CN204269329U - Shaking-table test support model counter weight device - Google Patents
Shaking-table test support model counter weight device Download PDFInfo
- Publication number
- CN204269329U CN204269329U CN201420794967.7U CN201420794967U CN204269329U CN 204269329 U CN204269329 U CN 204269329U CN 201420794967 U CN201420794967 U CN 201420794967U CN 204269329 U CN204269329 U CN 204269329U
- Authority
- CN
- China
- Prior art keywords
- model
- test
- shaking
- support
- weight set
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model relates to a kind of shaking-table test support model counter weight device, comprise some weight set be made up of the concrete block of deformed bar anchoring and be arranged on the test model on table top, described weight set is anchored on counterweight support frame, described weight set one side is provided with lateral support plate, described lateral support plate is connected with connector one end, described test model is connected with the connector other end by transfer beam, the utility model has following beneficial effect: the manual quality increased due to reduced scale reason for compensation model without the need to specialized designs, make test model superstructure design simple, easy for installation, without the need to weight and larger-size balancing weight are fixed on the less test model of size, only by rigidity transfer beam, model need be connected with counterweight, Shaking Table Model test can be carried out easily, and tilting complex torque when reducing model test, improve the test capability of shaking table equipment.
Description
Technical field
The utility model relates to a kind of shaking-table test support model counter weight device, belongs to seismic testing field.
Background technology
Earthquake simulation shaking table experiment can reproduce the overall process of earthquake motion to structure function truly, thus the earthquake research carrying out structure for researcher provides instrument and research technique comparatively accurately.Shaking-table test model is often the structure of certain reduced scale, due to reduced scale effect, generally all needs the manual quality configuring certain proportion and weight on model during test.Manual quality generally adopts the larger cast iron of mass density or lead cast to form, and also has plenty of the precast concrete block of bulk quality.The placement of manual quality is by the corresponding site of bolt anchoring at model, and what have is then embedded in inside configuration, also has plenty of and is directly pasted onto model surface.
But, owing to being subject to the restriction of shaking table self-bearing capacity and resistance to tipping moment, when the shaking-table test of reality, test model can not carry out full configuration heavy dressing according to designing requirement completely and add manual quality, the placement of manual quality is comparatively difficult simultaneously, adds the design and installation difficulty of test model.In addition, because balancing weight is generally all placed on model surface, during test, balancing weight easily drops, and this all can have a negative impact to test model, shaking table equipment, data acquisition and personal security etc., adds the risk of test.
Utility model content
The purpose of this utility model is for above weak point, provides a kind of shaking-table test support model counter weight device.
The scheme that the utility model technical solution problem adopts is a kind of shaking-table test support model counter weight device, comprise some weight set be made up of the concrete block of deformed bar anchoring and be arranged on the test model on table top, described weight set is anchored on counterweight support frame, described weight set one side is provided with lateral support plate, described lateral support plate is connected with connector one end, and described test model is connected with the connector other end by transfer beam.
Further, described support frame comprises the right column group of some compositions, two root posts in described column group are connected by crossbeam, two adjacent column groups are connected by limit longeron, two adjacent crossbeams are provided with middle longeron, described middle longeron is provided with some rolling support bases with roller bearing, described rolling support base is provided with the mass base plate for placing weight set, described column and suspension column support baseboard are hinged, and described suspension column support baseboard is connected with ground with expansion bolt by bar planting.
Further, described column upper end is provided with the strut rail beam preventing weight set from falling.
Further, described deformed bar is that essence pricks deformed bar.
Compared with prior art, the utility model has following beneficial effect: design a kind of counterweight fulcrum arrangement and the counterweight being placed on test model is changed put on the apparatus, the designing and making simplifying model, the test difficulty reducing model, and improve the security in process of the test; Without the need to specialized designs for compensating the manual quality because reduced scale reason increases, only need adopt the precast concrete balancing weight of standard, thus making test model superstructure design simple, easy for installation; Without the need to weight and larger-size balancing weight are fixed on the less test model of size, balancing weight is only needed to be placed on this fulcrum arrangement, and by rigidity transfer beam, model is connected with counterweight, Shaking Table Model test can be carried out easily, reduce tilting complex torque during model test, improve the test capability of shaking table equipment.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model patent is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure:
1-table top; 2-test model; 3-transfer beam; 4-connector; 5-lateral support plate; 6-concrete block; 7-deformed bar; 8-strut rail beam; 9-crossbeam; 10-column; 11-suspension column support baseboard; 12-ground; 13-limit longeron; 14-mass base plate; Longeron in 15-; 16-rolling support base.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is further illustrated.
As shown in Figure 1, a kind of shaking-table test support model counter weight device, the test model 2 comprising some weight set be made up of the concrete block 6 of deformed bar 7 anchoring and arrange on the playing surface 1, described weight set is anchored on counterweight support frame, described weight set one side is provided with lateral support plate 5, described lateral support plate 5 is connected with connector 4 one end, and described test model 2 is connected with connector 4 other end by transfer beam 3.
In the present embodiment, described support frame comprises the right column group of some compositions, two root posts 10 in described column group are connected by crossbeam 9, two adjacent column groups are connected by limit longeron 13, two adjacent crossbeams 9 are provided with middle longeron 15, described middle longeron 15 is provided with some rolling support bases 16 with roller bearing, described rolling support base 16 is provided with the mass base plate 14 for placing weight set, described standing firmly 10 is hinged with suspension column support baseboard 11, and described suspension column support baseboard 11 is connected with ground 12 with expansion bolt by bar planting.
In the present embodiment, described column 10 upper end is provided with the strut rail beam 8 preventing weight set from falling.
In the present embodiment, described deformed bar 7 is that essence pricks deformed bar.
In the present embodiment, the applying of implementation model weight mass is carried out by increasing or reduce concrete block 6.
Specific implementation method:
(1) precalculate model before test and need counterweight amount;
(2) counterweight support frame is built;
(3) according to the counterweight amount calculated, concrete block 6 be installed and by essence bundle deformed bar, weight set made in the anchoring of each concrete block 6, first be according to the test model 2 position location and installation suspension column support baseboard 11 on table top 1, then respectively column 10, crossbeam 9, limit longeron 13, middle longeron 15 and strut rail beam 8 are installed, form steel frame, subsequently rolling support base 16 and roller bearing are installed;
(4) weight set is placed on counterweight support frame;
(5) by transfer beam 3, test model 2 is connected with weight set.
Above-listed preferred embodiment; the purpose of this utility model, technical scheme and advantage are further described; be understood that; the foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. a shaking-table test support model counter weight device, it is characterized in that: comprise some weight set be made up of the concrete block of deformed bar anchoring and be arranged on the test model on table top, described weight set is anchored on counterweight support frame, described weight set one side is provided with lateral support plate, described lateral support plate is connected with connector one end, and described test model is connected with the connector other end by transfer beam.
2. shaking-table test support model counter weight device according to claim 1, it is characterized in that: described support frame comprises the right column group of some compositions, two root posts in described column group are connected by crossbeam, two adjacent column groups are connected by limit longeron, two adjacent crossbeams are provided with middle longeron, described middle longeron is provided with some rolling support bases with roller bearing, described rolling support base is provided with the mass base plate for placing weight set, described column and suspension column support baseboard are hinged, described suspension column support baseboard is connected with ground with expansion bolt by bar planting.
3. shaking-table test support model counter weight device according to claim 2, is characterized in that: described column upper end is provided with the strut rail beam preventing weight set from falling.
4. shaking-table test support model counter weight device according to claim 1, is characterized in that: described deformed bar is essence bundle deformed bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420794967.7U CN204269329U (en) | 2014-12-17 | 2014-12-17 | Shaking-table test support model counter weight device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420794967.7U CN204269329U (en) | 2014-12-17 | 2014-12-17 | Shaking-table test support model counter weight device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204269329U true CN204269329U (en) | 2015-04-15 |
Family
ID=52804190
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420794967.7U Active CN204269329U (en) | 2014-12-17 | 2014-12-17 | Shaking-table test support model counter weight device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204269329U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104458177A (en) * | 2014-12-17 | 2015-03-25 | 福州大学 | Earthquake simulation shaking table test bearing model counterweight device and construction method thereof |
CN105044766A (en) * | 2015-07-10 | 2015-11-11 | 合肥工业大学 | Synchronization status detection device for linked earthquake simulation platform |
-
2014
- 2014-12-17 CN CN201420794967.7U patent/CN204269329U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104458177A (en) * | 2014-12-17 | 2015-03-25 | 福州大学 | Earthquake simulation shaking table test bearing model counterweight device and construction method thereof |
CN104458177B (en) * | 2014-12-17 | 2017-02-22 | 福州大学 | Earthquake simulation shaking table test bearing model counterweight device and construction method thereof |
CN105044766A (en) * | 2015-07-10 | 2015-11-11 | 合肥工业大学 | Synchronization status detection device for linked earthquake simulation platform |
CN105044766B (en) * | 2015-07-10 | 2017-07-18 | 合肥工业大学 | Synchronous regime detection means for the earthquake simulation platform of linkage |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205301062U (en) | A horizontal loading device for simulation test is experimental | |
CN103437291B (en) | Monolithic water tank precompressed construction technology | |
CN102706734A (en) | Loading test device and method of asymmetric lateral-force-resisting structure | |
CN210529777U (en) | High-speed railway goaf foundation simulated power loading model test device | |
CN107436216A (en) | A kind of train transverse direction exciting and device for measuring force | |
CN103969012A (en) | Shake table test real-time loading device for simulating different burial depths of rock tunnel | |
CN107144461B (en) | Experimental device for simulating tunnel stress characteristics at fault | |
CN102853989A (en) | Swing aeroelastic model and shock-test wind tunnel test method thereby | |
CN204269329U (en) | Shaking-table test support model counter weight device | |
CN111089799A (en) | Vertical loading test device and test method for indoor model pile | |
CN105067212A (en) | Pile head fixed end pile-soil dynamic interaction vibration table test device and construction method thereof | |
CN102767289B (en) | Asymmetric and integrated lifting construction method for large scale grid structure | |
CN204740161U (en) | Major diameter soil sample shedder | |
CN103226082B (en) | A kind of test unit of dummy level evenly load and test method | |
CN106644347A (en) | Drop test device and drop test method of lander landing gear | |
CN104458177A (en) | Earthquake simulation shaking table test bearing model counterweight device and construction method thereof | |
CN204008006U (en) | A kind of pipeline internal force balance system | |
CN207882052U (en) | Multifunction structure frame | |
CN202522385U (en) | Embedded type combined hanging basket device | |
CN104266920A (en) | Physical model experiment device and method for granular material anchoring effect under dynamic action | |
CN211603171U (en) | Test device for simulating movable fault to research on tunnel damage mechanism | |
CN203849091U (en) | Hydraulic bridge fatigue test loading device | |
CN203729208U (en) | Continuous beam number zero block support | |
CN202974412U (en) | Platform scale | |
CN109900467A (en) | A kind of device of helical spring simulation soil resistance |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |