CN109322656A - Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing - Google Patents
Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing Download PDFInfo
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- CN109322656A CN109322656A CN201811330701.6A CN201811330701A CN109322656A CN 109322656 A CN109322656 A CN 109322656A CN 201811330701 A CN201811330701 A CN 201811330701A CN 109322656 A CN109322656 A CN 109322656A
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- headstock
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- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000011160 research Methods 0.000 title claims abstract description 16
- 229910000639 Spring steel Inorganic materials 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 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 8
- 238000003466 welding Methods 0.000 claims description 2
- 238000012360 testing method Methods 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 7
- 238000002474 experimental method Methods 0.000 description 3
- 238000004088 simulation Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000009193 crawling Effects 0.000 description 1
- 230000005284 excitation Effects 0.000 description 1
- 238000013100 final test Methods 0.000 description 1
- 208000020442 loss of weight Diseases 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B25/00—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
- G09B25/06—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes for surveying; for geography, e.g. relief models
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geophysics (AREA)
- Geochemistry & Mineralogy (AREA)
- Business, Economics & Management (AREA)
- Educational Administration (AREA)
- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Abstract
The invention discloses a kind of multiple spot Research on Shaking Table for Simulating underground structure non-uniform method model casings to connect system, driving headstock and driven headstock including multiple alternately connections, it is connected between the driving headstock and driven headstock the connector made of spring steel, described connector one end and driving headstock or driven headstock are hinged, the other end is detachably connected with driven headstock or driving headstock, and the driven headstock is lifted by frame.The multiple spot Research on Shaking Table for Simulating underground structure non-uniform method of the structure connects system with model casing, effectively increases test accuracy and test effect, reduces test error, it is ensured that the accuracy of test result.
Description
Technical field
The present invention relates to underground engineering shaking table test apparatus fields, and in particular to a kind of multiple spot Research on Shaking Table for Simulating underground
Structure non-uniform method connects system with model casing.
Background technique
When carrying out the vibration test of large-scale ground class underground engineering model, since the area of separate unit is insufficient, can not implement
Test.The prior art mainly adopts the large-scale model casees across multi shaker to be tested to solve the problems, such as this, but due to bias etc.
Problem, shake table connecting portion can only carry out emptying processing mitigation quality and load-bearing, and then weaken eccentric.But since middle part connects
Medium is different, and oscillating load will will appear certain deviation, and due appraisal standards will be not achieved in structural model, and then influence
To test effect and final test result.
Due to the heterogeneity of geological conditions and the wave characteristic of seimic wave propagation, under geological process, tunnel is in addition to disconnected
Face direction by rock soil medium deformation influenced, along tunnel longitudinal direction, also will and crawling effect shear-deformable by rock soil medium
Influence.The vibrostand experiment of past tunnel structure is due to the limitation of condition, and primary limitation is in simulation consistent excitation or vertically
The shear-deformable influence to tunnel cross-section in direction.With coming into operation for multiple spot shake table, tunnel structure is integrally indulged
Have become possibility to the shaking table model of non-uniform method, this proposes model experiment with the performance of native case new
It is required that.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of multiple spot Research on Shaking Table for Simulating underground structure non-uniform method models
Case connects system, to improve test accuracy and effect.
The present invention is solved the above problems by following technological means: a kind of multiple spot Research on Shaking Table for Simulating underground structure is non-uniform to swash
It encourages and connects system with model casing, driving headstock and driven headstock including multiple alternately connections lead between the driving headstock and driven headstock
The connection of the connector made of spring steel is crossed, described connector one end and driving headstock or driven headstock are hinged, the other end and driven headstock
Or driving headstock is detachably connected, the driven headstock is lifted by frame.
Further, the frame includes door type support frame and the pedestal for consolidating support frame, and the pedestal passes through
Bolt assembly is bonded with ground.
Further, the bottom plate quadrangle of driven headstock is hung by the top beam of wirerope and support frame connects.
Further, the two sides of support frame top beam are provided with connecting hole, four welded corner joints of driven headstock bottom plate or extend company
Steel plate is connect, connecting hole is also offered on the junction steel plate, wirerope both ends are each passed through connecting hole and the company of support frame top beam
Connect the connecting hole of steel plate and binding.
Further, it is connected by connector between driving headstock and the bottom plate of driven headstock and between corresponding side wall.
Further, described connector one end is mounted by connecting hook with the hook for being fixed on driving headstock corresponding position, another
End is connect by universal spherical joint with driven headstock.
Beneficial effects of the present invention: multiple spot Research on Shaking Table for Simulating underground structure non-uniform method of the invention is connected with model casing
System, driving headstock and driven headstock including multiple alternately connections, by being made of spring steel between the driving headstock and driven headstock
Connector connection, described connector one end and driving headstock or driven headstock are hinged, and the other end and driven headstock or driving headstock are detachable
Connection, the driven headstock are lifted by frame.The multiple spot Research on Shaking Table for Simulating underground structure non-uniform method model casing of the structure
Connection system, effectively increases test accuracy and test effect, reduces test error, it is ensured that the accuracy of test result.
Detailed description of the invention
The invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is front view of the invention；
Fig. 2 is side view of the invention；
Fig. 3 is top view of the invention；
Fig. 4 is the partial structure side view that driving headstock is connect with driven headstock.
Specific embodiment
Below with reference to attached drawing, the present invention is described in detail, and as shown in Figs 1-4: the present invention provides a kind of vibrations of multiple spot
Dynamic platform simulation underground structure non-uniform method connects system with model casing, driving headstock 1 and driven headstock including multiple alternately connections
2, the quantity of driving headstock and driven headstock is depending on physical simulation engineering, by by spring steel between the driving headstock and driven headstock
Manufactured connector 3 connects, and spring steel avoids the biography because of connection shake table using the material with model experiment case rigidity of the same race
The insufficient rigidity of power structure, and then cause oscillating load that will will appear significant decaying, influence test effect.In the present embodiment, one
It is provided with six connection points altogether, is evenly distributed between driving headstock and the bottom plate of driven headstock and driving headstock is corresponding with driven headstock
Side wall between.Described connector one end and driving headstock or driven headstock are hinged, and the other end detachably connects with driven headstock or driving headstock
It connects, specifically, if one end of connector is hinged with driving headstock, the other end is detachably connected with driven headstock, if connector
One end is detachably connected with driving headstock, then the other end and driven headstock are hinged；In the present embodiment, described connector one end passes through connection
Hook 6 is mounted with the hook 7 for being fixed on driving headstock corresponding position, and the other end is connect by universal spherical joint with driven headstock, in driving headstock
Side wall or the corresponding position of bottom plate are welded with L-type steel plate 8, are provided with hook on two pieces of steel discs of L-type steel plate, different in input
When the seismic wave in direction, using different types of attachment, make the acceleration responsive peak value and dominant frequency and driving headstock of driven headstock
Unanimously, hook is provided on left and right directions and front-rear direction as described in Fig. 1 due to driving headstock, it can be according to need
It wants, is alternately arranged driving headstock and driven headstock along left and right or front-rear direction, to adapt to the seismic wave of different directions.It is described driven
Case is lifted by frame, and specifically, the frame includes door type support frame 41 and the pedestal 42 for consolidating support frame,
The bottom plate quadrangle of the driven headstock is hung by the top beam of wirerope 5 and support frame and is connect, and the pedestal passes through bolt assembly and ground
It is bonded, rectangular parallelepiped structure can be arranged in pedestal, it is whole to improve in the more set bolt assemblies of length direction setting of pedestal
The stability of body structure；For in further detail, the two sides of support frame top beam are provided with connecting hole, four fillet welding of driven headstock bottom plate
Junction steel plate is connect or extended, connecting hole is also offered on the junction steel plate, wirerope both ends are each passed through support frame top beam
Connecting hole and junction steel plate connecting hole and binding, designed using this kind of structure, given full play to the bending resistance of support frame side column
Ability, the top beam of support frame are then compression member.
