CN108412194A - Bearing for heavy burden template - Google Patents
Bearing for heavy burden template Download PDFInfo
- Publication number
- CN108412194A CN108412194A CN201810177170.5A CN201810177170A CN108412194A CN 108412194 A CN108412194 A CN 108412194A CN 201810177170 A CN201810177170 A CN 201810177170A CN 108412194 A CN108412194 A CN 108412194A
- Authority
- CN
- China
- Prior art keywords
- piston
- cavity
- damping
- vertical plate
- 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
- 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
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
-
- 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
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of bearings for heavy burden template, including bottom plate, top plate, damping shock absorption column and lateral Displacement clamping screw；The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab；The two opposite sides side of the 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 vertically provided with vertical strip-shaped hole and lower vertical strip-shaped hole corresponding with upper vertical strip-shaped hole respectively；The lateral Displacement clamping screw passes through upper vertical strip-shaped hole and lower vertical strip-shaped hole lap and the upper vertical plate of locking and lower vertical plate；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 bearing for heavy burden template.
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, safety accident is caused.
Therefore, in order to solve the above problem, a kind of bearing for heavy burden template is needed, the height of bearing is adjustable, versatility
It is good, can Reusability, make support system convenient for dismantling, support construction intensity is high, while having shock-absorbing function, can be directed to construction
Situations such as vibrations and earthquake, provides effective damping, ensures the safety of support system.
Invention content
In view of this, the purpose of the present invention is overcoming defect in the prior art, the bearing for heavy burden template is provided, is propped up
The height of seat is adjustable, and versatility is good, can Reusability, make support system convenient for dismantling, support construction intensity is high, while having and subtracting
Situations such as shaking function, capable of being directed to construction vibrations and earthquake provides effective damping, ensures the safety of support system.
The bearing for heavy burden template of the present invention, including bottom plate, top plate, damping shock absorption column and lateral Displacement locking screw
Bolt；The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab；The two opposite sides side of the upper rectangular slab is fixedly installed
There is a upper 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, institute
It states vertical plate and lower vertical plate is vertically provided with vertical strip-shaped hole and corresponding lower vertical with upper vertical strip-shaped hole respectively
Strip-shaped hole；It is vertical that the lateral Displacement clamping screw passes through upper vertical strip-shaped hole and lower vertical strip-shaped hole lap and locking to go up
Plate and lower vertical plate；The damping shock absorption column cooperation lateral Displacement clamping screw, which is supported between rectangular slab and lower rectangular slab, to be used
In providing Damper Braces power straight up for upper 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 bearing for heavy burden template disclosed by the invention, is locked by lateral Displacement
The release of tight bolt and locking, can be adjusted and fix to the stack height of upper vertical plate and lower vertical plate, and then adjust
The height of bearing, and upper vertical plate and lower vertical plate can effectively limit the horizontal degree of freedom between top plate and bottom plate, simultaneously
It being supported between setting top plate and bottom plate by the way that damping shock absorption column is arranged, and then forms Damper Braces so that the height of bearing is adjustable,
Versatility is good, can Reusability, make support system convenient for dismantling, support construction intensity is high, while having shock-absorbing function, Neng Gouzhen
Effective damping is provided to situations such as construction vibrations and earthquake, ensures the safety of support system.
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 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 structural schematic diagram of damping shock absorption column in the present invention, as shown,
The bearing for heavy burden template in the present embodiment, including bottom plate 2, top plate 1, damping shock absorption column and lateral Displacement clamping screw 5；
The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab；The two opposite sides side of the upper rectangular slab is fixedly installed
The two opposite sides side of vertical plate, the lower rectangular slab is respectively arranged with lower vertical plate 4 corresponding with the upper vertical plate 3, described
Upper vertical plate and lower vertical plate are vertically provided with vertical strip-shaped hole and lower vertical item corresponding with upper vertical strip-shaped hole respectively
Shape hole；The lateral Displacement clamping screw passes through upper vertical strip-shaped hole and lower vertical strip-shaped hole lap and the upper vertical plate of locking
With lower vertical plate；The cooperation of the damping shock absorption column 7 lateral Displacement clamping screw, which is supported between rectangular slab and lower rectangular slab, to be used
In providing Damper Braces power straight up for upper rectangular slab；The bearing is set to the bottom of support column, passes through lateral Displacement
The release of clamping screw and locking can be adjusted and fix to the stack height of upper vertical plate and lower vertical plate, and then adjust
The height of bearing is saved, and upper vertical plate and lower vertical plate can effectively limit the horizontal degree of freedom between top plate and bottom plate, together
When by be arranged damping shock absorption column support setting top plate and bottom plate between, and then formed Damper Braces so that the height of bearing can
Adjust, versatility is good, can Reusability, make support system convenient for dismantling, support construction intensity is high, while having shock-absorbing function, energy
It is enough to provide effective damping for situations such as construction vibrations and earthquake, ensure the safety of support 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 bearing for heavy burden template, it is characterised in that：It is locked including bottom plate, top plate, damping shock absorption column and lateral Displacement
Tight bolt；The bottom plate and top plate are respectively upper rectangular slab and lower rectangular slab；The two opposite sides side of the upper rectangular slab is fixed
It is provided with vertical plate, it is corresponding lower vertical with the upper vertical plate that the two opposite sides side of the lower rectangular slab is respectively arranged with
Plate, the upper vertical plate and lower vertical plate be vertically provided with respectively vertical strip-shaped hole and it is corresponding with upper vertical strip-shaped hole under
Vertical strip-shaped hole；The lateral Displacement clamping screw passes through upper vertical strip-shaped hole and lower vertical strip-shaped hole lap and locks
Vertical plate and lower vertical plate；Damping shock absorption column cooperation lateral Displacement clamping screw be supported in rectangular slab and lower rectangular slab it
Between for for upper rectangular slab providing Damper Braces power straight up.
2. the bearing according to claim 1 for heavy burden template, it is characterised in that：The damping shock absorption column includes cylinder body
Seat and top piston bar, in the cylinder block intermediate fixed setting be useful for for cylinder block inner cavity being divided into the centre of epicoele and cavity of resorption
Body forms the increasing journey plunger shaft that internal diameter is less than epicoele internal diameter in the intermediate, be provided in the increasings journey plunger shaft for by
Increase journey plunger shaft and be divided into upper increasing journey plunger shaft and the lower increasing journey piston for increasing journey plunger shaft, increases journey work and be fixedly installed increasing journey beyond the Great Wall
The lower intracavitary of piston rod, the cylinder block is full of damping fluid, and the lower end for increasing journey piston rod is fixed with the resistance that cavity of resorption is placed in interval
Buddhist nun's piston；The increasing journey epicoele is connected to the epicoele of cylinder block.
3. the bearing according to claim 2 for heavy burden template, it is characterised in that：The damping fluid is magnetorheological fluid,
The damping piston is to be fixed on the permanent magnet ring for increasing journey piston-rod lower end, the outer circle of the permanent magnet ring and the inner wall edge of cavity of resorption
Spaced radial is arranged and forms the damp channel of annular.
4. the bearing according to claim 3 for heavy burden template, it is characterised in that：Further include for driving damping fluid logical
The flow increasing component in overdamp channel, the flow increasing component include damping fluid driving piston, resetting spring, interlayer and closing set；Institute
It states interlayer to be 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 is located at
Second time intracavitary, the outer edge of interlayer are provided with axial passage, and the damping fluid driving piston is located at first time intracavitary and by the
One 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, the damping fluid driving
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 through axial passage, the closing set
Lower face is sealingly fastened in the upper surface of damping piston and upper end hermetically passing interlayer and slides axially cooperation with interlayer, described
Axial passage is located at closing set radial outside, and the interlayer middle section is fixed on the lower face of intermediate, institute by connecting pole
It states connecting pole hermetically passing damping fluid driving piston and is slidably matched with damping fluid driving piston；The resetting spring is located at damping
Liquid, which drives between piston and interlayer and is coated at, increases journey piston rod.
5. the bearing according to claim 4 for heavy burden template, it is characterised in that：In the second cavity of resorption inner circle with resistance
The correspondence section of Buddhist nun's piston stroke is the reducing curved surface that internal diameter is gradually reduced from top to bottom.
6. the bearing according to claim 5 for heavy burden template, it is characterised in that：The interlayer, closing set and damping
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 passing through own vol
The pressure regulation ball of variation balance corresponding cavity inner volume variation.
7. the bearing according to claim 6 for heavy burden template, it is characterised in that：The upper vertical strip-shaped hole and lower perpendicular
It is set as laterally two arranged side by side on same upper vertical plate and lower vertical plate respectively to strip-shaped hole；Two positioned at same side
Lateral Displacement clamping screw is both secured to a lateral batten, and lateral batten includes left lateral batten and right lateral batten.
8. the bearing according to claim 7 for heavy burden template, it is characterised in that：The bottom plate and lower vertical plate one
Molding is fixed, and the top plate is integrally formed with upper vertical plate and fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810177170.5A CN108412194B (en) | 2018-03-04 | 2018-03-04 | Support for heavy-duty template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810177170.5A CN108412194B (en) | 2018-03-04 | 2018-03-04 | Support for heavy-duty template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108412194A true CN108412194A (en) | 2018-08-17 |
| CN108412194B CN108412194B (en) | 2020-08-11 |
Family
ID=63129660
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810177170.5A Active CN108412194B (en) | 2018-03-04 | 2018-03-04 | Support for heavy-duty template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108412194B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08184184A (en) * | 1994-12-28 | 1996-07-16 | Hirano Kenkizai:Kk | Formwork supporting device for pent-roof construction |
| 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 |
| 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 CN201810177170.5A patent/CN108412194B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08184184A (en) * | 1994-12-28 | 1996-07-16 | Hirano Kenkizai:Kk | Formwork supporting device for pent-roof construction |
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108412194B (en) | 2020-08-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103148157B (en) | Multistage squash type MR damper | |
| CN205978248U (en) | Hydraulic damping bumper shock absorber | |
| CN104233951B (en) | A kind of multi-functional viscous damper and attaching method thereof | |
| CN108561471B (en) | Hydraulic hammer body and pile cap buffer control method and annular connection buffer structure | |
| CN106639473B (en) | Rigidity-adjustable particle shock absorber for high-rise civil structure | |
| CN108867857A (en) | A kind of assembly Braced Frames structure with function of seismic resistance | |
| CN108679146A (en) | A kind of EMU oil-pressure damper | |
| CN107165881B (en) | A kind of function integrated-type large-tonnage tower crane jacking cylinder and control oil circuit | |
| CN113653076B (en) | Assembly type intelligent frame node with damping particles and construction method | |
| CN108385968A (en) | Heavy burden form assembly support system | |
| CN109514707B (en) | Steel form convenient to assemble and dismantle | |
| CN102943838A (en) | Base vibration isolation device with spring and magnetic fluid | |
| CN108412194A (en) | Bearing for heavy burden template | |
| CN107842693A (en) | A kind of adjustable automation equipment bearing | |
| CN102926478A (en) | U-bar isolation anti-buckling energy dissipation support | |
| CN209925858U (en) | Tuned mass damping support for multidimensional viscous damping | |
| CN105711144B (en) | The base and its installation method of a kind of punch press | |
| CN206571890U (en) | A kind of efficient vehicle shock absorber | |
| CN215522483U (en) | All-terrain high-pressure pump damping base | |
| CN205064663U (en) | Composite particles damping water source heat pump set isolator | |
| CN212388335U (en) | Self-anchoring and self-charging type adjustable hydraulic fluid damper | |
| CN213114650U (en) | Concrete pouring frame for underground continuous wall construction | |
| CN211817102U (en) | Steel construction vibration damping mount | |
| CN107419656A (en) | A kind of antidetonation bridge pad | |
| CN106812860A (en) | A kind of combined type damper |
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 |