CN209589721U - Compression shear test device - Google Patents
Compression shear test device Download PDFInfo
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- CN209589721U CN209589721U CN201920330207.3U CN201920330207U CN209589721U CN 209589721 U CN209589721 U CN 209589721U CN 201920330207 U CN201920330207 U CN 201920330207U CN 209589721 U CN209589721 U CN 209589721U
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Abstract
The utility model relates to a kind of compression shear test devices, including device frame, shear plate, vertical loading mechanism for applying the shearing loading mechanism of left and right directions horizontal force to the shear plate and for applying from vertical active force to the shear plate, vertical loading mechanism includes the vertical load cylinder being hinged and connected by articulated structure and described device frame, articulated structure includes the articulated shaft that hinge axes extend along the longitudinal direction, the power output end of vertical load cylinder is provided with load plate, load plate has the load plate shear surface positioned opposite with the shear plate, the support placement space for placing corresponding rubber support is formed between load plate shear surface and the shear plate, load cell is provided between load plate and described device frame, the radius of articulated shaft is less than the vertical distance between articulated shaft axial line distance load plate shear surface.The utility model provides a kind of compression shear test device that can measure shearing force suffered by single rubber support.
Description
Technical field
The utility model relates to the compression shear test devices for carrying out compression-shear test to rubber support.
Background technique
Compression shear test device be mainly used for different types of rridges are board-like, pot rubber bearing carries out resistance to compression, anti-shearing force it is compound
Under the conditions of, detect the axial-radial resistance to compression, shearing resistance, corner mechanical test of rubber support.It can carry out the compression elasticity of rubber support
Modulus, shear modulus allow the angle of shear, the mechanical property tests such as coefficient of friction and compressive ultimate strength.
Existing hydraulic compression shear test device is as shown in Figure 1, the compression shear test device includes vertical loading mechanism and shearing
Loading mechanism, vertical loading mechanism include vertical load bracket, and the vertical bracket that loads includes pedestal, column 5 and crossbeam 4, the bottom of at
Vertical load cylinder 6 is provided on seat, shearing loading mechanism includes the guide rail 1 arranged in left-right direction, and guiding movement fills on guide rail
Equipped with load trolley 2, loads and be provided with horizontal addload cylinder on trolley 2, shear plate 9, horizontal addload are connected on horizontal addload cylinder
The load cell 10 for detecting shearing force is provided in the Path of Force Transfer of cylinder and shear plate.
When needing to carry out anti-shearing force test to rubber support, two rubber supports 8 are respectively placed in the upper of shear plate 9
It is vertical to load cylinder to the vertical loading force of rubber support application to simulate bridge weight between lower face and crossbeam 4 and lower platen 7, it loads
3 contact of counter-force portion of trolley applies pulling force, shearing to shear plate on crossbeam and using crossbeam as reaction frame, by horizontal addload cylinder
Plate shears two rubber supports of upper and lower sides, to simulate the shearing of the afforded bridge of the rubber support in seismic environment
Active force.Test the anti-shear performance of rubber support in this way, existing this hydraulic compression shear test device there are the problem of
In: shearing loading mechanism is measured to the pulling force of shear plate, i.e. shearing force of the shear plate to two rubber supports by force snesor
F, shearing force suffered by single rubber support is designated as F/2 in the prior art, that is to say, that force snesor in the prior art
The sum of the stress of two rubber supports can be measured, this rough meter method is inaccurate, because strictly speaking, two rubbers
Shearing force suffered by glue support is not completely the same, therefore measures cut suffered by two rubber supports simultaneously in the prior art
The sum of shear force, and then be inaccurate in such a way that average algorithm acquires the shearing force of single rubber support.
Utility model content
The purpose of this utility model is to provide the compression-shear tests that one kind can measure shearing force suffered by single rubber support
Device.
In order to solve the above technical problems, the technical solution in the utility model is as follows:
A kind of compression shear test device, including device frame, shear plate, for the shear plate apply left and right directions horizontal force
Shearing loading mechanism and vertical loading mechanism for applying from vertical active force to the shear plate, vertical loading mechanism include
The vertical load cylinder being hinged and connected by articulated structure and described device frame, articulated structure includes that hinge axes are prolonged along the longitudinal direction
The articulated shaft stretched, the vertical power output end for loading cylinder are provided with load plate, and load plate has positioned opposite with the shear plate
Load plate shear surface, between load plate shear surface and the shear plate formed for place corresponding rubber support support place
Space, is provided with load cell between load plate and described device frame, the radius of articulated shaft is less than articulated shaft axial line distance and adds
Vertical distance between support plate shear surface.