In conclusion the multiple spot Research on Shaking Table for Simulating underground structure non-uniform method model casing using the application connects system
System, can according to need, assemble the driving headstock and driven headstock of different number, meanwhile, pass through elasticity between driving headstock and driven headstock
Connector connection, has intermal force, does not need to empty in connecting portion or loss of weight is handled, reduce the inclined of oscillating load
Difference effectively increases test accuracy and test effect, reduces test error, it is ensured that the accuracy of test result.
Finally, it is stated that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although referring to compared with
Good embodiment describes the invention in detail, those skilled in the art should understand that, it can be to skill of the invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the scope of the claims of invention.
Claims (6)
1. a kind of multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing, it is characterised in that: including more
The driving headstock and driven headstock of a alternately connection, are connected between the driving headstock and driven headstock the connector made of spring steel
Connect, described connector one end and driving headstock or driven headstock are hinged, and the other end is detachably connected with driven headstock or driving headstock, it is described from
Dynamic case is lifted by frame.
2. multiple spot Research on Shaking Table for Simulating underground structure non-uniform method according to claim 1 connects system with model casing,
Be characterized in that: the frame includes door type support frame and the pedestal for consolidating support frame, and the pedestal passes through bolt group
Part is bonded with ground.
3. multiple spot Research on Shaking Table for Simulating underground structure non-uniform method according to claim 2 connects system with model casing,
Be characterized in that: the bottom plate quadrangle of driven headstock is hung by the top beam of wirerope and support frame to be connect.
4. multiple spot Research on Shaking Table for Simulating underground structure non-uniform method according to claim 3 connects system with model casing,
Be characterized in that: the two sides of support frame top beam are provided with connecting hole, four welded corner joints of driven headstock bottom plate or extend junction steel plate,
Also connecting hole is offered on the junction steel plate, wirerope both ends are each passed through the connecting hole and junction steel plate of support frame top beam
Connecting hole is simultaneously bound.
5. multiple spot Research on Shaking Table for Simulating underground structure non-uniform method according to any one of claims 1-4 is connected with model casing
Welding system, it is characterised in that: connected by connector between driving headstock and the bottom plate of driven headstock and between corresponding side wall.
6. multiple spot Research on Shaking Table for Simulating underground structure non-uniform method according to claim 5 connects system with model casing,
Be characterized in that: described connector one end is mounted by connecting hook with the hook for being fixed on driving headstock corresponding position, and the other end passes through
Universal spherical joint is connect with driven headstock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811330701.6A CN109322656A (en) | 2018-11-09 | 2018-11-09 | Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811330701.6A CN109322656A (en) | 2018-11-09 | 2018-11-09 | Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109322656A true CN109322656A (en) | 2019-02-12 |
Family
ID=65260623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811330701.6A Pending CN109322656A (en) | 2018-11-09 | 2018-11-09 | Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing |
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| Country | Link |
|---|---|
| CN (1) | CN109322656A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113192395A (en) * | 2021-05-07 | 2021-07-30 | 哈尔滨工业大学 | Can assemble multi-functional shearing type frame construction dynamics experiment model device |
| CN115597804A (en) * | 2022-09-20 | 2023-01-13 | 广州大学（Cn） | Device and method suitable for vibration array test of ultra-long tunnel |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113192395A (en) * | 2021-05-07 | 2021-07-30 | 哈尔滨工业大学 | Can assemble multi-functional shearing type frame construction dynamics experiment model device |
| CN113192395B (en) * | 2021-05-07 | 2023-06-09 | 哈尔滨工业大学 | Can assemble multi-functional shearing formula frame construction dynamics experiment model device |
| CN115597804A (en) * | 2022-09-20 | 2023-01-13 | 广州大学（Cn） | Device and method suitable for vibration array test of ultra-long tunnel |
| CN115597804B (en) * | 2022-09-20 | 2023-09-19 | 广州大学 | Device and method suitable for ultra-long tunnel vibration table array test |
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Application publication date: 20190212 |