismic steel structure framework, which can perform a good shock absorption effect on the whole steel structure, effectively protect the joint of the steel structure and a base from being damaged, and effectively prevent the joint of a steel beam from being deformed due to vibration.
In order to achieve the purpose, the utility model adopts the technical scheme that:
an oversize anti-seismic steel structure framework comprises a base, stand columns, cross beams, a transverse damping mechanism and a longitudinal damping mechanism; the upright post is arranged on the base; the upright post is movably connected with the base; the cross beam is fixedly connected to the upright post; a transverse damping mechanism is arranged between the upright columns; one end of the longitudinal damping mechanism is fixedly connected with the cross beam, and the other end of the longitudinal damping mechanism is movably connected with the upright post; the base plays the cushioning effect to the steel construction is whole, and the protection stand can not appear damaged in the junction when receiving vibrations, is connected between horizontal damper and the vertical damper protection crossbeam and the stand and does not appear deformation.
The base comprises a connecting seat, a mounting groove I, a spring column, a limiting hole, a mounting hole, a spring rod, a limiting rod, a fixing plate, a mounting groove II, a movable groove and a connecting plate; the connecting seat is provided with a mounting groove I; a spring column is fixedly connected in the mounting groove I; the number of the spring columns is four, and the spring columns are matched and movably connected with the movable holes with the same number; the connecting seat is provided with a mounting hole; a limiting hole is formed above the mounting hole, and the limiting hole is communicated with the mounting hole; a spring rod is arranged in the mounting hole; a limiting rod is arranged in the limiting hole; the limiting rod is movably connected with the spring rod in a matched manner; fixing plates are arranged on two sides of the mounting groove I; the fixing plate is provided with a mounting groove II; a connecting plate is arranged in the mounting groove II; one end of the connecting plate is provided with a movable groove; the connecting plate is fixedly connected to the upright post; the column mouting is in mounting groove I of connecting seat, and back connecting spring pole and gag lever post and connecting plate are fixed with the stand, and when the steel construction wholly received vibrations, the base carries out the shock attenuation through spring post and spring rod to the steel construction, avoids producing the damage between stand and base.
The upright post comprises a movable hole, a mounting groove III, a mounting groove IV, a mounting groove V and a beam sleeve; the bottom of the upright post is provided with four movable holes; the movable hole is matched and movably connected with the spring column on the base; the top end of the upright post is provided with a beam sleeve; one side of the upright post is provided with a mounting groove III; a mounting groove V is formed in one side of the mounting groove III; one side of the mounting groove V is provided with a mounting groove IV; the mounting groove on the upright post is convenient for subsequent mounting of the damping mechanism and the cross beam; in stand bottom inserted mounting groove I, the activity hole cooperation spring post installation.
The transverse damping mechanism comprises an adjusting beam I, an adjusting beam II, a sliding groove, a stroke groove, a spring I, a sliding block, a limiting block, a connecting rod and a telescopic rod; one end of the adjusting beam I is fixedly connected in the mounting groove V of the upright post, the other end of the adjusting beam I is fixedly connected with a telescopic rod, and two transverse damping mechanisms are arranged in each group; the other end of the telescopic rod is fixedly connected with an adjusting beam II; a sliding groove is formed in the adjusting beam II; a stroke groove is arranged on the side wall of the sliding groove; a sliding block is arranged in the sliding groove; a limiting block is arranged on the sliding block; the limiting block is movably connected with the stroke groove in a matched manner; one end of the spring I is fixedly connected to the sliding groove, and the other end of the spring I is fixedly connected to the sliding block; one end of the connecting rod is rotatably connected in the mounting groove III of the upright post, and the other end of the connecting rod is rotatably connected on the sliding block; receive vibrations between the steel construction, connecting rod and telescopic link are adjusted the vibrations that receive, through the position of connecting rod and telescopic link and the change of length, play good elimination effect to vibrations to can not produce deformation between the messenger's girder steel.
The longitudinal damping mechanism comprises a supporting plate, a spring II and a spring III; the supporting plate is arranged in an installation groove IV of the upright post; springs III are arranged on the upper side and the lower side of the supporting plate; one end of the spring III is fixedly connected with the mounting groove IV on the upright post, and the other end of the spring III is fixedly connected with the supporting plate; one end of the spring II is fixedly connected to the cross beam, and the other end of the spring II is fixedly connected to the supporting plate; through the cooperation of spring II and spring III, the vibrations that receive between the steel construction roof beam are eliminated.
Compared with the prior art, the utility model has the beneficial effects that:
1) the base comprises a spring column, a spring rod, a limiting rod and a connecting plate; the upright post is arranged in the mounting groove I of the connecting seat, the spring rod, the limiting rod and the connecting plate are connected with the upright post, the upright post is fixed, and when the steel structure is wholly vibrated, the base absorbs shock to the steel structure through the spring rod and the spring rod, so that damage between the upright post and the base is avoided;
2) the upright post comprises a movable hole, a mounting groove III, a mounting groove IV, a mounting groove V and a beam sleeve; the mounting groove on the upright post is convenient for subsequent mounting of the damping mechanism and the cross beam;
3) the transverse damping mechanism comprises an adjusting beam II, a sliding groove, a stroke groove, a spring I, a sliding block, a connecting rod and a telescopic rod; receive vibrations between the steel construction, connecting rod and telescopic link are adjusted the vibrations that receive, through the position of connecting rod and telescopic link and the change of length, play good elimination effect to vibrations to can not produce deformation between the messenger's girder steel.
Drawings
FIG. 1 is a schematic structural diagram of a framework of an extra-large anti-seismic steel structure;
FIG. 2 is a schematic view of a base structure in the super-huge type anti-seismic steel structure framework of the utility model;
FIG. 3 is a schematic structural diagram of a transverse damping mechanism in an extra-large anti-seismic steel structure framework;
FIG. 4 is a schematic structural view of a connecting beam II in a transverse damping mechanism in the super-huge type anti-seismic steel structure framework;
FIG. 5 is a schematic structural view of a middle upright post of the super-huge type anti-seismic steel structure framework;
in the figure: 1. a base; 101. a connecting seat; 102. a mounting groove I; 103. a spring post; 104. a limiting hole; 105. mounting holes; 106. a spring lever; 107. a limiting rod; 108. a fixing plate; 109. a mounting groove II; 110. a movable groove; 111. a connecting plate; 2. a column; 201. a movable hole; 202. mounting a groove III; 203. a mounting groove IV; 204. mounting a groove V; 205. beam sheathing; 3. a cross beam; 4. a lateral shock absorbing mechanism; 401. adjusting a beam I; 402. adjusting a beam II; 403. a sliding groove; 404. a stroke slot; 405. a spring I; 406. a slider; 407. a limiting block; 408. a connecting rod; 409. a telescopic rod; 5. a longitudinal damping mechanism; 501. a support plate; 502. a spring II; 503. and a spring III.
Detailed Description
For the convenience of understanding of those skilled in the art, the technical solution of the present invention will be further described in detail with reference to fig. 1 to 5.
An oversize anti-seismic steel structure framework comprises a base 1, stand columns 2, cross beams 3, a transverse damping mechanism 4 and a longitudinal damping mechanism 5; the upright post 2 is arranged on the base 1; the upright post 2 is movably connected with the base 1; the cross beam 3 is fixedly connected to the upright post 2; a transverse damping mechanism 4 is arranged between the upright posts 2; one end of the longitudinal damping mechanism 5 is fixedly connected with the cross beam 3, and the other end is movably connected with the upright post 2; the base 1 plays the cushioning effect to the steel construction is whole, and the protection stand 2 can not appear damaged in the junction when receiving vibrations, and deformation does not appear in connecting between horizontal damper 4 and the vertical damper 5 protection crossbeam 3 and the stand 2.
The base 1 comprises a connecting seat 101, a mounting groove I102, a spring column 103, a limiting hole 104, a mounting hole 105, a spring rod 106, a limiting rod 107, a fixing plate 108, a mounting groove II 109, a movable groove 110 and a connecting plate 111; the connecting seat 101 is provided with a mounting groove I102; a spring column 103 is fixedly connected in the mounting groove I102; the number of the spring columns 103 is four, and the spring columns are matched and movably connected with the movable holes 201 with the same number; the connecting seat 101 is provided with a mounting hole 105; a limiting hole 104 is formed above the mounting hole 105, and the limiting hole 104 is communicated with the mounting hole 105; a spring rod 106 is arranged in the mounting hole 105; a limiting rod 107 is arranged in the limiting hole 104; the limiting rod 107 is movably connected with the spring rod 106 in a matched manner; fixing plates 108 are arranged on two sides of the mounting groove I102; the fixing plate 108 is provided with a mounting groove II 109; a connecting plate 111 is arranged in the mounting groove II 109; one end of the connecting plate 111 is provided with a movable groove 110; the connecting plate 111 is fixedly connected to the upright post 2; the stand 2 is installed in mounting groove I102 of connecting seat 101, and back connecting spring pole 106 and gag lever post 107 and connecting plate 111 are fixed with stand 2, and when the steel construction wholly received vibrations, base 1 carries out the shock attenuation through spring post 103 and spring pole 106 to the steel construction, avoids producing the damage between stand 2 and base 1.
The upright post 2 comprises a movable hole 201, a mounting groove III 202, a mounting groove IV 203, a mounting groove V204 and a beam sleeve 205; the bottom of the upright post 2 is provided with movable holes 201, and the number of the movable holes is four; the movable hole 201 is matched and movably connected with the spring post 103 on the base 1; the top end of the upright post 2 is provided with a beam sleeve 205; one side of the upright post 2 is provided with a mounting groove III 202; a mounting groove V204 is formed in one side of the mounting groove III 202; one side of the mounting groove V204 is provided with a mounting groove IV 203; the installation groove on the upright post 2 is convenient for subsequent installation of the damping mechanism and the cross beam 3; the bottom of the upright post 2 is inserted into the mounting groove I102, and the movable hole 201 is matched with the spring post 103 for mounting.
The transverse shock absorption mechanism 4 comprises an adjusting beam I401, an adjusting beam II 402, a sliding groove 403, a stroke groove 404, a spring I405, a sliding block 406, a limiting block 407, a connecting rod 408 and a telescopic rod 409; one end of the adjusting beam I401 is fixedly connected in the mounting groove V204 of the upright post 2, the other end of the adjusting beam I is fixedly connected with the telescopic rod 409, and two transverse damping mechanisms 4 are arranged in each group; the other end of the telescopic rod 409 is fixedly connected with an adjusting beam II 402; a sliding groove 403 is formed in the adjusting beam II 402; a stroke groove 404 is arranged on the side wall of the sliding groove 403; a sliding block 406 is arranged in the sliding groove 403; a limiting block 407 is arranged on the sliding block 406; the limiting block 407 is movably connected with the stroke groove 404 in a matching manner; one end of the spring I405 is fixedly connected to the sliding groove 403, and the other end of the spring I is fixedly connected to the sliding block 406; one end of the connecting rod 408 is rotatably connected in the mounting groove III 202 of the upright post 2, and the other end of the connecting rod is rotatably connected on the sliding block 406; receive vibrations between the steel construction, connecting rod 408 and telescopic link 409 are adjusted the vibrations that receive, through the change of the position and the length of connecting rod 408 and telescopic link 409, play good elimination effect to vibrations to can not produce deformation between the messenger's girder steel.
The longitudinal damping mechanism 5 comprises a supporting plate 501, a spring II 502 and a spring III 503; the supporting plate 501 is arranged in the mounting groove IV 203 of the upright post 2; springs III 503 are arranged on the upper side and the lower side of the supporting plate 501; one end of the spring III 503 is fixedly connected with the mounting groove IV 203 on the upright post 2, and the other end of the spring III is fixedly connected with the supporting plate 501; one end of the spring II 502 is fixedly connected to the cross beam 3, and the other end of the spring II is fixedly connected to the supporting plate 501; through the cooperation of spring II 502 and spring III 503, eliminate the vibrations that receive between the steel construction roof beam.
The utility model provides an oversize antidetonation steel structure skeleton, theory of operation as follows: the upright post is arranged in the mounting groove I of the connecting seat, the spring rod, the limiting rod and the connecting plate are connected with the upright post, the upright post is fixed, and when the steel structure is wholly vibrated, the base absorbs shock to the steel structure through the spring rod and the spring rod, so that damage between the upright post and the base is avoided; receive vibrations between the steel construction, connecting rod and telescopic link are adjusted the vibrations that receive, through the position of connecting rod and telescopic link and the change of length, play good elimination effect to vibrations to can not produce deformation between the messenger's girder steel.
The foregoing is merely exemplary and illustrative of the present invention, and various modifications, additions and substitutions may be made by those skilled in the art to the specific embodiments described without departing from the scope of the utility model as defined in the accompanying claims.
Claims (4)
1. An oversize anti-seismic steel structure framework comprises a base, stand columns, cross beams, a transverse damping mechanism and a longitudinal damping mechanism; it is characterized in that the upright post is arranged on the base; the upright post is movably connected with the base; the cross beam is fixedly connected to the upright post; a transverse damping mechanism is arranged between the upright columns; one end of the longitudinal damping mechanism is fixedly connected with the cross beam, and the other end of the longitudinal damping mechanism is movably connected with the upright post; the base comprises a connecting seat, a mounting groove I, a spring column, a limiting hole, a mounting hole, a spring rod, a limiting rod, a fixing plate, a mounting groove II, a movable groove and a connecting plate; the connecting seat is provided with a mounting groove I; a spring column is fixedly connected in the mounting groove I; the number of the spring columns is four, and the spring columns are matched and movably connected with the movable holes with the same number; the connecting seat is provided with a mounting hole; a limiting hole is formed above the mounting hole, and the limiting hole is communicated with the mounting hole; a spring rod is arranged in the mounting hole; a limiting rod is arranged in the limiting hole; the limiting rod is movably connected with the spring rod in a matched manner; fixing plates are arranged on two sides of the mounting groove I; the fixing plate is provided with a mounting groove II; a connecting plate is arranged in the mounting groove II; one end of the connecting plate is provided with a movable groove; the connecting plate is fixedly connected to the upright post.
2. The super-huge anti-seismic steel structure framework according to claim 1, wherein the transverse shock absorption mechanism comprises an adjusting beam I, an adjusting beam II, a sliding groove, a stroke groove, a spring I, a sliding block, a limiting block, a connecting rod and a telescopic rod; one end of the adjusting beam I is fixedly connected in the mounting groove V of the upright post, the other end of the adjusting beam I is fixedly connected with a telescopic rod, and two transverse damping mechanisms are arranged in each group; the other end of the telescopic rod is fixedly connected with an adjusting beam II; a sliding groove is formed in the adjusting beam II; a stroke groove is arranged on the side wall of the sliding groove; a sliding block is arranged in the sliding groove; a limiting block is arranged on the sliding block; the limiting block is movably connected with the stroke groove in a matched manner; one end of the spring I is fixedly connected to the sliding groove, and the other end of the spring I is fixedly connected to the sliding block; connecting rod one end is rotated and is connected in the mounting groove III of stand, and the other end is rotated and is connected on the sliding block.
3. The extra-large anti-seismic steel structure framework according to claim 1, wherein the upright column comprises a movable hole, a mounting groove III, a mounting groove IV, a mounting groove V and a beam sleeve; the bottom of the upright post is provided with four movable holes; the movable hole is matched and movably connected with the spring column on the base; the top end of the upright post is provided with a beam sleeve; one side of the upright post is provided with a mounting groove III; a mounting groove V is formed in one side of the mounting groove III; one side of the mounting groove V is provided with a mounting groove IV; in stand bottom inserted mounting groove I, the activity hole cooperation spring post installation.
4. The oversized anti-seismic steel structure framework according to claim 1, wherein the longitudinal shock absorption mechanism comprises a support plate, a spring II and a spring III; the supporting plate is arranged in an installation groove IV of the upright post; springs III are arranged on the upper side and the lower side of the supporting plate; one end of the spring III is fixedly connected with the mounting groove IV on the upright post, and the other end of the spring III is fixedly connected with the supporting plate; one end of the spring II is fixedly connected to the cross beam, and the other end of the spring II is fixedly connected to the supporting plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122008360.4U CN215563321U (en) | 2021-08-24 | 2021-08-24 | Super-huge antidetonation steel structure skeleton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122008360.4U CN215563321U (en) | 2021-08-24 | 2021-08-24 | Super-huge antidetonation steel structure skeleton |
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| Publication Number | Publication Date |
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| CN215563321U true CN215563321U (en) | 2022-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122008360.4U Active CN215563321U (en) | 2021-08-24 | 2021-08-24 | Super-huge antidetonation steel structure skeleton |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673255A (en) * | 2022-03-12 | 2022-06-28 | 李伟 | A steel structure with good compression resistance and shock absorption effect |
| CN116293628A (en) * | 2023-02-17 | 2023-06-23 | 临沂市冠祥能源设备有限公司 | Adjustable industrial boiler of shock-absorbing type is with assembly steel construction |
-
2021
- 2021-08-24 CN CN202122008360.4U patent/CN215563321U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114673255A (en) * | 2022-03-12 | 2022-06-28 | 李伟 | A steel structure with good compression resistance and shock absorption effect |
| CN116293628A (en) * | 2023-02-17 | 2023-06-23 | 临沂市冠祥能源设备有限公司 | Adjustable industrial boiler of shock-absorbing type is with assembly steel construction |
| CN116293628B (en) * | 2023-02-17 | 2023-08-25 | 临沂市冠祥能源设备有限公司 | Adjustable industrial boiler of shock-absorbing type is with assembly steel construction |
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