CN207448791U - A kind of agitator for cement mortar with damping device - Google Patents
A kind of agitator for cement mortar with damping device Download PDFInfo
- Publication number
- CN207448791U CN207448791U CN201721247692.5U CN201721247692U CN207448791U CN 207448791 U CN207448791 U CN 207448791U CN 201721247692 U CN201721247692 U CN 201721247692U CN 207448791 U CN207448791 U CN 207448791U
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- Prior art keywords
- steel ball
- energy dissipating
- motor
- dissipating steel
- pedestal
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- Expired - Fee Related
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- 238000013016 damping Methods 0.000 title claims abstract description 25
- 239000011083 cement mortar Substances 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 110
- 239000010959 steel Substances 0.000 claims abstract description 110
- 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 abstract description 50
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 238000012360 testing method Methods 0.000 claims abstract description 26
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 8
- 239000000741 silica gel Substances 0.000 claims description 8
- 229910002027 silica gel Inorganic materials 0.000 claims description 8
- 229960001866 silicon dioxide Drugs 0.000 claims description 8
- 238000002474 experimental method Methods 0.000 claims description 2
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 10
- 230000033001 locomotion Effects 0.000 description 9
- 239000004568 cement Substances 0.000 description 7
- 238000005381 potential energy Methods 0.000 description 7
- 230000003139 buffering effect Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000003756 stirring Methods 0.000 description 4
- 238000012546 transfer Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a kind of agitator for cement mortar with damping device, the pedestal being supported including motor and to motor, damping device is equipped between motor and pedestal, damping device is connected the elastic parts that the other end is connected with pedestal and the energy dissipating steel ball being connected with elastic parts with motor including one end；Elastic parts includes upper extension spring and lower extension spring, is fixedly connected with draw ring on motor, lower draw ring is fixedly connected on pedestal, energy dissipating steel ball upper and lower ends have been fixedly connected with connection ring；The upper connection ring clasp joint for stretching spring one end and the other end and energy dissipating steel ball upper end being connect with pulling up bail, the lower connection ring clasp joint for stretching spring one end and the other end and energy dissipating steel ball lower end being connect with pulling down bail, upper extension spring and lower extension spring are in the state of being stretched；Energy dissipating steel ball is hollow structure, and water is housed in energy dissipating steel ball, the utility model has the advantages that the vibrations that can reduce motor generation are transferred to testing stand.
Description
Technical field
The utility model is related to a kind of agitator for cement mortar, more particularly to a kind of cement paste with damping device stirs
Mix machine.
Background technology
Agitator for cement mortar uses net slurry for that will stir into uniform test after cement and water mix as defined in standard,
It is widely used in professional universities and colleges and R＆D institution's cement testing room.
Such as the Chinese patent that notification number is CN205201797U, it discloses a kind of agitator for cement mortar.Including double speed
Motor, shaft joint, worm screw, silo, transmission-case cover, turbine, gear one, main shaft, gear two, transmission case, internal gear, eccentric mounting,
Planetary gear, stirring rachis, adjusting nut, paddle, agitated kettle, bearing, pedestal, handle, column.Silo is placed on bearing
On, cement and water to be mixed are put into silo, start double-speed motor, double-speed motor drive paddle rotate, to cement into
Row stirring.
In general, pedestal is placed on testing stand, other instruments may be placed on testing stand, when double-speed motor is run, meeting
It shakes, double-speed motor drives column and pedestal vibrations, and vibrations are passed to testing stand by pedestal, and testing stand generates meeting after vibrations
Influence the normal work of other instruments.
Utility model content
The purpose of this utility model is to provide a kind of agitator for cement mortar with damping device, and advantage is can to subtract
The vibrations that few motor generates are transferred to testing stand.
The above-mentioned technical purpose of the utility model technical scheme is that：One kind carries damping device
Agitator for cement mortar, including motor and to the pedestal that motor is supported, damping device is equipped between motor and pedestal, is subtracted
Shake device is connected the elastic parts that the other end is connected with pedestal and the energy dissipating steel being connected with elastic parts with motor including one end
Ball.
Through the above technical solutions, when motor shakes elastic component is driven to stretch vibrations, with dynamic elasticity when motor moves upwards
Component strain extends, and during being somebody's turn to do, a part of kinetic energy that elastic parts moves upwards motor is converted into elastic potential energy.Meanwhile
Elastic parts drives energy dissipating steel ball to move upwards, will not be quickly with elastic group since energy dissipating steel ball has certain effect of inertia
Part moves upwards, and therefore, the vibration frequency of energy dissipating steel ball has hysteresis quality compared with motor.When motor moves downward, energy dissipating steel
Ball may continue to move upwards, at this point, elastic parts is smaller to the pulling force of motor.Therefore, damping device transports motor upwards
With larger inhibition, the amplitude of the motor vibrations of reduction, so as to reduce the vibrations that motor is transferred to testing stand when dynamic.
The utility model is further arranged to：The elastic parts includes upper extension spring and lower extension spring, on motor
Draw ring is fixedly connected with, lower draw ring is fixedly connected on pedestal, energy dissipating steel ball upper and lower ends have been fixedly connected with connection ring；On
Extension spring one end connects the connection ring clasp joint of the other end and energy dissipating steel ball upper end, lower stretching spring one end and drop-down with pull-up bail
Bail connects the connection ring clasp joint of the other end and energy dissipating steel ball lower end, and upper extension spring and lower extension spring are in by drawing shape
State.
Through the above technical solutions, motor can move up and down when shaking vertically, during motor moves upwards,
Upper extension spring is gradually stretched, upper extension spring gradually extends, while a part of kinetic energy of motor is converted into elastic potential energy, right
Motor is moved upwards into row buffering.Upper stretching spring band moves energy dissipating steel ball and moves upwards, and energy dissipating steel ball quality is bigger, and inertia is made
With bigger, energy dissipating steel ball will not be moved upwards with upper extension spring quickly.After energy dissipating steel ball moves upwards, lower stretch is driven
Spring extends, and a part of kinetic energy of energy dissipating steel ball is converted into elastic potential energy by lower extension spring, to energy dissipating steel ball into row buffering.This
At present the tension of extension spring gradually increases, and upper stretching tension force of spring is gradually reduced.The vibration frequency of motor is than energy dissipating steel ball
Vibration frequency it is low, when energy dissipating steel ball continues up, motor vibrations direction change and move downward, upper stretching bullet
Spring is gradually shortened, and after upper extension spring shortens to a certain extent, lower stretching tension force of spring is more than upper stretching tension force of spring, on
Extension spring is less than the pulling force of energy dissipating steel ball the pulling force of lower extension spring, and energy dissipating steel ball, which tapers off, to be moved upwards, Ran Houxiang
Lower movement at this point, motor may move upwards again, so on circulate, reaches energy dissipating purpose.Vibrations are reduced to transfer to pedestal,
So as to which the vibrations for reducing motor generation are transferred to testing stand.The service life of upper extension spring and lower extension spring is higher, bullet
Property coefficient is bigger, occupies little space.
The utility model is further arranged to：The elastic parts includes upper elastic string and lower elastic string, is fixed on motor
Draw ring is connected with, lower draw ring is fixedly connected on pedestal, energy dissipating steel ball upper and lower ends have been fixedly connected with connection ring；Upper elasticity
Rope one end is fixedly connected with the other end with upper draw ring and is fixedly connected with the connection ring of energy dissipating steel ball upper end, lower elastic string one end and drop-down
Ring is fixedly connected with the other end and is fixedly connected with the connection ring of energy dissipating steel ball lower end, and upper elastic string and lower elastic string are in being stretched
State.
Through the above technical solutions, motor can move up and down when shaking vertically, during motor moves upwards,
Upper elastic string is gradually stretched, upper elastic string gradually extends, while a part of kinetic energy of motor is converted into elastic potential energy, to motor
It moves upwards into row buffering.Upper elastic string drives energy dissipating steel ball to move upwards, and energy dissipating steel ball quality is bigger, and effect of inertia compares
Greatly, energy dissipating steel ball will not be moved upwards with upper elastic string quickly.After energy dissipating steel ball moves upwards, lower elastic rope elongation is driven,
A part of kinetic energy of energy dissipating steel ball is converted into elastic potential energy by lower elastic string, to energy dissipating steel ball into row buffering.This elastic string at present
Tension gradually increase, the tension of upper elastic string is gradually reduced.The vibration frequency of motor is lower than the vibration frequency of energy dissipating steel ball, when
When energy dissipating steel ball continues up, motor vibrations direction changes and moves downward, and upper elastic string is gradually shortened, upper elasticity
After rope shortens to a certain extent, the tension of lower elastic string is more than the tension of upper elastic string, and upper elastic string is to the pulling force of energy dissipating steel ball
Less than the pulling force of lower elastic string, energy dissipating steel ball, which tapers off, to be moved upwards, and is then moved downward, at this point, motor is possible and upward
Movement, so on circulate, reaches energy dissipating purpose.It reduces vibrations to transfer to pedestal, so as to reduce the vibrations of motor generation to examination
Test platform transmission.The tension adjustment of upper elastic string and lower elastic string is convenient, when tension is inadequate, can shorten length, and when overtension can
To increase length.And cost can improve damping effect using more simultaneously than relatively low.
The utility model is further arranged to：The energy dissipating steel ball is hollow structure, and water, the body of water are housed in energy dissipating steel ball
Product is less than the volume of energy dissipating steel ball inner cavity.
Through the above technical solutions, when energy dissipating steel ball shakes, water sport, the vibration frequency of water and the shake of energy dissipating steel ball are driven
Dynamic frequency is different, and effect of inertia size is also different.When energy dissipating steel ball moves downward water is driven to move downward, when energy dissipating steel ball is upward
During movement, water may also have the trend moved downward, at this point, water offsets a part of kinetic energy of energy dissipating steel ball, reduce energy dissipating steel
The vibration amplitude of ball.The volume of water is less than the volume of energy dissipating steel ball inner cavity, and extra space can supply water in energy dissipating steel ball inner cavity
Flowing improves the shock-absorbing effect of water.
The utility model is further arranged to：Resilient rubbber cushion is fixedly connected with below the pedestal, resilient rubbber cushion is remote
One side and testing stand surface from pedestal is inconsistent.
Through the above technical solutions, resilient rubbber cushion vibrations are driven when pedestal shakes, the frequency and elastic rubber of pedestal shake
The vibration frequency of pad is different, the vibrations direction of pedestal and the vibrations direction of resilient rubbber cushion it is most of on the contrary, pedestal vibrations one
The kinetic energy of part kinetic energy and resilient rubbber cushion is cancelled out each other, and is transferred so as to reduce vibrations to testing stand.
The utility model is further arranged to：Silica-gel antiskid pad is fixedly connected with below the resilient rubbber cushion, silica gel is prevented
One side of the skidding away from resilient rubbber cushion and testing stand surface are inconsistent.
Through the above technical solutions, after silica-gel antiskid pad can prevent agitator for cement mortar to be subject to the thrust of horizontal direction
It is slided along testing stand, energy dissipating steel ball is avoided to swing in the horizontal direction, reduce the vibrations that horizontal direction is generated to pedestal.
In conclusion the utility model has the advantages that：
1st, one end that upper extension spring and lower extension spring are located remotely from each other is connected respectively with motor and pedestal, close to each other
One end is connected respectively with energy dissipating steel ball both ends, is driven when motor shakes and is stretched telescopic spring vibrations, and upper stretching spring band, which moves, to disappear
Energy steel ball moves up and down, and the effect of inertia of energy dissipating steel ball makes its vibration frequency have hysteresis quality, motor vibrations side compared with motor
To the vibrations direction of major part and energy dissipating steel ball on the contrary, the kinetic energy that motor part vibrations generate is offset by energy dissipating steel ball, reduce
The vibrations of motor are transferred to pedestal, reduce the vibrations that motor generates and are transferred to testing stand；
2nd, one end that upper elastic string and lower elastic string are located remotely from each other is connected respectively with motor and pedestal, one end close to each other
It is connected respectively with energy dissipating steel ball both ends, upper elastic string is driven to stretch vibrations when motor shakes, on upper elastic string drive energy dissipating steel ball
Lower movement, the effect of inertia of energy dissipating steel ball make its vibration frequency have hysteresis quality compared with motor, and motor vibrations direction is most of
With the vibrations direction of energy dissipating steel ball on the contrary, the kinetic energy that motor part vibrations generate is offset by energy dissipating steel ball, reduce the shake of motor
It is dynamic to be transferred to pedestal, it reduces the vibrations that motor generates and is transferred to testing stand；
3rd, equipped with water in energy dissipating steel ball, when energy dissipating steel ball shakes, driving water, the direction of motion of water changes frequency in internal flow
Rate is smaller than energy dissipating steel ball vibrations direction change frequency, and the movement of water has hysteresis quality, the direction of motion of water compared with energy dissipating steel ball
There is a situation where opposite with the energy dissipating steel ball direction of motion, a part of kinetic energy of energy dissipating steel ball can be offset.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the schematic diagram for embodying damping device structure；
Fig. 3 is the schematic diagram for embodying energy dissipating steel ball structure；
Fig. 4 is the schematic diagram for embodying upper elastic string and lower elastic rope structure.
In figure, 1, pedestal；2nd, column；3rd, motor；4th, paddle；5th, damping device；51st, upper extension spring；52nd, lower stretching
Spring；53rd, energy dissipating steel ball；54th, connection ring；55th, upper draw ring；56th, lower draw ring；57th, water；58th, upper elastic string；59th, lower elastic string；
6th, resilient rubbber cushion；7th, silica-gel antiskid pad.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1：A kind of agitator for cement mortar with damping device, as shown in Figure 1, agitator for cement mortar includes
Pedestal 1, the vertical column 2 being fixedly connected on above pedestal 1 and the motor 3 for being arranged on 2 upper end of column, the shell of motor 3 is with standing
Column 2 is fixedly connected, and pedestal 1 is supported on testing stand（It is not drawn into figure）Above.3 output shaft of motor is connected with paddle 4, motor 3
Paddle 4 can be driven to rotate, paddle 4 is used to be stirred cement when rotating.Motor 3 can generate vibrations when running, and shake
It is dynamic that testing stand is transferred to by column 2 and pedestal 1, testing stand is caused to generate certain vibrations, influence is placed on testing stand
The normal work of other instruments.Damping device 5 is located at the one end of motor 3 away from paddle 4, and positioned at motor 3 and pedestal 1 it
Between, 5 one end of damping device and the cage connection of motor 3, the other end are connected with pedestal 1, for absorbing the vibrations of the generation of motor 3.
Four Angle Positions below 3 pedestal 1 of motor are fixedly connected with flexible rubber pad 6, and resilient rubbber cushion 6 is away from pedestal
1 one side and testing stand surface are inconsistent, when pedestal 1 shakes resilient rubbber cushion 6 are driven to shake, the frequency that pedestal 1 shakes and elasticity
The vibration frequency of rubber pad 6 is different, and the vibrations direction of pedestal 1 is most of on the contrary, pedestal 1 with the vibrations direction of resilient rubbber cushion 6
The kinetic energy of a part of kinetic energy and resilient rubbber cushion 6 of vibrations is cancelled out each other, and is transferred so as to reduce vibrations to testing stand.
Resilient rubbber cushion 6 has been fixedly connected with one layer of silica-gel antiskid pad 7 below, and silica-gel antiskid pad 7 can prevent that cement is net
Slurry mixer be subject to 57 squares of water to thrust after slide along testing stand, energy dissipating steel ball 53 is avoided to subtract along 57 squares of water to swing
It is small pedestal 1 is generated 57 squares of water to vibrations.
As shown in Fig. 2, damping device 5 includes upper extension spring 51, lower extension spring 52 and positioned at upper 51 and of extension spring
Energy dissipating steel ball 53 between lower extension spring 52, upper extension spring 51 and lower extension spring 52 keep vertical state and vertical
It is mutually aligned on direction.53 top and bottom of energy dissipating steel ball have been fixedly connected with connection ring 54, the drawing of upper 51 lower end of extension spring
Hook and 54 clasp joint of connection ring of 53 upper end of energy dissipating steel ball, the drag hook of lower 52 upper end of extension spring and the connection of 53 lower end of energy dissipating steel ball
54 clasp joint of ring.
Draw ring 55 is fixedly connected with below the shell of motor 3, pedestal 1 is fixedly connected with upper draw ring 55 vertical above
The lower draw ring 56 to align on direction, the drag hook of upper 51 upper end of extension spring and upper 55 clasp joint of draw ring, lower 52 lower end of extension spring
Drag hook and lower 56 clasp joint of draw ring.Upper extension spring 51 and lower extension spring 52 are in tensional state.
Motor 3 can move up and down when shaking vertically, during motor 3 moves upwards, gradually stretch and stretch
Spring 51, upper extension spring 51 gradually extends, while a part of kinetic energy of motor 3 is converted into elastic potential energy, upward to motor 3
It moves into row buffering.Upper extension spring 51 drives energy dissipating steel ball 53 to move upwards, and 53 mass of energy dissipating steel ball is bigger, effect of inertia
Bigger, energy dissipating steel ball 53 will not be moved upwards with upper extension spring 51 quickly.After energy dissipating steel ball 53 moves upwards, under drive
Extension spring 52 extends, and a part of kinetic energy of energy dissipating steel ball 53 is converted into elastic potential energy by lower extension spring 52, to energy dissipating steel ball
53 into row buffering.The tension of extension spring 52 is descended gradually to increase at this time, the tension of upper extension spring 51 is gradually reduced.
The vibration frequency of motor 3 is lower than the vibration frequency of energy dissipating steel ball 53, when energy dissipating steel ball 53 continues up, electricity
Machine 3 shakes direction and changes and move downward, and upper extension spring 51 is gradually shortened, and upper extension spring 51 shortens to a certain extent
Afterwards, the tension of lower extension spring 52 is more than the tension of upper extension spring 51, and upper extension spring 51 is small to the pulling force of energy dissipating steel ball 53
In the pulling force of lower extension spring 52, energy dissipating steel ball 53, which tapers off, to be moved upwards, and is then moved downward, at this point, motor 3 may be again
It moves upwards, so on circulate, reaches energy dissipating purpose.The vibrations that motor 3 is transferred to column 2 are reduced, reduce vibrations to pedestal 1
It transfers, so as to which the vibrations for reducing the generation of motor 3 are transferred to testing stand.
As shown in figure 3, energy dissipating steel ball 53 is hollow structure, inside is equipped with water 57, and the volume of water 57 is in energy dissipating steel ball 53
The half of chamber volume.When energy dissipating steel ball 53 shakes, water 57 is driven to move, the vibration frequency of water 57 and the vibrations frequency of energy dissipating steel ball 53
Rate is different, and effect of inertia size is also different.When energy dissipating steel ball 53 moves downward drive water 57 move downward, when energy dissipating steel ball 53 to
During upper movement, water 57 may also have the trend moved downward, at this point, water 57 offsets a part of kinetic energy of energy dissipating steel ball 53, subtract
The vibration amplitude of small energy dissipating steel ball 53.
The course of work：When motor 3 is run, the flexible vibrations of extension spring 51, upper extension spring 51 drive energy dissipating steel in drive
Ball 53 moves up and down, and energy dissipating steel ball 53 drives the lower flexible vibrations of extension spring 52.When motor 3 moves downward, upper extension spring 51
It being gradually shortened, the tension of lower extension spring 52 is more than the tension of upper extension spring 51, since the weight of energy dissipating steel ball 53 is bigger,
Effect of inertia is bigger, will not be moved downward quickly with lower extension spring 52.The vibration frequency of motor 3 is more than energy dissipating steel ball 53
Vibration frequency, when energy dissipating steel ball 53 moves downward, motor 3 may start to move upwards, and upper extension spring 51, which is gradually stretched, stretches
Long, the kinetic energy of energy dissipating steel ball 53 is cancelled out each other with a kinetic energy part for motor 3, so as to weaken the energy of the vibrations of motor 3, reduces electricity
The vibrations of machine 3 reduce the vibrations that motor 3 is transferred to pedestal 1 by column 2, so as to which the vibrations for reducing motor 3 are transferred to experiment
Platform.
Embodiment 2：Difference from Example 1 is, as shown in figure 4, being equipped between energy dissipating steel ball 53 and upper draw ring 55
Upper elastic string 58, upper 58 upper end of elastic string are fixedly connected with upper draw ring 55, lower end and 53 upper end of energy dissipating steel ball of upper elastic string 58
Connection ring 54 be fixedly connected.Lower elastic string 59 is equipped between energy dissipating steel ball 53 and lower draw ring 56, lower 59 upper end of elastic string is with disappearing
The connection ring 54 of 53 lower end of energy steel ball is fixedly connected, and lower 59 lower end of elastic string is fixedly connected with lower draw ring 56.Upper 58 He of elastic string
Lower elastic string 59 is in the state of being stretched.
This specific embodiment is only explanation to the utility model, is not the limitation to the utility model, ability
Field technique personnel can as needed make the present embodiment the modification of no creative contribution after this specification is read, but
As long as it is all protected in the right of the utility model be subject to Patent Law.
Claims (6)
1. a kind of agitator for cement mortar with damping device, including motor（3）With to motor（3）The pedestal being supported
（1）, it is characterized in that：Motor（3）And pedestal（1）Between be equipped with damping device（5）, damping device（5）Including one end and motor（3）
Connect the other end and pedestal（1）The elastic parts of connection and the energy dissipating steel ball being connected with elastic parts（53）.
2. a kind of agitator for cement mortar with damping device according to claim 1, it is characterized in that：The elasticity group
Part includes upper extension spring（51）With lower extension spring（52）, motor（3）On be fixedly connected with draw ring（55）, pedestal（1）On
It is fixedly connected with lower draw ring（56）, energy dissipating steel ball（53）Upper and lower ends have been fixedly connected with connection ring（54）；Upper extension spring
（51）One end and upper draw ring（55）The clasp joint other end and energy dissipating steel ball（53）The connection ring of upper end（54）Clasp joint, lower extension spring
（52）One end and lower draw ring（56）The clasp joint other end and energy dissipating steel ball（53）The connection ring of lower end（54）Clasp joint, upper extension spring
（51）With lower extension spring（52）It is in the state of being stretched.
3. a kind of agitator for cement mortar with damping device according to claim 1, it is characterized in that：The elasticity group
Part includes upper elastic string（58）With lower elastic string（59）, motor（3）On be fixedly connected with draw ring（55）, pedestal（1）Upper fixation
It is connected with lower draw ring（56）, energy dissipating steel ball（53）Upper and lower ends have been fixedly connected with connection ring（54）；Upper elastic string（58）One end
With upper draw ring（55）It is fixedly connected with the other end and energy dissipating steel ball（53）The connection ring of upper end（54）It is fixedly connected, lower elastic string（59）
One end and lower draw ring（56）It is fixedly connected with the other end and energy dissipating steel ball（53）The connection ring of lower end（54）It is fixedly connected, upper elastic string
（58）With lower elastic string（59）It is in the state of being stretched.
4. a kind of agitator for cement mortar with damping device according to any one of claims 1 to 3, it is characterized in that：
The energy dissipating steel ball（53）For hollow structure, energy dissipating steel ball（53）It is interior that water is housed（57）, water（57）Volume be less than energy dissipating steel ball
（53）The volume of inner cavity.
5. a kind of agitator for cement mortar with damping device according to any one of claims 1 to 3, it is characterized in that：
The pedestal（1）Resilient rubbber cushion is fixedly connected with below（6）, resilient rubbber cushion（6）Away from pedestal（1）One side and testing stand
Surface is inconsistent.
6. a kind of agitator for cement mortar with damping device according to claim 5, it is characterized in that：The elasticity rubber
Rubber cushion（6）Silica-gel antiskid pad is fixedly connected with below（7）, silica-gel antiskid pad（7）Away from resilient rubbber cushion（6）One side and experiment
Platform surface is inconsistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721247692.5U CN207448791U (en) | 2017-09-26 | 2017-09-26 | A kind of agitator for cement mortar with damping device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721247692.5U CN207448791U (en) | 2017-09-26 | 2017-09-26 | A kind of agitator for cement mortar with damping device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207448791U true CN207448791U (en) | 2018-06-05 |
Family
ID=62284400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721247692.5U Expired - Fee Related CN207448791U (en) | 2017-09-26 | 2017-09-26 | A kind of agitator for cement mortar with damping device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207448791U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108941184A (en) * | 2018-07-09 | 2018-12-07 | 台州骊威环保科技有限公司 | A kind of breaking soil remediation equipment of modified form |
-
2017
- 2017-09-26 CN CN201721247692.5U patent/CN207448791U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108941184A (en) * | 2018-07-09 | 2018-12-07 | 台州骊威环保科技有限公司 | A kind of breaking soil remediation equipment of modified form |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180605 |