CN108385968A - Heavy burden form assembly support system - Google Patents
Heavy burden form assembly support system Download PDFInfo
- Publication number
- CN108385968A CN108385968A CN201810177171.XA CN201810177171A CN108385968A CN 108385968 A CN108385968 A CN 108385968A CN 201810177171 A CN201810177171 A CN 201810177171A CN 108385968 A CN108385968 A CN 108385968A
- Authority
- CN
- China
- Prior art keywords
- plate
- piston
- cavity
- damping
- rectangular slab
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/32—Details
- F16F9/3207—Constructional features
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/32—Details
- F16F9/34—Special valve constructions; Shape or construction of throttling passages
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/32—Details
- F16F9/48—Arrangements for providing different damping effects at different parts of the stroke
- F16F9/483—Arrangements for providing different damping effects at different parts of the stroke characterised by giving a particular shape to the cylinder, e.g. conical
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F9/00—Springs, vibration-dampers, shock-absorbers, or similarly-constructed movement-dampers using a fluid or the equivalent as damping medium
- F16F9/32—Details
- F16F9/53—Means for adjusting damping characteristics by varying fluid viscosity, e.g. electromagnetically
- F16F9/535—Magnetorheological [MR] fluid dampers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of heavy burden form assembly support systems, including supporting rod and the bearing for being set to supporting rod bottom, and bearing includes bottom plate, top plate, damping shock absorption column and lateral Displacement clamping screw;The section of supporting rod is integrally formed to form upper junction plate for the upper end of " ten " font and supporting rod, and the lower end of supporting rod is integrally formed to form lower connecting plate, and upper junction plate and lower connecting plate are respectively arranged with connecting hole, and connecting hole is the rectangular distribution on being correspondingly connected with plate;Bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab;The two opposite sides side of upper rectangular slab is fixedly installed vertical plate, the two opposite sides side of the lower rectangular slab is respectively arranged with lower vertical plate corresponding with the upper vertical plate, and the upper vertical plate and lower vertical plate are respectively arranged with vertical strip-shaped hole under vertical strip-shaped hole;Damping shock absorption column cooperation lateral Displacement clamping screw is supported between rectangular slab and lower rectangular slab for providing Damper Braces power straight up for upper rectangular slab.
Description
Technical field
The present invention relates to building implement fields, and in particular to a kind of heavy burden form assembly support system.
Background technology
Since construction loads is big when large volume cast-in-place concrete floor, the construction of big section cast-in-place concrete conversion beam, mould
Plate engineering is known as heavy burden template, and generally using when scaffold building form bracing system, there may be bearing capacity and stability are insufficient
The problem of, since shaped steel is held out against and inconvenience is torn open up and down when removing support system again when using type steel scaffold combined support system
It removes, directly by beaing dismounting, there may be strike the problems such as bad etc.;And when support, due to vibrations or the ground of nearby constructing
When shake, since support system is without shock-absorbing function, support system fracture is easily led to, causes safety accident, and supporting rod has peace
The problems such as dress is inconvenient, and bonding strength is low after supporting rod installation.
Therefore, in order to solve the above problem, a kind of heavy burden form assembly support system is needed, support system is easy for installation, even
Connect intensity height, and height is adjustable, versatility is good, can Reusability, make support system convenient for dismantling, support construction intensity is high, together
When there is shock-absorbing function, construction vibrations can be directed to and situations such as earthquake provide effective damping, ensure the safety of support system.
Invention content
In view of this, the purpose of the present invention is overcoming defect in the prior art, heavy burden form assembly support system is provided,
Support system is easy for installation, and bonding strength is high, and height is adjustable, and versatility is good, can Reusability, make support system convenient for tearing open
Solution, support construction intensity is high, while having shock-absorbing function, can be directed to situations such as constructing vibrations and earthquake and provide effective damping,
Ensure the safety of support system.
The heavy burden form assembly support system of the present invention, including supporting rod and the bearing for being set to supporting rod bottom, it is described
Bearing includes bottom plate, top plate, damping shock absorption column and lateral Displacement clamping screw;
The section of the supporting rod is integrally formed to form upper junction plate for the upper end of " ten " font and supporting rod, supporting rod
Lower end is integrally formed to form lower connecting plate, and the upper junction plate and lower connecting plate are respectively arranged with connecting hole, and the connecting hole is
The rectangular distribution on being correspondingly connected with plate;The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab;The upper rectangular slab
Two opposite sides side be fixedly installed vertical plate, the two opposite sides side of the lower rectangular slab be respectively arranged with it is described perpendicular
The corresponding lower vertical plate of straight panel, the upper vertical plate and lower vertical plate are vertically provided with vertical strip-shaped hole and are erected with upper respectively
To the corresponding lower vertical strip-shaped hole of strip-shaped hole;The lateral Displacement clamping screw passes through upper vertical strip-shaped hole and lower vertical strip-shaped hole
Lap simultaneously locks upper vertical plate and lower vertical plate;The damping shock absorption column cooperation lateral Displacement clamping screw is supported in square
For providing Damper Braces power straight up for upper rectangular slab between shape plate and lower rectangular slab.
Further, the damping shock absorption column includes cylinder block and top piston bar, intermediate fixed setting in the cylinder block
It is useful for for cylinder block inner cavity being divided into the intermediate of epicoele and cavity of resorption, forms the increasing that internal diameter is less than epicoele internal diameter in the intermediate
Journey plunger shaft is provided in the increasing journey plunger shaft and is divided into upper increasing journey plunger shaft and lower increasing journey piston for that will increase journey plunger shaft
The increasing journey piston of chamber increases journey work and is fixedly installed increasing journey piston rod beyond the Great Wall, and the lower intracavitary of the cylinder block is full of damping fluid, increases journey
The lower end of piston rod is fixed with the damping piston that cavity of resorption is placed in interval;The increasing journey epicoele is connected to the epicoele of cylinder block.
Further, the damping fluid is magnetorheological fluid, and the damping piston is to be fixed on the permanent magnetism for increasing journey piston-rod lower end
Iron hoop, the outer circle of the permanent magnet ring and the radially spaced setting of the inner wall of cavity of resorption and the damp channel for forming annular.
Further, further include flow increasing component for driving damping fluid by damp channel, the flow increasing component includes resistance
Buddhist nun's liquid drives piston, resetting spring, interlayer and closing set;The interlayer is set to lower intracavitary and cavity of resorption is separated into arrangement up and down
The first cavity of resorption and the second cavity of resorption, the damping piston is located at second time intracavitary, and the outer edge of interlayer is provided with axial passage, institute
Damping fluid driving piston is stated to be located at first time intracavitary and the first cavity of resorption sealed spacer is divided into transformation chamber and back cavity, the transformation
Chamber is connected to lower increasing journey plunger shaft, and the damping fluid driving piston is fixed on the liquid flow for increasing journey piston rod and driving in back cavity
Enter the second cavity of resorption through axial passage, the lower face of the closing set is sealingly fastened in the upper surface of damping piston and upper end seals
It slides axially cooperation across interlayer and with interlayer, the axial passage is located at closing set radial outside, the interlayer middle part
Divide the lower face for being fixed on intermediate by connecting pole, the connecting pole hermetically passing damping fluid that piston is driven simultaneously to be driven with damping fluid
Piston is slidably matched;The resetting spring, which is located between damping fluid driving piston and interlayer and is coated at, increases journey piston rod.
Further, it is that internal diameter is gradually reduced from top to bottom with the corresponding section of damping piston stroke in the second cavity of resorption inner circle
Reducing curved surface.
Further, the interlayer, closing set enclose to set to be formed with damping piston and inner cavity are isolated, the isolation inner cavity, transformation chamber
It is both provided with the pressure regulation ball for changing balance corresponding cavity inner volume variation by own vol with second time intracavitary.
Further, the upper vertical strip-shaped hole and lower vertical strip-shaped hole are set on same upper vertical plate and lower vertical plate respectively
It is set to laterally two arranged side by side;Two lateral Displacement clamping screws positioned at same side are both secured to a lateral batten, laterally
Batten includes left lateral batten and right lateral batten.
Further, the bottom plate is integrally formed with lower vertical plate and fixes, and the top plate is integrally formed with upper vertical plate and fixes.
The beneficial effects of the invention are as follows:A kind of heavy burden form assembly support system disclosed by the invention, support system installation
Convenient, bonding strength is high, the release of lateral Displacement clamping screw and locking, can be high to the overlapping of upper vertical plate and lower vertical plate
Degree be adjusted and fix, and then adjust bearing height, and upper vertical plate and lower vertical plate can effectively limit top plate and
Horizontal degree of freedom between bottom plate, while being supported between setting top plate and bottom plate by the way that damping shock absorption column is arranged, and then form resistance
Buddhist nun support so that the height of bearing is adjustable, and versatility is good, can Reusability, make support system convenient for dismantling, support construction intensity
Height, while there is shock-absorbing function, situations such as constructing vibrations and earthquake can be directed to, effective damping is provided, ensure the peace of support system
Quan Xing.
Description of the drawings
The invention will be further described with reference to the accompanying drawings and examples:
Fig. 1 is the structural diagram of the present invention;
Fig. 2 is the A-A sectional views of Fig. 1;
Fig. 3 is the structural schematic diagram of damping shock absorption column in the present invention.
Specific implementation mode
Fig. 1 is the structural diagram of the present invention, and Fig. 2 is the A-A sectional views of Fig. 1, and Fig. 3 is damping shock absorption column in the present invention
Structural schematic diagram as shown, the heavy burden form assembly support system in the present embodiment, including supporting rod and is set to supporting rod
The bearing of bottom, the bearing include bottom plate 2, top plate 2a, damping shock absorption column and lateral Displacement clamping screw 5;
The section of the supporting rod is integrally formed to form upper junction plate for the upper end of " ten " font and supporting rod, the support
Bar is integrally formed there are two support plate (including support plate 1a and support plate 1b) staggeredly and is formed, and it is convenient to be conducive to prepare, light weight,
Structural strength is high, and the lower end of supporting rod is integrally formed to form lower connecting plate 1c, and the upper junction plate and lower connecting plate are respectively set
There is connecting hole 1d, being correspondingly arranged there are four connecting hole and by bolt with connecting hole on the top plate makes lower connecting plate be pasted with top plate
Attached fixation, guarantee is easy for installation, is conveniently connected and fixed;The connecting hole is the rectangular distribution on being correspondingly connected with plate;On described
The two opposite sides side of rectangular slab is fixedly installed vertical plate, and the two opposite sides side of the lower rectangular slab is respectively arranged with and institute
The corresponding lower vertical plate 4 of vertical plate 3 is stated, the upper vertical plate and lower vertical plate are vertically provided with vertical strip-shaped hole respectively
Lower vertical strip-shaped hole corresponding with upper vertical strip-shaped hole;The lateral Displacement clamping screw passes through upper vertical strip-shaped hole to be erected with lower
To strip-shaped hole lap and lock upper vertical plate and lower vertical plate;The damping shock absorption column 7 coordinates lateral Displacement clamping screw
It is supported between rectangular slab and lower rectangular slab for providing Damper Braces power straight up for upper rectangular slab;The bearing is set
It is placed in the bottom of support column, the release by lateral Displacement clamping screw and locking can be to upper vertical plate and lower vertical plates
Stack height is adjusted and fixes, and then adjusts the height of bearing, and upper vertical plate and lower vertical plate can be limited effectively
Horizontal degree of freedom between top plate and bottom plate, while being supported between setting top plate and bottom plate by the way that damping shock absorption column is arranged, in turn
Formed Damper Braces so that the height of bearing is adjustable, and versatility is good, can Reusability, make support system convenient for dismantling, support knot
Structure intensity is high, while having shock-absorbing function, can be directed to situations such as constructing vibrations and earthquake and provide effective damping, ensure supporter
The safety of system.
In the present embodiment, the damping shock absorption column includes cylinder block 9 and top piston bar 8, intermediate solid in the cylinder block
Surely it is provided with the intermediate 11 for cylinder block inner cavity to be divided into epicoele 10 and cavity of resorption, forms internal diameter in the intermediate less than upper
The increasing journey plunger shaft of intracavitary diameter is provided in the increasing journey plunger shaft and is divided into upper increasing journey plunger shaft 12 for that will increase journey plunger shaft
With the increasing journey piston 14 of lower increasing journey plunger shaft 13, increases journey work and be fixedly installed increasing journey piston rod, the cavity of resorption of the cylinder block beyond the Great Wall
Interior to be full of damping fluid, the lower end for increasing journey piston rod 15 is fixed with the damping piston 22 that cavity of resorption is placed in interval;The increasing journey epicoele
It is connected to the epicoele of cylinder block;The upper end of top piston bar is supported in top plate bottom, and certainly, top piston bar is provided with upward
Pretightning force is flexibly supported, by increasing the setting of journey plunger shaft, effectively amplifies the amplitude of top plate, improves the stroke of damping piston, greatly
It is big to improve damping shock absorption efficiency, especially for the smaller vibrations of amplitude.
In the present embodiment, the damping fluid is magnetorheological fluid, and the damping piston is to be fixed on to increase journey piston-rod lower end
Permanent magnet ring, the outer circle of the permanent magnet ring and the radially spaced setting of the inner wall of cavity of resorption and the damp channel for forming annular;Greatly
It is big to improve damped coefficient, the damping shock absorption being used under heavy duty.
Further include the flow increasing component for driving damping fluid by damp channel, the flow increasing component packet in the present embodiment
Include damping fluid driving piston 17, resetting spring 25, interlayer 18 and closing set 20;The interlayer is set to lower intracavitary and divides cavity of resorption
It is divided into the first cavity of resorption arranged up and down and the second cavity of resorption 26, the damping piston is located at second time intracavitary, and the outer edge of interlayer is set
It is equipped with axial passage, the damping fluid driving piston is located at first time intracavitary and the first cavity of resorption sealed spacer is divided into transformation chamber 16
With back cavity 21, the transformation chamber is connected to lower increasing journey plunger shaft, and the damping fluid driving piston, which is fixed on, increases journey piston rod simultaneously
The liquid flow in back cavity is driven to enter the second cavity of resorption through axial passage 19, the lower face of the closing set is sealingly fastened in damping
The upper surface of piston and upper end hermetically passing interlayer simultaneously slide axially cooperation with interlayer, and the axial passage is located at closing set diameter
Outward, the interlayer middle section is fixed on the lower face of intermediate, the connecting pole hermetically passing resistance by connecting pole 27
Buddhist nun's liquid drives piston and is slidably matched with damping fluid driving piston;The resetting spring be located at damping fluid driving piston and interlayer it
Between and be coated at increase journey piston rod;The stroke of damping fluid is further increased, is conducive to improve damping, greatly improves damping effect
Rate ensures security performance;The resetting spring is for providing the resilient support pretightning force.
It is gradual for internal diameter from top to bottom with the corresponding section of damping piston stroke in the second cavity of resorption inner circle in the present embodiment
The reducing curved surface of reduction;Change the magnetic field intensity in damp channel 24 by dynamic, and then change damped coefficient so that damping system
Number is parameter, and when top plate declines damping, damped coefficient becomes larger, and improves the compliance of damping, while damping fluid is resetting bullet
When being resetted under spring driving, damped coefficient tapers into, Rapid reset, and damped coefficient has the two-way opposite sex.
In the present embodiment, the interlayer, closing set enclose to set to be formed with damping piston and inner cavity are isolated, and the isolation inner cavity becomes
Pressure chamber and second time intracavitary are both provided with the pressure regulation ball 23 for changing balance corresponding cavity inner volume variation by own vol;It protects
It is smooth to demonstrate,prove bearing damping operation.
In the present embodiment, the upper vertical strip-shaped hole and lower vertical strip-shaped hole are respectively in same upper vertical plate and lower vertical plate
On be set as laterally two arranged side by side;Two lateral Displacement clamping screws positioned at same side are both secured to a lateral batten 6,
Lateral batten includes left lateral batten and right lateral batten;The bottom plate and lower vertical plate, which are integrally formed, to be fixed, the top plate with
Upper vertical plate, which is integrally formed, to be fixed;Intensity is improved, ensures that coupling mechanism force is big.
Finally illustrate, the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although with reference to compared with
Good embodiment describes the invention in detail, it will be understood by those of ordinary skill in the art that, it can be to the skill of the present 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 right of invention.
Claims (8)
1. a kind of heavy burden form assembly support system, it is characterised in that:Including supporting rod and the bearing for being set to supporting rod bottom,
The bearing includes bottom plate, top plate, damping shock absorption column and lateral Displacement clamping screw;
The section of the supporting rod is integrally formed to form upper junction plate for the upper end of " ten " font and supporting rod, the lower end of supporting rod
Integrated molding forms lower connecting plate, and the upper junction plate and lower connecting plate are respectively arranged with connecting hole, and the connecting hole is right
Answer rectangular distribution on connecting plate;The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab;The two of the upper rectangular slab
Relative side is fixedly installed vertical plate, and the two opposite sides side of the lower rectangular slab is respectively arranged with and the upper vertical plate
Corresponding lower vertical plate, the upper vertical plate and lower vertical plate be vertically provided with respectively vertical strip-shaped hole and with upper vertical item
The corresponding lower vertical strip-shaped hole in shape hole;The lateral Displacement clamping screw passes through upper vertical strip-shaped hole Chong Die with lower vertical strip-shaped hole
Simultaneously lock upper vertical plate and lower vertical plate in part;The damping shock absorption column cooperation lateral Displacement clamping screw is supported in rectangular slab
For providing Damper Braces power straight up for upper rectangular slab between lower rectangular slab.
2. heavy burden form assembly support system according to claim 1, it is characterised in that:The damping shock absorption column includes cylinder
Housing and top piston bar, in the cylinder block intermediate fixed setting be useful for cylinder block inner cavity being divided into epicoele and cavity of resorption
Mesosome, the intermediate is interior to form increasing journey plunger shaft of the internal diameter less than epicoele internal diameter, is provided with and is used in the increasing journey plunger shaft
Journey plunger shaft will be increased and be divided into upper increasing journey plunger shaft and the lower increasing journey piston for increasing journey plunger shaft, increase journey work and be fixedly installed increasing beyond the Great Wall
The lower intracavitary of journey piston rod, the cylinder block is full of damping fluid, and the lower end of increasing journey piston rod, which is fixed in interval, is placed on cavity of resorption
Damping piston;The increasing journey epicoele is connected to the epicoele of cylinder block.
3. heavy burden form assembly support system according to claim 2, it is characterised in that:The damping fluid is magnetorheological
Liquid, the damping piston are to be fixed on the permanent magnet ring for increasing journey piston-rod lower end, the outer circle of the permanent magnet ring and cavity of resorption it is interior
The radially spaced setting of wall and the damp channel for forming annular.
4. heavy burden form assembly support system according to claim 3, it is characterised in that:Further include for driving damping fluid
By the flow increasing component of damp channel, the flow increasing component includes damping fluid driving piston, resetting spring, interlayer and closing set;
The interlayer is set to lower intracavitary and cavity of resorption is separated into the first cavity of resorption and the second cavity of resorption arranged up and down, the damping piston position
The outer edge of second time intracavitary, interlayer is provided with axial passage, the damping fluid driving piston is located at first time intracavitary and will
First cavity of resorption sealed spacer is divided into transformation chamber and back cavity, and the transformation chamber is connected to lower increasing journey plunger shaft, and the damping fluid drives
Piston, which is fixed on, to be increased journey piston rod and the liquid flow in back cavity is driven to enter the second cavity of resorption, the closing set through axial passage
Lower face be sealingly fastened in the upper surface of damping piston and upper end hermetically passing interlayer and slide axially cooperation with interlayer, institute
It states axial passage and is located at closing set radial outside, the interlayer middle section is fixed on the lower face of intermediate by connecting pole,
The connecting pole hermetically passing damping fluid drives piston and is slidably matched with damping fluid driving piston;The resetting spring is located at resistance
Buddhist nun's liquid, which drives between piston and interlayer and is coated at, increases journey piston rod.
5. heavy burden form assembly support system according to claim 4, it is characterised in that:In the second cavity of resorption inner circle with
The correspondence section of damping piston stroke is the reducing curved surface that internal diameter is gradually reduced from top to bottom.
6. heavy burden form assembly support system according to claim 5, it is characterised in that:The interlayer, closing set and resistance
Buddhist nun's piston, which encloses, to be set to form isolation inner cavity, and the isolation inner cavity, transformation chamber and second time intracavitary are both provided with for by from body
The pressure regulation ball of product variation balance corresponding cavity inner volume variation.
7. heavy burden form assembly support system according to claim 6, it is characterised in that:The upper vertical strip-shaped hole is under
Vertical strip-shaped hole is set as arranged side by side two of transverse direction on same upper vertical plate and lower vertical plate respectively;Two positioned at same side
A lateral Displacement clamping screw is both secured to a lateral batten, and lateral batten includes left lateral batten and right lateral batten.
8. heavy burden form assembly support system according to claim 7, it is characterised in that:The bottom plate and lower vertical plate one
Body formed fixation, the top plate are integrally formed with upper vertical plate and fix.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810177171.XA CN108385968B (en) | 2018-03-04 | 2018-03-04 | Heavy-load template combined supporting system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810177171.XA CN108385968B (en) | 2018-03-04 | 2018-03-04 | Heavy-load template combined supporting system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN108385968A true CN108385968A (en) | 2018-08-10 |
CN108385968B CN108385968B (en) | 2020-09-08 |
Family
ID=63069769
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810177171.XA Active CN108385968B (en) | 2018-03-04 | 2018-03-04 | Heavy-load template combined supporting system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108385968B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206182A (en) * | 2019-06-20 | 2019-09-06 | 海南大学 | A kind of Self-resetting shearing steel plate damper |
CN113352985A (en) * | 2021-05-18 | 2021-09-07 | 广州星盾警用装备有限公司 | Multilayer warning lamp and installation method thereof |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202117170U (en) * | 2011-06-24 | 2012-01-18 | 贵阳铝镁设计研究院有限公司 | Support structure capable of sliding freely |
CN203202107U (en) * | 2013-04-19 | 2013-09-18 | 西安热工研究院有限公司 | Device for improving damping effect of viscous damper in vertical direction |
WO2014053025A1 (en) * | 2012-10-04 | 2014-04-10 | University Of Technology, Sydney | Adaptive mre vibration isolation assembly and system |
CN205479071U (en) * | 2016-04-07 | 2016-08-17 | 安徽普源分离机械制造有限公司 | Distributed isolator of vibration ripples |
CN106812860A (en) * | 2017-01-23 | 2017-06-09 | 厦门大学 | A kind of combined type damper |
CN206570980U (en) * | 2017-03-02 | 2017-10-20 | 西京学院 | A kind of vertical damping liquid damper |
CN206634831U (en) * | 2017-04-10 | 2017-11-14 | 嘉兴雁荡包装有限公司 | A kind of sheet material feed arrangement |
CN206829732U (en) * | 2017-05-22 | 2018-01-02 | 杭州西子智能停车股份有限公司 | A kind of stall barrier of horizontal mobile multi-storied garage |
CN207030192U (en) * | 2017-08-11 | 2018-02-23 | 太原向明智能装备股份有限公司 | A kind of adjustable belt pressing device of ribbon conveyer |
CN207032019U (en) * | 2017-06-29 | 2018-02-23 | 李美霄 | A kind of road and bridge bearing |
-
2018
- 2018-03-04 CN CN201810177171.XA patent/CN108385968B/en active Active
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202117170U (en) * | 2011-06-24 | 2012-01-18 | 贵阳铝镁设计研究院有限公司 | Support structure capable of sliding freely |
WO2014053025A1 (en) * | 2012-10-04 | 2014-04-10 | University Of Technology, Sydney | Adaptive mre vibration isolation assembly and system |
CN203202107U (en) * | 2013-04-19 | 2013-09-18 | 西安热工研究院有限公司 | Device for improving damping effect of viscous damper in vertical direction |
CN205479071U (en) * | 2016-04-07 | 2016-08-17 | 安徽普源分离机械制造有限公司 | Distributed isolator of vibration ripples |
CN106812860A (en) * | 2017-01-23 | 2017-06-09 | 厦门大学 | A kind of combined type damper |
CN206570980U (en) * | 2017-03-02 | 2017-10-20 | 西京学院 | A kind of vertical damping liquid damper |
CN206634831U (en) * | 2017-04-10 | 2017-11-14 | 嘉兴雁荡包装有限公司 | A kind of sheet material feed arrangement |
CN206829732U (en) * | 2017-05-22 | 2018-01-02 | 杭州西子智能停车股份有限公司 | A kind of stall barrier of horizontal mobile multi-storied garage |
CN207032019U (en) * | 2017-06-29 | 2018-02-23 | 李美霄 | A kind of road and bridge bearing |
CN207030192U (en) * | 2017-08-11 | 2018-02-23 | 太原向明智能装备股份有限公司 | A kind of adjustable belt pressing device of ribbon conveyer |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206182A (en) * | 2019-06-20 | 2019-09-06 | 海南大学 | A kind of Self-resetting shearing steel plate damper |
CN113352985A (en) * | 2021-05-18 | 2021-09-07 | 广州星盾警用装备有限公司 | Multilayer warning lamp and installation method thereof |
Also Published As
Publication number | Publication date |
---|---|
CN108385968B (en) | 2020-09-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108385968A (en) | Heavy burden form assembly support system | |
CN101806104B (en) | Suspended frequency modulation mass damper | |
CN102936931A (en) | Partitioning hole-arrangement energy-consumption steel sheet wall | |
CN207348083U (en) | A kind of damping vibrating type supporting device with steel structure | |
CN106639473B (en) | Rigidity-adjustable particle shock absorber for high-rise civil structure | |
CN104863284A (en) | Cu-Al-Mn shape memory alloy damping and energy-absorbing device for civil construction and manufacturing method thereof | |
CN102912884A (en) | Sleeve confined buckling-restrained brace | |
CN102912897A (en) | Partitioned buckling-restrained opening energy dissipation steel plate wall | |
CN206785104U (en) | A kind of green Assembled enclosing wall being used repeatedly | |
CN113653076B (en) | Assembly type intelligent frame node with damping particles and construction method | |
CN109514707B (en) | Steel form convenient to assemble and dismantle | |
CN108412194A (en) | Bearing for heavy burden template | |
CN206530078U (en) | A kind of support meanss | |
CN107842693A (en) | A kind of adjustable automation equipment bearing | |
CN205064663U (en) | Composite particles damping water source heat pump set isolator | |
CN102912886A (en) | Combination constraint anti-buckling energy dissipation support | |
CN116043750A (en) | Stand column with adjustable supporting angle for high-speed guardrail | |
CN211817102U (en) | Steel construction vibration damping mount | |
CN107419656A (en) | A kind of antidetonation bridge pad | |
CN203684694U (en) | Connection device for installing distributor into elevator shaft | |
CN209412835U (en) | A kind of support construction of foundation pit | |
CN105672524A (en) | No-initial stress adjustable damper embedded part and construction method thereof | |
CN209876277U (en) | Vertical pipeline shock attenuation buffer support | |
CN220667046U (en) | Building reinforcing apparatus with antidetonation structure | |
CN204551787U (en) | The building structure of a kind of shearing abatement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |