CN211784152U - Embedded vibration table with expandable frequency and area for large-load test - Google Patents
Embedded vibration table with expandable frequency and area for large-load test Download PDFInfo
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- CN211784152U CN211784152U CN202020192079.3U CN202020192079U CN211784152U CN 211784152 U CN211784152 U CN 211784152U CN 202020192079 U CN202020192079 U CN 202020192079U CN 211784152 U CN211784152 U CN 211784152U
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Abstract
An embedded vibration table with expandable large load test frequency and area is composed of a vibration table body, wherein the vibration table body is arranged in a building foundation provided with a long-range groove, the periphery of the vibration table body is horizontally hinged with a long-range servo actuator at equal intervals with the side wall of the long-range groove, the bottom side of the vibration table body is vertically hinged with a long-range servo actuator at equal intervals with the bottom of the long-range groove, and the upper end of the vibration table body is also provided with a short-range groove; the short-distance groove is internally provided with an excitation platform, the periphery of the excitation platform is hinged with short-distance servo actuators in an equidistant horizontal mode with the side wall of the short-distance groove, and the bottom side of the excitation platform is hinged with the bottom of the short-distance groove in an equidistant vertical mode with the short-distance servo actuators. The utility model aims at providing a can make the shaking table of jumbo size, heavy load satisfy the experimental requirement of applying long stroke and high frequency load simultaneously to the embedded shaking table in space is saved.
Description
Technical Field
The utility model relates to an earthquake simulation technical field especially relates to an embedded shaking table of big load test frequency and area extensible.
Background
The shaking table test is a key simulation test means for researching failure and failure mechanism of a engineering structure under the action of earthquake in the field of earthquake engineering, and the core content of the shaking table test is to reproduce the earthquake action. Therefore, the performance of the vibration table system is a necessary condition for realizing engineering earthquake simulation tests. In an engineering earthquake simulation test, a vibration table test of an engineering structure with an original size or a large scale can truly reflect failure and damage mechanisms of the engineering structure under the action of an earthquake, but the vibration table is required to have loading capacity on an engineering structure test model with the original size or the large scale. The large-scale hydro-junction engineering is an important national infrastructure, and the research on failure and damage mechanisms under the action of earthquake is an important component for improving the disaster prevention and reduction capability of China. Because large-scale hydro-junction engineering is huge in size, the original size vibration table test cannot be carried out. According to the principle of large scale, the test adopts a scale of 1: 80, and the vibrating table is required to have large table size, high load capacity and high-frequency loading capacity of not less than 40 Hz.
At present, a traditional vibration table system is difficult to meet the loading requirements of large stroke and high frequency, namely, the vibration table with high-frequency loading capacity has small table surface size, low loading capacity and small loading stroke, and the vibration table with large size, large loading capacity and long stroke loading capacity cannot be subjected to high-frequency loading, so that the large-scale engineering earthquake simulation test cannot be carried out on large-scale hydro-junction engineering.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome not enough among the above-mentioned prior art, aim at providing one kind and can make the shaking table of jumbo size, heavy load satisfy the experimental requirement of exerting long stroke and high frequency load simultaneously to the embedded shaking table in space is saved.
In order to achieve the above purpose, the technical scheme of the utility model is realized like this:
an embedded vibration table with expandable large load test frequency and area is composed of a vibration table body, wherein the vibration table body is arranged in a building foundation provided with a long-range groove, the periphery of the vibration table body is horizontally hinged with a long-range servo actuator at equal intervals with the side wall of the long-range groove, the bottom side of the vibration table body is vertically hinged with a long-range servo actuator at equal intervals with the bottom of the long-range groove, and the upper end of the vibration table body is also provided with a short-range groove; an excitation table is arranged in the short-distance groove, short-stroke servo actuators are horizontally hinged at equal intervals between the periphery of the excitation table and the side wall of the short-distance groove, and short-stroke servo actuators are vertically hinged at equal intervals between the bottom side of the excitation table and the bottom of the short-distance groove; and the short-stroke servo actuator and the long-stroke servo actuator are both electrically connected with the motion controller.
Furthermore, the stroke ratio of the long-stroke servo actuator to the short-stroke servo actuator is not lower than 40, the highest working frequency of the long-stroke servo actuator is not higher than 25Hz, the highest working frequency of the short-stroke servo actuator is higher than 40Hz, and the long-stroke servo actuator and the short-stroke servo actuator are both composed of hydraulic servo actuators.
Furthermore, a reinforcing layer hinged with the short-stroke servo actuator is fixedly arranged on the inner wall of the short-stroke groove, and the reinforcing layer is made of a steel plate; and a shock insulation layer which is arranged alternately with the short-stroke servo actuator is arranged between the bottom side of the excitation table and the reinforcing layer, and the shock insulation layer is composed of a spring, an air cushion or a rubber cushion.
Furthermore, sealing plates are detachably arranged between the two sides of the reinforcing layer and the excitation table.
Further, the vibration table body and the excitation table are both welded by steel plates to form a box-shaped honeycomb structure.
Further, the area of the table top of the vibration table body is larger than 250 square meters, and the area of the table top of the excitation table is larger than 50 square meters.
Furthermore, the upper end face of the excitation table is as high as the upper end face of the vibration table body.
Further, the building foundation is made of concrete, and the cross section of the building foundation is rectangular.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model provides a shaking table can carry out engineering earthquake analogue test, and the body embedding of shaking table is in the long distance inslot of building foundation simultaneously, and the excitation platform embedding is in the short distance inslot of shaking table body, but the maximize save occupation of land space, realizes jumbo size, heavy load's service function requirement simultaneously. And the short-stroke servo actuator and the long-stroke servo actuator can meet the test requirements of applying long stroke and high frequency load.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic cross-sectional view of the middle vibration table body of the present invention.
Description of reference numerals:
1-a vibration table body, 2-an excitation table, 3-a building foundation, 11-a short-stroke groove, 12-a reinforcing layer, 13-a sealing plate, 14-a short-stroke servo actuator, 15-a shock insulation layer, 31-a long-stroke groove and 32-a long-stroke servo actuator.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
As shown in fig. 1, an embedded vibration table with expandable large load test frequency and area is composed of a vibration table body 1, wherein the vibration table body 1 is arranged in a building foundation 3 provided with a long-range groove 31, the periphery of the vibration table body 1 is horizontally hinged with a long-range servo actuator 32 at equal intervals with the side wall of the long-range groove 31, the bottom side of the vibration table body 1 is vertically hinged with a long-range servo actuator 32 at equal intervals with the bottom of the long-range groove 31, and the upper end of the vibration table body 1 is further provided with a short-range groove 11; an excitation table 2 is arranged in the short-range groove 11, short-range servo actuators 14 are horizontally hinged at equal intervals between the periphery of the excitation table 2 and the side wall of the short-range groove 11, short-range servo actuators 14 are vertically hinged at equal intervals between the bottom side of the excitation table 2 and the bottom of the short-range groove 11, a reinforcing layer 12 hinged with the short-range servo actuators 14 is fixedly arranged on the inner wall of the short-range groove 11, and the reinforcing layer 12 is made of a steel plate; shock insulation layers 15 which are alternately arranged with the short-stroke servo actuators 14 are arranged between the bottom side of the excitation table 2 and the reinforcing layer 12, and the shock insulation layers 15 are composed of rubber pads in the embodiment; the short-stroke servo actuator 14 and the long-stroke servo actuator 32 are both electrically connected with the motion controller; the stroke ratio of the long-stroke servo actuator 32 to the short-stroke servo actuator 14 is not lower than 40, the highest working frequency of the long-stroke servo actuator 32 is not higher than 25Hz, the highest working frequency of the short-stroke servo actuator 14 is higher than 40Hz, and both the long-stroke servo actuator 32 and the short-stroke servo actuator 14 are composed of hydraulic servo actuators; the building foundation 3 is made of concrete, and the cross section of the building foundation 3 is rectangular.
As shown in fig. 2, the vibration table body 1 and the excitation table 2 are both welded by steel plates to form a box-shaped honeycomb structure, so that the strength and rigidity of the vibration table body 1 and the excitation table 2 can be ensured, the area of the table top of the vibration table body 1 is larger than 250 square meters, and the area of the table top of the excitation table 2 is larger than 50 square meters, so that a large enough table top can be provided for large-size engineering earthquake simulation experiments. The upper end face of the excitation table 2 is equal to the upper end face of the vibration table body 1 in height, the sealing plates 13 are detachably arranged between the two sides of the top end of the reinforcing layer 12 and the top face of the excitation table 2, so that the vibration table body 1, the excitation table 2 and the sealing plates 13 form a flat table top with equal height together, the usable area of the table top can be enlarged, and the earthquake test process is facilitated.
In the test process, the long-stroke servo actuators 32 moving horizontally are arranged on the periphery of the vibrating table body 1, the long-stroke servo actuators 32 moving vertically are arranged at the bottom of the vibrating table body 1, and the loading requirements of long stroke and low frequency in the test process can be met. Short-stroke servo actuators 14 moving horizontally are arranged on the periphery of the excitation table 2, the short-stroke servo actuators 14 moving vertically are arranged at the bottom of the excitation table 2, the requirements of short stroke and high frequency loading in the test process can be met, and the vibration table body 1 and the excitation table 2 are connected with the actuators through ball hinge or pin hinge. And the shock insulation layer 15 is arranged between the bottom side of the excitation table 2 and the reinforcing layer 12 in an alternating mode with the short-stroke servo actuators 14, so that the mutual influence of vibration between the vibration table body 1 and the excitation table 2 can be reduced to the maximum extent. And reinforcing layer 12 can further strengthen excitation platform 2 to the bearing capacity of the short stroke servo actuator 14 of high frequency operation, and building foundation 3 that concrete constitutes can have higher self intensity and rigidity.
The short stroke servo actuator 14 and the long stroke servo actuator 32 can be in control connection through a motion controller arranged outside the vibration table body 1. The motion controller can adopt a multi-channel motion controller ServoTest Pulsar or MTS 469D to respectively control the long-stroke servo actuator 32 of the vibration table body 1 and the short-stroke servo actuator 14 of the excitation table 2, thereby realizing the multi-degree-of-freedom motion of the two table tops. When high-frequency and low-frequency seismic waves need to be simulated simultaneously, the sealing plate 13 is detached from the position between the reinforcing layer 12 and the excitation layer 2, frequency division excitation is input into the multi-channel motion controller, the vibration table body 1 moves in a long-stroke low-frequency mode, the excitation table 2 moves in a short-stroke high-frequency mode relative to the vibration table body 1, the excitation table 2 simultaneously contains the seismic waves with high-frequency and low-frequency components, and finally the seismic waves with a wider frequency range are accurately achieved. When only needing the seismic wave of simulation low frequency, can fix the installation of shrouding 13 between reinforced layer 12 and excitation platform 2, make reinforced layer 12 and excitation platform 2 be connected firmly, let multichannel motion controller only control long stroke servo actuator 32 operation again, be convenient for simulate the seismic wave of low frequency.
The above description is only for the preferred embodiment of the present invention and should not be construed as limiting the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides an embedded shaking table of big load test frequency and area extensible, comprises the shaking table body, its characterized in that: the vibrating table comprises a vibrating table body, a long-range groove, a long-range servo actuator, a short-range groove, a long-range servo actuator and a long-range servo actuator, wherein the vibrating table body is arranged in a building foundation provided with the long-range groove, the periphery of the vibrating table body is horizontally hinged with the side wall of the long-range groove at equal intervals, the bottom side of the vibrating table body is vertically hinged with the bottom of the long-range groove at equal intervals, and the upper end of the vibrating table body is also; an excitation table is arranged in the short-distance groove, short-stroke servo actuators are horizontally hinged at equal intervals between the periphery of the excitation table and the side wall of the short-distance groove, and short-stroke servo actuators are vertically hinged at equal intervals between the bottom side of the excitation table and the bottom of the short-distance groove; and the short-stroke servo actuator and the long-stroke servo actuator are both electrically connected with the motion controller.
2. The embedded vibration table with high load test frequency and expandable area of claim 1, wherein: the stroke ratio of the long-stroke servo actuator to the short-stroke servo actuator is not lower than 40, the highest working frequency of the long-stroke servo actuator is not higher than 25Hz, the highest working frequency of the short-stroke servo actuator is higher than 40Hz, and the long-stroke servo actuator and the short-stroke servo actuator are both composed of hydraulic servo actuators.
3. The embedded vibration table with high load test frequency and expandable area of claim 1, wherein: the inner wall of the short-range groove is fixedly provided with a reinforcing layer hinged with the short-range servo actuator, and the reinforcing layer is formed by a steel plate; and a shock insulation layer which is arranged alternately with the short-stroke servo actuator is arranged between the bottom side of the excitation table and the reinforcing layer, and the shock insulation layer is composed of a spring, an air cushion or a rubber cushion.
4. The embedded vibration table with high load test frequency and expandable area of claim 3, wherein: sealing plates are detachably arranged on two sides of the reinforcing layer and between the two sides of the reinforcing layer and the excitation table.
5. The embedded vibration table with high load test frequency and expandable area of claim 1, wherein: the vibration table body and the excitation table are both welded by steel plates to form a box-shaped honeycomb structure.
6. The embedded vibration table with high load test frequency and expandable area of claim 5, wherein: the table-board area of the vibration table body is larger than 250 square meters, and the table-board area of the excitation table is larger than 50 square meters.
7. The embedded vibration table with high load test frequency and expandable area of claim 1, wherein: the upper end face of the excitation table is as high as the upper end face of the vibration table body.
8. The embedded vibration table with high load test frequency and expandable area of claim 1, wherein: the building foundation is made of concrete, and the cross section of the building foundation is rectangular.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020192079.3U CN211784152U (en) | 2020-02-21 | 2020-02-21 | Embedded vibration table with expandable frequency and area for large-load test |
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| CN202020192079.3U CN211784152U (en) | 2020-02-21 | 2020-02-21 | Embedded vibration table with expandable frequency and area for large-load test |
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| CN211784152U true CN211784152U (en) | 2020-10-27 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111272367A (en) * | 2020-02-21 | 2020-06-12 | 天津大学 | Embedded vibration table with expandable frequency and area for large-load test |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111272367A (en) * | 2020-02-21 | 2020-06-12 | 天津大学 | Embedded vibration table with expandable frequency and area for large-load test |
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