CN204086050U - A kind of building aseismicity joint testing device - Google Patents
A kind of building aseismicity joint testing device Download PDFInfo
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- CN204086050U CN204086050U CN201420565457.2U CN201420565457U CN204086050U CN 204086050 U CN204086050 U CN 204086050U CN 201420565457 U CN201420565457 U CN 201420565457U CN 204086050 U CN204086050 U CN 204086050U
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- reciprocal actuator
- pressure
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- reciprocal
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- 238000012360 testing method Methods 0.000 title claims abstract description 36
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 7
- 230000003068 static effect Effects 0.000 claims description 6
- 230000035939 shock Effects 0.000 abstract description 8
- 238000002474 experimental method Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 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
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
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- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Abstract
The utility model relates to building aseismicity experimental technique field, particularly relate to a kind of building aseismicity joint testing device, described pressue device is connected with pressure controller, pressure controller is connected with pressure acquisition device, described reciprocal actuator is connected with reciprocal actuator controller, reciprocal actuator controller is connected with reciprocal actuator collector, described pressure acquisition device is connected with data display recorder with reciprocal actuator collector, substitute traditional manual operation, the pressure of pressue device and the number of times of reciprocal actuator can be controlled very accurately, real-time data acquisition can be carried out simultaneously, then carry out showing and recording data, specimen joints is carried out to the test of shock resistance, draw data accurately, ensure the anti-seismic performance of building test specimen.
Description
[technical field]
The utility model relates to building aseismicity experimental technique field, particularly relates to a kind of building aseismicity joint testing device.
[background technology]
Structural seismic performance refers under geological process, the load-bearing capacity of structural elements, deformability, energy dissipation capacity, the change and progress of rigidity and damage-form, know seismic behavior, just can know and take corresponding earthquake resistant construction, anti-seismic construction measure changes according to seismic behavior change, also have when Structure Calculation, the adjustment of the different calculating of seismic behavior is also different, the anti-seismic performance of current building node adopts traditional test unit, existing test unit pressue device and reciprocal start are all adopt manually to carry out, manual operation, the number of times of pressure and reciprocal start is grasped inaccurate, data are also difficult to obtain in time and record simultaneously, therefore can not well judge node shock resistance, and then the assessment of the quake-resistant safety performance of the building of impact.
Therefore, for overcoming the deficiency of above-mentioned technology and to design a structure simple, extraordinary test can be carried out to node shock resistance, ensure that building node has a kind of building aseismicity joint testing device of good shock resistance, inventor's problem to be solved just.
[utility model content]
For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of building aseismicity joint testing device, and structure is simple, can carry out extraordinary test to node shock resistance, ensures that building node has good shock resistance.
For achieving the above object, the utility model can adopt following technical scheme: a kind of building aseismicity joint testing device, it includes pressue device, reciprocal actuator, pressure controller, pressure acquisition device, reciprocal actuator controller, reciprocal actuator collector, data display recorder, described pressue device is connected with pressure controller, pressure controller is connected with pressure acquisition device, described reciprocal actuator is connected with reciprocal actuator controller, reciprocal actuator controller is connected with reciprocal actuator collector, described pressure acquisition device is connected with data display recorder with reciprocal actuator collector.
Further, described device also includes static(al) pedestal, test stand, specimen joints, counter force wall, described test stand is fixed on static(al) pedestal by rivet, the specimen joints of cross structure is provided with in the middle of test stand, test stand top is provided with pressue device, and test stand side is connected with counter force wall by reciprocal actuator.
Further, described pressure apparatus is the one in lifting jack or hydraulic cylinder.
Compared with prior art, the beneficial effects of the utility model are: the utility model adopts pressue device to be connected with pressure controller, pressure controller is connected with pressure acquisition device, described reciprocal actuator is connected with reciprocal actuator controller, reciprocal actuator controller is connected with reciprocal actuator collector, described pressure acquisition device is connected with data display recorder with reciprocal actuator collector, substitute traditional manual operation, the pressure of pressue device and the number of times of reciprocal actuator can be controlled very accurately, real-time data acquisition can be carried out simultaneously, then carry out showing and recording data, specimen joints is carried out to the test of shock resistance, draw data accurately, ensure the anti-seismic performance of building test specimen.
[accompanying drawing explanation]
Fig. 1 is the utility model structural representation.
Fig. 2 is part of data acquisition connection diagram in the utility model.
Description of reference numerals: 1-static(al) pedestal; 2-test stand; 3-specimen joints; 4-pressue device; The reciprocal actuator of 5-; 6-counter force wall; 7-pressure controller; 8-pressure acquisition device; The reciprocal actuator controller of 9-; The reciprocal actuator collector of 10-; 11-data display recorder.
[embodiment]
Below in conjunction with specific embodiment, set forth the utility model further, should be understood that these embodiments are only not used in restriction scope of the present utility model for illustration of the utility model.In addition should be understood that those skilled in the art can make various changes or modifications the utility model after the content of having read the utility model instruction, these equivalent form of values drop on application appended claims limited range equally.
As shown in Figure 2, for part of data acquisition connection diagram in the utility model, it includes pressue device 4, reciprocal actuator 5, pressure controller 7, pressure acquisition device 8, reciprocal actuator controller 9, reciprocal actuator collector 10, data display recorder 11, described pressue device 4 is connected with pressure controller 7, pressure controller 7 is connected with pressure acquisition device 8, described reciprocal actuator 5 is connected with reciprocal actuator controller 9, reciprocal actuator controller 9 is connected with reciprocal actuator collector 10, described pressure acquisition device 8 is connected with data display recorder 11 with reciprocal actuator collector 10.
As shown in Figure 1, for the utility model structural representation, described device also includes static(al) pedestal 1, test stand 2, specimen joints 3, counter force wall 6, described test stand 2 is fixed on static(al) pedestal 1 by rivet, the specimen joints 3 of cross structure is provided with in the middle of test stand 2, test stand 2 top is provided with pressue device 4, and test stand 2 side is connected with counter force wall 6 by reciprocal actuator 5, and pressure apparatus 4 is the one in lifting jack or hydraulic cylinder.
The utility model adopts pressue device 4 to be connected with pressure controller 7, pressure controller 7 is connected with pressure acquisition device 8, described reciprocal actuator 5 is connected with reciprocal actuator controller 9, reciprocal actuator controller 9 is connected with reciprocal actuator collector 10, described pressure acquisition device 8 is connected with data display recorder 11 with reciprocal actuator collector 10, substitute traditional manual operation, the pressure of pressue device and the number of times of reciprocal actuator can be controlled very accurately, real-time data acquisition can be carried out simultaneously, then carry out showing and recording data, specimen joints is carried out to the test of shock resistance, draw data accurately, ensure the anti-seismic performance of building test specimen.
Claims (3)
1. a building aseismicity joint testing device, it is characterized in that: it includes pressue device, back and forth actuator, pressure controller, pressure acquisition device, back and forth actuator controller, back and forth actuator collector, data display recorder, described pressue device is connected with pressure controller, pressure controller is connected with pressure acquisition device, described reciprocal actuator is connected with reciprocal actuator controller, reciprocal actuator controller is connected with reciprocal actuator collector, and described pressure acquisition device is connected with data display recorder with reciprocal actuator collector.
2. a kind of building aseismicity joint testing device according to claim 1, it is characterized in that: described device also includes static(al) pedestal, test stand, specimen joints, counter force wall, described test stand is fixed on static(al) pedestal by rivet, the specimen joints of cross structure is provided with in the middle of test stand, test stand top is provided with pressue device, and test stand side is connected with counter force wall by reciprocal actuator.
3. a kind of building aseismicity joint testing device according to claim 1 and 2, is characterized in that: described pressure apparatus is the one in lifting jack or hydraulic cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565457.2U CN204086050U (en) | 2014-09-18 | 2014-09-18 | A kind of building aseismicity joint testing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565457.2U CN204086050U (en) | 2014-09-18 | 2014-09-18 | A kind of building aseismicity joint testing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204086050U true CN204086050U (en) | 2015-01-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420565457.2U Expired - Fee Related CN204086050U (en) | 2014-09-18 | 2014-09-18 | A kind of building aseismicity joint testing device |
Country Status (1)
| Country | Link |
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| CN (1) | CN204086050U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108896284A (en) * | 2018-05-15 | 2018-11-27 | 滁州职业技术学院 | A kind of steel structure member energy-dissipating and shock-absorbing performance evaluation system and appraisal procedure |
| CN110346102A (en) * | 2019-08-20 | 2019-10-18 | 中国地震局工程力学研究所 | A kind of antidetonation suspension and support loading device |
| CN110608863A (en) * | 2019-11-05 | 2019-12-24 | 曲禄好 | Civil engineering structure shock resistance test device |
| CN112985723A (en) * | 2021-02-04 | 2021-06-18 | 江西科技师范大学 | Anti-seismic test device of assembled cold-formed thin-walled steel wall |
-
2014
- 2014-09-18 CN CN201420565457.2U patent/CN204086050U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108896284A (en) * | 2018-05-15 | 2018-11-27 | 滁州职业技术学院 | A kind of steel structure member energy-dissipating and shock-absorbing performance evaluation system and appraisal procedure |
| CN110346102A (en) * | 2019-08-20 | 2019-10-18 | 中国地震局工程力学研究所 | A kind of antidetonation suspension and support loading device |
| CN110608863A (en) * | 2019-11-05 | 2019-12-24 | 曲禄好 | Civil engineering structure shock resistance test device |
| CN112985723A (en) * | 2021-02-04 | 2021-06-18 | 江西科技师范大学 | Anti-seismic test device of assembled cold-formed thin-walled steel wall |
| CN112985723B (en) * | 2021-02-04 | 2023-01-17 | 江西科技师范大学 | An aseismic test device for fabricated cold-formed thin-walled steel walls |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20150918 |
|
| EXPY | Termination of patent right or utility model |