Device frame further includes the bearing beam of fixed setting, and bearing beam and vertical load cylinder are respectively placed in the shear plate
Two sides.
Articulated structure further includes bearing block, and articulated shaft is connected with vertical load cylinder, and articulated shaft passes through bearing and bearing block phase
Even.
The height of at least one end of the load cell is adjustable.
The load plate include load plate lateral part and with the vertical load plate vertical portion that is arranged in juxtaposition of load cylinder
Point, load plate lateral part is connected with the power output end of vertical load cylinder, and it is vertical that load cell is connected to the load plate
Between part and device frame.
The device frame vertical guide that guide direction vertically extends is provided on device frame, in load plate vertical section
It is provided with the load plate vertical guide that guide direction vertically extends, one end guiding movement of load cell is assemblied in
It sets in frame vertical guide, the other end guiding movement of load cell is assemblied in load plate vertical guide, load cell
It is provided between load plate vertical section for carrying out what position was fixed to load cell after the mobile adjustment of load cell
Fixing structure of sensor.
Load plate vertical guide is a vertical guiding axis, and one end of load cell is provided with guide sleeve loaded on described perpendicular
The guide sleeve of load cell and the cooperation of load plate vertical guide guiding movement, fixing structure of sensor are realized on guiding axis
Including the Top fastening screw being threadedly connected on the guide sleeve.
The utility model has the following beneficial effects: rubber support is placed in load when carrying out shearing test to rubber support
In the support placement space formed between plate shear surface and the shear plate, the vertical cylinder that loads is applied by load plate to rubber support
Add vertical loading force to simulate bridge weight, shearing loading mechanism applies horizontal direction shearing to rubber support by shear plate
Power, analyzes the stress of load plate, horizontal direction frictional force F1 of the load plate shear surface of load plate by rubber support, and dynamometry passes
Sensor is identical as size of the shear plate to the shearing force of rubber support to the pulling force F2, F1 of load plate, contrary, in addition comprehensive
Under joint force, the vertical cylinder itself that loads also has the trend around articulated shaft axis oscillating, it is assumed that make vertically to load cylinder around
The power f of articulated shaft axis oscillating, ought to, F2=F1+f, therefore the size of f value, influence the measurement accuracy to shearing force, it is assumed that hinge
Vertical distance L between spindle axial line distance load plate shear surface, vertically distance L is long depending on the stretching, extension of vertical load cylinder for this
Degree, the radius of articulated shaft are r, and the loading force of vertical loading mechanism is N, the equalising torque of load plate, then there is μ Nr=fL, in formula
μ indicates the coefficient of friction at articulated shaft, therefore f=μ Nr/L, since the radius r of articulated shaft is less than articulated shaft axial line distance load plate
Vertical distance L between shear surface, therefore the f in the utility model is less than μ N, certainly theoretically that L is bigger, f is got over
It is small, therefore load cell can be guaranteed to the measurement accuracy of shearing force.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model background technique；
Fig. 2 is the structural schematic diagram of one embodiment of the utility model；
Fig. 3 is enlarged drawing at A in Fig. 1；
Fig. 4 is the cooperation schematic diagram of device frame vertical guide and device frame in Fig. 1；
Fig. 5 is the force analysis figure that cylinder and load plate are vertically loaded in the utility model.
Specific embodiment
A kind of implementation of compression shear test device is for example shown in Fig. 2 ~ 5: including device frame, shear plate 22, for shear plate
Apply the vertical loading mechanism of vertical loading force and the shearing for applying left and right directions horizontal loading forces to shear plate loads machine
Structure.In the present embodiment, device frame includes four columns 5, is fixed on the pedestal 9 of column bottom and the footstock being fixed at the top of column
12, device frame further includes the bearing beam 7 being fixed on column, and bearing beam is in the upside of pedestal 9, bearing beam 7 with cut
The linear guide 13 that guide direction extends in left-right direction is provided between cutting plate 22.Device frame further includes being oriented to along the vertical direction
The mobile hoisting cross beam 4 being assemblied on column.
