CN212536538U - Integral self-attached anti-swing vertical three-dimensional shock isolation system - Google Patents
Integral self-attached anti-swing vertical three-dimensional shock isolation system Download PDFInfo
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- CN212536538U CN212536538U CN202021597117.XU CN202021597117U CN212536538U CN 212536538 U CN212536538 U CN 212536538U CN 202021597117 U CN202021597117 U CN 202021597117U CN 212536538 U CN212536538 U CN 212536538U
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Abstract
The utility model discloses an integral self-attaching anti-swing vertical three-dimensional shock isolation system, which comprises an upper cover plate, a vertical support and a connecting piece, wherein the vertical support is arranged below the upper cover plate; the vertical supports are arranged in a plurality and are distributed in a rectangular array; the adjacent vertical supports are fixedly connected through a connecting piece. Because a single anti-swing assembly has very high bending and compression strength but relatively weak vertical rigidity, when a building or a large-scale apparatus vibrates, the horizontal direction and the vertical direction of the system can be subjected to different acting forces, the acting force in the horizontal direction and the acting force in the vertical direction can be coupled, so that the shock insulation system swings, and when the shock insulation system swings, the anti-swing assembly needs to have relatively high bending rigidity so as to avoid the swinging of the building or the large-scale machine or the damage of the shock insulation system. The rectangular array distribution of a plurality of vertical supports and the setting of connecting piece can effectual reinforcing connection frame and whole anti-seismic system's anti performance of swaing. The utility model is used for shock insulation technical field.
Description
Technical Field
The utility model relates to a shock insulation technical field, especially a whole self-attaching anti vertical three-dimensional shock insulation system that sways.
Background
The basic seismic isolation technology is an effective seismic isolation technology used for guaranteeing the safety of a major structure. Although seismic isolation techniques which have been widely used are safe and effective methods for protecting building structures and non-structural systems, most of the seismic isolation techniques do not have the function of isolating vertical seismic motion. Fundamentally ensures the overall structure safety of building structure when taking place three-dimensional macroseism, still needs further to provide building structure's three-dimensional earthquake countermeasure, and the three-dimensional shock insulation structure that is applied to in the engineering at present mainly adopts the shock insulation support of single adoption above-mentioned system to assemble to do not have functions such as whole anti rocking, and the three-dimensional shock insulation structure that uses at present can produce the problem of rocking in-service use.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: the integral self-attached anti-swing vertical three-dimensional shock isolation system is provided, so that one or more technical problems in the prior art are solved, and at least one beneficial selection or creation condition is provided.
The utility model provides a solution of its technical problem is:
an integral self-attached anti-swing vertical three-dimensional shock isolation system comprises an upper cover plate, a vertical support and a connecting piece, wherein the vertical support is arranged below the upper cover plate; the vertical supports are arranged in a plurality and are distributed in a rectangular array; the vertical support comprises a lower base, an upper barrel, a first laminated rubber support, a connecting column and a plurality of second laminated rubber supports, wherein two ends of the first laminated rubber support are fixedly connected with an upper cover plate and the upper barrel respectively; the upper cylinder bodies of the adjacent vertical supports are fixedly connected through a connecting piece.
Through above-mentioned scheme, because single vertical support can have better monomer mechanical properties, but when building or large-scale apparatus vibrations, often need consider whole mechanical properties, the level and the vertical effort of system can receive different effort, the effort of horizontal direction and the effort of vertical direction can produce the coupling to lead to shock insulation system to take place to sway, when taking place to sway, need shock insulation system to have great anti rocking rigidity in order to avoid building or large-scale apparatus or the shock insulation system that corresponds to damage. The array distribution of a plurality of vertical supports and the setting of connecting piece can provide three-dimensional shock insulation for the upper cover plate, compare in using single vertical support, use a plurality of vertical supports to link to each other can obviously improve the anti performance of swaing of overall system to fix the relative position between each vertical support through the connecting piece, make a plurality of vertical supports constitute shock insulation system, can effectual reinforcing connection frame and the anti performance of swaing of upper cover plate.
As a further improvement of the above technical scheme, the connecting piece is a connecting plate, a plurality of through holes are formed in the connecting plate, the through holes correspond to the vertical supports one to one, and the upper cylinder body penetrates through the through holes and is fixedly connected with the connecting plate.
As a further improvement of the above technical solution, the connecting member includes a first connecting beam, the connecting member is provided with a plurality of, the connecting member is disposed between two adjacent vertical supports, and both ends of the first connecting beam are respectively fixedly connected to the upper cylinder bodies of the vertical supports located at different positions.
As a further improvement of the technical scheme, the connecting piece further comprises a second connecting beam, the second connecting beam and the first connecting beam are arranged in parallel, and two ends of the second connecting beam are fixedly connected with the upper cylinder bodies of the different vertical supports respectively.
As a further improvement of the technical scheme, the connecting beam structure further comprises a plurality of connecting beams which are distributed in a linear array mode, and two ends of each connecting beam are fixedly connected with the two first connecting beams respectively.
As a further improvement of the above technical scheme, a beam plate is arranged at the upper end of the first connecting beam, a plurality of through holes are formed in the beam plate, the through holes correspond to the vertical supports one to one, the upper cylinder body penetrates through the through holes of the beam plate, and the lower surface of the beam plate is fixedly connected with the secondary connecting beam and the first connecting beam respectively.
The utility model is used for shock insulation technical field.
Drawings
In order to more clearly illustrate the technical solution in the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below. It is clear that the described figures represent only some embodiments of the invention, not all embodiments, and that a person skilled in the art can also derive other designs and figures from these figures without inventive effort.
Fig. 1 is a schematic cross-sectional structural view of a first embodiment of the present invention;
FIG. 2 is a schematic cross-sectional view of the vertical support of the embodiment of the present invention with the first laminated rubber support removed;
fig. 3 is a schematic sectional structure diagram of a second embodiment of the present invention;
fig. 4 is a schematic view of the overall structure of the third embodiment of the present invention without the upper cover plate;
fig. 5 is a schematic view of the overall structure of the fourth embodiment of the present invention after the upper cover plate is removed;
fig. 6 is a schematic sectional structure diagram of a fifth embodiment of the present invention.
In the figure, 100, an upper cover plate; 200. a vertical support; 210. a lower base; 220. an upper cylinder body; 230. a first laminated rubber mount; 240. connecting columns; 250. a second laminated rubber mount; 310. a connecting plate; 320. a first connecting beam; 330. a second connecting beam; 340. a secondary connecting beam; 350. a beam plate.
Detailed Description
The conception, the specific structure, and the technical effects produced by the present invention will be clearly and completely described below in conjunction with the embodiments and the accompanying drawings to fully understand the objects, the features, and the effects of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and other embodiments obtained by those skilled in the art without inventive labor based on the embodiments of the present invention all belong to the protection scope of the present invention. In addition, all the coupling/connection relationships mentioned herein do not mean that the components are directly connected, but mean that a better coupling structure can be formed by adding or reducing coupling accessories according to specific implementation conditions. All technical characteristics in the invention can be interactively combined on the premise of not conflicting with each other.
The first embodiment is as follows:
referring to fig. 1 and 2, the integral self-attached anti-swing vertical three-dimensional seismic isolation system comprises an upper cover plate 100, a vertical support 200 and a connecting piece, wherein the vertical support 200 is arranged below the upper cover plate 100; the vertical supports 200 are provided with a plurality of vertical supports 200 which are distributed in a rectangular array; the vertical support 200 comprises a lower base 210, an upper barrel 220, a first laminated rubber support 230, a connecting column 240 and four second laminated rubber supports 250, two ends of the first laminated rubber support 230 are fixedly connected with the upper cover plate 100 and the upper barrel 220 respectively, the upper barrel 220 is of a rectangular barrel structure with a closed upper end, the connecting column 240 is fixedly connected with the lower base 210, the connecting column 240 is arranged in the upper barrel 220 and slides in the upper barrel 220, and two ends of the four second laminated rubber supports 250 are fixedly connected with the inner side wall of the upper barrel 220 and the side wall of the connecting column 240 respectively; the upper cylinder 220 of the adjacent vertical supports 200 is fixedly connected by a connector.
The connecting piece sets up to connecting plate 310, has seted up a plurality of through-holes on the connecting plate 310, and the through-hole corresponds with vertical support 200 one-to-one, and the last barrel 220 of vertical support 200 passes the through-hole and with connecting plate 310 fixed connection.
Example two:
referring to fig. 3, unlike the previous embodiment, the connecting member of the present embodiment is a first connecting beam 320, the first connecting beam 320 is disposed between two adjacent vertical supports 200, and two ends of the first connecting beam 320 are respectively and fixedly connected to the upper cylinders 220 of the two vertical supports 200.
Example three:
referring to fig. 4, unlike the previous embodiment, the connecting member of the present embodiment includes a first connecting beam 320 and a second connecting beam 330, the first connecting beam 320 and the second connecting beam 330 are disposed in parallel, two ends of the first connecting beam 320 are respectively and fixedly connected to the upper cylinder 220 of the adjacent vertical support 200, and two ends of the second connecting beam 330 are respectively and fixedly connected to the upper cylinder 220 of the adjacent vertical support 200.
Example four:
referring to fig. 5, different from the previous embodiment, the connecting member of the present embodiment is a first connecting beam 320, two ends of the first connecting beam 320 are respectively and fixedly connected with the upper cylinder 220 of the adjacent vertical support 200, the novel integrated anti-seismic swing system of the present embodiment further includes secondary connecting beams 340, the secondary connecting beams 340 are distributed in a linear array, and two ends of the secondary connecting beams 340 are respectively and fixedly connected with two opposite first connecting beams 320.
Example five:
referring to fig. 6, different from the previous embodiment, the connecting member of the present embodiment is a first connecting beam 320, two ends of the first connecting beam 320 are respectively and fixedly connected with the upper cylinder 220 of the adjacent vertical support 200, the novel integrated anti-seismic swing system of the present embodiment further includes secondary connecting beams 340, the secondary connecting beams 340 are distributed in a linear array, and two ends of the secondary connecting beams 340 are respectively and fixedly connected with two opposite first connecting beams 320. A beam plate 350 is further disposed above the first connection beam 320, and the beam plate 350 is fixedly connected to the secondary connection beam 340 and the first connection beam 320. The beam plate 350 is provided with a plurality of through holes, the through holes correspond to the vertical supports 200 one by one, the upper cylinder 220 penetrates through the through holes of the beam plate 350, and the lower surface of the beam plate 350 is fixedly connected with the secondary connecting beam 340 and the first connecting beam 320 respectively.
While the preferred embodiments of the present invention have been described in detail, it will be understood by those skilled in the art that the invention is not limited to the details of the embodiments shown, but is capable of various modifications and substitutions without departing from the spirit of the invention.
Claims (6)
1. The utility model provides a whole vertical three-dimensional shock insulation system of anti rocking that attaches which characterized in that: the device comprises an upper cover plate (100), a vertical support (200) and a connecting piece, wherein the vertical support (200) is arranged below the upper cover plate (100); the vertical supports (200) are provided with a plurality of supports, and the plurality of vertical supports (200) are distributed in a rectangular array; the vertical support (200) comprises a lower base (210), an upper barrel (220), a first laminated rubber support (230), a connecting column (240) and a plurality of second laminated rubber supports (250), two ends of the first laminated rubber support (230) are fixedly connected with an upper cover plate (100) and the upper barrel (220) respectively, the connecting column (240) is fixedly connected with the lower base (210), the connecting column (240) is arranged in the upper barrel (220) and has a relative space with the upper barrel (220), and two ends of the plurality of second laminated rubber supports (250) are fixedly connected with the inner side wall of the upper barrel (220) and the side wall of the connecting column (240) respectively; the upper cylinder (220) of the adjacent vertical support (200) is fixedly connected through a connecting piece.
2. The integral self-attached anti-sway vertical three-dimensional seismic isolation system of claim 1, wherein: the connecting piece is connecting plate (310), a plurality of through-holes have been seted up on connecting plate (310), the through-hole corresponds with vertical support (200) one-to-one, go up barrel (220) and pass the through-hole and with connecting plate (310) fixed connection.
3. The integral self-attached anti-sway vertical three-dimensional seismic isolation system of claim 1, wherein: the connecting piece includes first tie-beam (320), the connecting piece is provided with a plurality of, the connecting piece sets up between two adjacent vertical supports (200), the both ends of first tie-beam (320) respectively with be located the last barrel (220) fixed connection of different vertical supports (200).
4. The integral self-attached anti-sway vertical three-dimensional seismic isolation system of claim 3, wherein: the connecting piece still includes second tie-beam (330), second tie-beam (330) and first tie-beam (320) parallel arrangement each other, the both ends of second tie-beam (330) respectively with be located the last barrel (220) fixed connection of different vertical support (200).
5. The integral self-attached anti-sway vertical three-dimensional seismic isolation system of claim 3, wherein: the connecting beam structure is characterized by further comprising a plurality of secondary connecting beams (340), wherein the plurality of secondary connecting beams (340) are distributed in a linear array mode, and two ends of each secondary connecting beam (340) are fixedly connected with the two first connecting beams (320) respectively.
6. The integral self-attached anti-sway vertical three-dimensional seismic isolation system of claim 5, wherein: the upper end of first tie-beam (320) is provided with beam slab (350), a plurality of through-holes have been seted up on beam slab (350), through-hole and vertical support (200) one-to-one, go up barrel (220) and pass the through-hole of beam slab (350), the lower surface of beam slab (350) respectively with inferior tie-beam (340) and first tie-beam (320) fixed connection.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021597117.XU CN212536538U (en) | 2020-08-04 | 2020-08-04 | Integral self-attached anti-swing vertical three-dimensional shock isolation system |
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| CN202021597117.XU CN212536538U (en) | 2020-08-04 | 2020-08-04 | Integral self-attached anti-swing vertical three-dimensional shock isolation system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112032248A (en) * | 2020-08-04 | 2020-12-04 | 上海大学 | Integral self-attached anti-swing vertical three-dimensional shock isolation system |
| CN113525555A (en) * | 2021-07-06 | 2021-10-22 | 王瑞豪 | Automatic calibration steering wheel buffer gear |
-
2020
- 2020-08-04 CN CN202021597117.XU patent/CN212536538U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112032248A (en) * | 2020-08-04 | 2020-12-04 | 上海大学 | Integral self-attached anti-swing vertical three-dimensional shock isolation system |
| WO2022027974A1 (en) * | 2020-08-04 | 2022-02-10 | 上海大学 | Overall self-attaching anti-rocking vertical three-dimensional vibration isolation system |
| CN113525555A (en) * | 2021-07-06 | 2021-10-22 | 王瑞豪 | Automatic calibration steering wheel buffer gear |
| CN113525555B (en) * | 2021-07-06 | 2023-04-14 | 天津万事达物流装备有限公司 | Automatic calibration steering wheel buffer gear |
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