Pressure-shear test machine further includes the horizontal guide rail 1 that guide direction extends in left-right direction, and shearing loading mechanism includes leading
It is assemblied in the horizontal addload trolley 2 on horizontal guide rail to movement, is provided with for contact on horizontal addload trolley in right side uprights
On counter-force arm 3, be additionally provided with horizontal addload cylinder 10 on horizontal addload trolley, be provided on the piston rod of horizontal addload cylinder vertical
Pin shaft 11, the pin shaft hole for being connected with vertical pin shaft is provided on shear plate, and the height of vertical pin shaft 11 is greater than shear plate 22
Thickness, such shear plate can vertically have certain amount of moveing freely, without vertical loading force is passed to level
Load cylinder.
Vertical loading mechanism includes vertical load cylinder 6, and the vertical piston rod bottom for loading cylinder is fixed with load plate 30.Vertically
The upper end of load cylinder is connected by articulated structure with hoisting cross beam 4, articulated structure include axis extend along the longitudinal direction it is hinged
Axis 16 and the bearing block 17 being fixed on hoisting cross beam, bearing block 17 are fixed on the bottom of hoisting cross beam 4, and articulated shaft 16 is fixed on
The top of the cylinder body of vertical load cylinder 6, articulated shaft 16 are connected by bearing 18 with bearing block 17.The load plate that load plate 30 includes
Lateral part 19 and the load plate vertical section 23 being arranged in juxtaposition with vertical load cylinder 6, load plate lateral part 19 is fixed on perpendicular
To on the piston rod of load cylinder.The force-measuring sensing arranged in left-right direction is provided between load plate vertical section 23 and device frame
Device 27, load cell 27 is S type load cell in the utility model.The bottom of the load plate lateral part of load plate has
The radius of the load plate shear surface 20 positioned opposite with shear plate, articulated shaft 16 is less than articulated shaft axial line distance load plate shear surface
Between vertical distance.It is provided with column attachment beam 28 between two, the left side column of device frame, is provided on column attachment beam
The device frame vertical guide 29 that guide direction vertically extends, device frame vertical guide is led for dove-tail form in the present embodiment
Rail is provided with the load plate vertical guide 24 that guide direction vertically extends, force-measuring sensing in load plate vertical section 23
One end guiding movement of device 27 is assemblied in device frame vertical guide, and the other end guiding movement of load cell, which is assemblied in, to be added
In support plate vertical guide, it is provided between load cell and load plate vertical section for right after the mobile adjustment of load cell
Load cell carries out the fixed fixing structure of sensor in position.Load plate vertical guide is a vertical guiding axis, and dynamometry passes
One end of sensor is provided with guide sleeve and is loaded on vertical guiding axis to realize that load cell and load plate vertical guide guiding move
The guide sleeve 25 of dynamic cooperation, fixing structure of sensor includes the Top fastening screw 26 being threadedly connected on guide sleeve.
In use, rubber support 8 is placed between shear plate 22 and load plate shear surface 20, the vertical cylinder 6 that loads is by adding
Support plate 30 applies vertical force N to rubber support, and certain compressive deformation, corresponding force-measuring sensing can occur for this process rubber support
Device also can be mobile with load plate, after vertical force loads, unclamps Top fastening screw, adjusts the upper-lower height of load cell,
Guarantee that the height of load cell is consistent with the upper face height of shear plate as far as possible.Horizontal addload cylinder applies to the right shear plate
To pulling force, shear plate to rubber support apply right direction shearing force.Level of the load plate shear surface by rubber support
Direction frictional force F1, load cell is to the horizontal pull F2, F1 of load plate and shear plate to the big of the shearing force of rubber support
It is small identical, it is contrary, in addition under comprehensive function power, it is vertical load cylinder itself also have one around articulated shaft axis oscillating
Trend, it is assumed that make vertically to load cylinder around the power f of articulated shaft axis oscillating, ought to, F2=F1+f, therefore the size of f value influences pair
The measurement accuracy of shearing force, it is assumed that the vertical distance L between articulated shaft axial line distance load plate shear surface, the radius of articulated shaft are
R, the loading force of vertical loading mechanism are N, and the rotating torque of load plate balances, then there is μ Nr=fL, and μ Nr is bearing to articulated shaft
The moment of resistance, μ indicates the coefficient of friction at articulated shaft, the i.e. coefficient of friction of bearing, generally 0.001 ~ 0.003, therefore f in formula
=μ Nr/L, since the radius r of articulated shaft is less than the vertical distance L between articulated shaft axial line distance load plate shear surface, this
F in utility model is less than μ N's, and theoretically the ratio of r/L is smaller certainly, and in the present embodiment, r/L 0.001, i.e. L are got over
Greatly, f is with regard to smaller, therefore load cell can be guaranteed to the measurement accuracy of shearing force.F3 indicates bearing to articulated shaft in figure
Frictional force, F3=μ N.In the utility model, the vertical cylinder that loads can either apply vertical loading force to rubber support, and can pass through
Length reduces dynamometry error, guarantees dynamometry precision.
In the other embodiments of the utility model: load cell can also be spoke type load cell；Dynamometry passes
The both ends height of sensor, which can also only have one end, to be adjusted, such as the right end of load cell is hinged and connected with load plate,
Guiding movement is assemblied on device frame or the left end of load cell and device frame along the vertical direction for the left end of load cell
It is hinged and connected, guiding movement is assemblied in load plate the right end of load cell along the vertical direction.
Claims (3)
1. a kind of compression shear test device, including device frame, shear plate, for applying left and right directions horizontal force to the shear plate
Shear loading mechanism and the vertical loading mechanism for applying vertical active force to the shear plate, it is characterised in that: vertical to add
Mounted mechanism includes the vertical load cylinder being hinged and connected by articulated structure and described device frame, and articulated structure includes hinge axes edge
The articulated shaft that front-rear direction extends, the vertical power output end for loading cylinder are provided with load plate, and load plate has and the shearing
Plate load plate shear surface positioned opposite is formed between load plate shear surface and the shear plate for placing corresponding rubber support
Support placement space, be provided with load cell between load plate and described device frame, the radius of articulated shaft is less than articulated shaft
Vertical distance between axial line distance load plate shear surface.
2. compression shear test device according to claim 1, it is characterised in that: articulated structure further includes bearing block, articulated shaft
It is connected with vertical load cylinder, articulated shaft is connected by bearing with bearing block.
3. compression shear test device according to claim 1, it is characterised in that: the height of at least one end of the load cell
It spends adjustable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920330207.3U CN209589721U (en) | 2019-03-15 | 2019-03-15 | Compression shear test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920330207.3U CN209589721U (en) | 2019-03-15 | 2019-03-15 | Compression shear test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209589721U true CN209589721U (en) | 2019-11-05 |
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ID=68374275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920330207.3U Active CN209589721U (en) | 2019-03-15 | 2019-03-15 | Compression shear test device |
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| CN (1) | CN209589721U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109752242A (en) * | 2019-03-15 | 2019-05-14 | 河南交通职业技术学院 | A kind of compression shear test device |
| CN115266365A (en) * | 2022-09-28 | 2022-11-01 | 中国矿业大学(北京) | Device for simultaneously measuring stress field and real contact area in sliding process of contact surface |
-
2019
- 2019-03-15 CN CN201920330207.3U patent/CN209589721U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109752242A (en) * | 2019-03-15 | 2019-05-14 | 河南交通职业技术学院 | A kind of compression shear test device |
| CN115266365A (en) * | 2022-09-28 | 2022-11-01 | 中国矿业大学(北京) | Device for simultaneously measuring stress field and real contact area in sliding process of contact surface |
| CN115266365B (en) * | 2022-09-28 | 2022-12-02 | 中国矿业大学(北京) | Device for simultaneously measuring stress field and real contact area in contact surface sliding process |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 450000 No. 165 Nautical Middle Road, Erqi District, Zhengzhou City, Henan Province Patentee after: HENAN VOCATIONAL AND TECHNICAL College OF COMMUNICATIONS Patentee after: Henan Jiaoyuan Engineering Technology Group Co.,Ltd. Address before: 450000 No. 165 Nautical Middle Road, Erqi District, Zhengzhou City, Henan Province Patentee before: HENAN VOCATIONAL AND TECHNICAL College OF COMMUNICATIONS Patentee before: HENAN JIAOYUAN ENGINEERING TECHNOLOGY Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |