CN207812940U - A kind of floor panel structure of building aseismicity - Google Patents
A kind of floor panel structure of building aseismicity Download PDFInfo
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- CN207812940U CN207812940U CN201820200591.0U CN201820200591U CN207812940U CN 207812940 U CN207812940 U CN 207812940U CN 201820200591 U CN201820200591 U CN 201820200591U CN 207812940 U CN207812940 U CN 207812940U
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- Prior art keywords
- plate
- hydraulic oil
- vertical protection
- framework
- connecting plate
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Abstract
The utility model discloses a kind of floor panel structures of building aseismicity, it include mainly framework plate, framework plate is divided into vibration damper plate and fixed plate, framework plate rear and front end is joinery and its construction, the stability between fixed floor is facilitated to prevent from being scattered, the vertical center of framework plate is equipped with damping part, damping part includes bayonet lock, U-shaped fixator, slow power ball, it is sustained connecting plate, vertical protection muscle, it is from top to bottom by wide to narrow telescopic device to be sustained connecting plate, pass through the connection of vertical protection muscle, slow power ball is moved up and down by acting in sustained release connecting plate for hydraulic cushion band.In short, the utility model is reasonable for structure, the impact force that seismic wave is brought effectively is reduced, being scattered for floor is prevented using joinery and its construction.
Description
Technical field
The utility model belongs to technical field of buildings, and in particular to a kind of floor panel structure of building aseismicity.
Background technology
With China's expanding economy and the continuous promotion of living standards of the people and the variation of facade lighting, building
Develop towards the directions such as more and more high-rise, high-grade and multi-functional, incident is the upgrading of building board type and building panel
The problems such as safety of material, the floor demand installed also increasingly increases in the room that especially present people live, when
When meeting earthquake generation, whole building storey can follow ground to carry out strong shake, moreover, with the increase of floor, swing
Amplitude can also increase, due to earthquake come it is rapid, can building storey is impacted in a flash, in addition earthquake is when being propagated
Shear wave, longitudinal wave are will produce, since the speed that longitudinal wave is propagated in earth interior is more than shear wave, when an earthquake occurs, longitudinal wave is always first
Earth's surface is reached, and shear wave always falls behind a step, so general people first feel to pitch, just feels have after spending the several seconds to more than ten seconds
Strong horizontal jitter.
Flooring material in the market is generally divided into reinforced composite floorboard, plywood floor, solid wooden floor board, ceramic tile, marble etc.,
The plate property on these floors is single, when an earthquake occurs, due to strong twisting resistance, leads to the tearing for building floor, in addition
The influence of shear wave can make building storey generate caving in for strong horizontal jitter and building storey ground, make inhabitation crowd at first
Between carry out emergency evacuation when, people are difficult step of standing firm during evacuation, and inhabitation crowd is caused to lose escaping for first time
Raw opportunity and because ground it is unstable caused by cave in, stop the road for escaping from room of inhabitation crowd, threat to life safety.It is existing
Aseismic Design is carried out only for the wall of building in some technologies, and is often had ignored when an earthquake occurs, building storey ground
The harm that brings of shaking be just the largest, when the slosh frequency for reducing building storey ground can just extend one's stay the escape of crowd
Between.
Invention content
For technical problem more than solution, the present invention provides a kind of floor panel structure of building aseismicity
The technical solution of the utility model：A kind of floor panel structure of building aseismicity includes mainly framework plate, the framework plate
Rear and front end is joinery and its construction, and one end of the joinery and its construction is equipped with the tenon of protrusion, and the other end is equipped with what adaptation tenon was recessed
Mortise, framework plate are divided into vibration damper plate and fixed plate, and the vibration damper plate is located above framework plate, and the vertical centre bit of framework plate installs
It includes bayonet lock, U-shaped fixator, slow power ball, sustained release connecting plate, vertical protection muscle, the bayonet lock position to have damping part, damping part
Location mid-shaft inside vibration damper plate, U-shaped fixator are connected in concave circular configuration with bayonet lock lower end, delay lower the three of power ball
/ mono- is located in sustained release connecting plate, delays power ball rounded structure, and sustained release connecting plate includes center fixed plate and ring shaped movable plate,
The center fixed plate and ring shaped movable plate are circle, and to arrive narrow telescopic device by width from top to bottom, center fixed plate with
Sliding slot is equipped between ring shaped movable plate, center fixed plate is located at fixed plate location mid-shaft upper surface, and there are four vertical protection muscle, etc.
Away from the surrounding for being distributed in sustained release connecting plate, it is connected inside vertical protection muscle one end and the top second layer of ring shaped movable plate, it is another
End and fixed plate are internally provided with hydraulic cushion band corresponding with vertical protection muscle and are connected, and the hydraulic cushion band includes damping bullet
Spring, hydraulic oil container, vertical protection muscle piston, hydraulic oil storage bin, the vertical protection muscle piston are located at the upper of hydraulic cushion band
End, there are two the damping springs, is symmetrically distributed in the both sides of vertical protection muscle piston, and the hydraulic oil container is located at vertical protection
The lower section of muscle piston, hydraulic oil container downside both ends are equipped with oil outlet, and the hydraulic oil storage bin is located at the both sides of hydraulic oil container, and
Hydraulic oil container volume is more than the volume of hydraulic oil storage bin.
Further, U-shaped fixator is connected by helicitic texture with bayonet lock, convenient for being renewed to device and being changed.
Further, sustained release connecting plate is 6 layers of structure, and the effective slow power ball of guarantee is gentle to be moved up and down.
Further, it is rubber material to delay power ball, improves and delays the elasticity of power ball during exercise, prevents the breakage of slow power ball.
Further, joinery and its construction is internal buckle square structure, enhances stationarity and stability between floor, prevents on ground
Floor is scattered when shake.
The principles of the present invention：Slow power ball is fixed by U-shaped fixator in the damping part of this structure by spring to exist
The hollow slow power ball made of shock-absorbing elastic material moves up and down in being sustained connecting plate when earthquake generates vibration, and combines
The effect of vertical protection muscle and corresponding hydraulic cushion band provides a kind of trend to pump, reduces to seismic wave over the ground
The frequency of the vibration in face.
Compared with prior art, the beneficial effects of the utility model：Positioned at the damping part of framework plate level location mid-shaft
Effect, so that the frequency for the seismic wave that earthquake transmits is reduced, while preventing ground from resonating with seismic wave, pass through rubber material
The manufactured slow power ball crowd that can more preferably live to it stablizes the balance of body when escaping, and works in damping part
When, since hydraulic cushion band is that spring drives vertical protection muscle piston to move back and forth in hydraulic oil container, and combines hydraulic oil
Case and the effect of hydraulic oil storage bin, make it reduce flashy impact force, the resonance wave for preventing room floor from coming by earthquake zone, into
One step mitigates the impact force that brings of earthquake, and to increase the time of inhabitation crowd escaped, in actual life, floor all passes through glue
Conjunction is attached, in this way when earthquake occurs, since impact force is excessive, cause floor cave in and to be crushed diffusional area excessive,
Blocking is escaped circuit, and the present invention designs the design to floor using joinery and its construction, and more preferably floor can be prevented in impact force action
Lead to broken dispersion.In short, structure of the invention is reasonable, the impact force that seismic wave is brought effectively is reduced, human body is made to escape in evacuation
Total balance of the body is kept, the broken diffusional area on floor is prevented.
Description of the drawings
Fig. 1 is the main view sectional view of the structure of the utility model；
Fig. 2 is the enlarged drawing of the hydraulic cushion band of the utility model；
Fig. 3 is the schematic top plan view of the vertical protection muscle and sustained release connecting plate of the utility model；
Fig. 4 is the joinery and its construction schematic diagram of the utility model；
Fig. 5 is the structural schematic diagram of the sustained release connecting plate of the utility model.
Wherein, 1- frameworks plate, 2- vibration damper plates, 3- fixed plates, 4- damping parts, 401- bayonet locks, 402-U types fixator,
It is longitudinal that 403- delays power ball, 404- sustained releases connecting plate, the centers 4041- fixed plate, 4042- ring shaped movables plate, 404a- sliding slots, 405-
Protect muscle, 406- hydraulic cushions band, 4061- damping springs, 4062- hydraulic oil containers, 4062a- oil outlets, 4063- vertical protections
Muscle piston, 4064- hydraulic oil storage box, 5- joinery and its constructions, 501- tenons, 502- mortises.
Specific implementation mode
For ease of the understanding to the utility model, 1-5 and specific embodiment are further explained below in conjunction with the accompanying drawings
It is bright.
As shown in Fig. 1,3,5, a kind of floor panel structure of building aseismicity includes mainly framework plate 1, and framework plate 1 divides for damping
Plate 2 and fixed plate 3, vibration damper plate 2 are located at 1 top of framework plate, and the vertical center of framework plate 1 is equipped with damping part 4, damping portion
Part 4 includes bayonet lock 401, U-shaped fixator 402, slow power ball 403, sustained release connecting plate 404, vertical protection muscle 405, and bayonet lock 401 is located at
Location mid-shaft inside vibration damper plate 2, U-shaped fixator 402 are connected in concave circular configuration with 401 lower end of bayonet lock, U-shaped fixation
Device 402 is connected by helicitic texture with bayonet lock 401, convenient for being renewed to device and being changed, connect slow power ball 403 lower three/
One in sustained release connecting plate 404, delays 403 rounded structure of power ball, and it is rubber material to delay power ball 403, and raising is delayed power ball and transported
Elasticity when dynamic, it includes center fixed plate 4041 and ring shaped movable plate 4042 to prevent the damaged sustained release connecting plate 404 of slow power ball, is delayed
It is 6 layers of structure to release connecting plate 404, and the effective slow power ball of guarantee is gentle to be moved up and down, center fixed plate 4041 and annular
Movable plate 4042 is circle, and for from top to bottom by wide to narrow telescopic device, center fixed plate 4041 and ring shaped movable plate
Sliding slot 404a is equipped between 4042, center fixed plate 4041 is located at 3 location mid-shaft upper surface of fixed plate, and vertical protection muscle 405 has
Four, it is equally distributed on the surrounding of sustained release connecting plate 404, the top of 405 one end of vertical protection muscle and ring shaped movable plate 4,042 the
Two layers of inside are connected, and the other end and fixed plate 3 are internally provided with hydraulic cushion band corresponding with vertical protection muscle 405 406 and are connected,
As shown in Fig. 2, hydraulic cushion band 406 includes damping spring 4061, hydraulic oil container 4062, vertical protection muscle piston
4063, hydraulic oil storage bin 4064, vertical protection muscle piston 4063 are located at the upper end of hydraulic cushion band 406, damping spring 4061
There are two, the both sides of vertical protection muscle piston 4063 are symmetrically distributed in, hydraulic oil container 4062 is located at vertical protection muscle piston 4063
Lower section, 4062 downside both ends of hydraulic oil container are equipped with oil outlet 4062a, and hydraulic oil storage bin 4064 is located at hydraulic oil container 4062
Both sides, and 4062 volume of hydraulic oil container is more than the volume of hydraulic oil storage bin 4064.
As shown in figure 4,1 rear and front end of framework plate is joinery and its construction 5, one end of joinery and its construction 5 is equipped with the tenon of protrusion
501, the other end is equipped with the recessed mortise 502 of adaptation tenon 501, can preferably prevent the impact force in vibrations from being broken to floor
Damage makes floor keep one.
Finally it should be noted that：Above example is only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that：
It can still modify to the technical solution recorded in previous embodiment, or be equal to which part technical characteristic
It replaces；And these modifications or replacements, the utility model embodiment technical solution that it does not separate the essence of the corresponding technical solution
Spirit and scope.
Claims (5)
1. a kind of floor panel structure of building aseismicity, which is characterized in that include mainly framework plate (1), two before and after the framework plate (1)
End is joinery and its construction (5), and one end of the joinery and its construction (5) is equipped with the tenon (501) of protrusion, and the other end is equipped with adaptation tenon
(501) recessed mortise (502), framework plate (1) are divided into vibration damper plate (2) and fixed plate (3), and the vibration damper plate (2) is located at framework
Above plate (1), the vertical center of framework plate (1) is equipped with damping part (4), and damping part (4) includes bayonet lock (401), U-shaped
Fixator (402), slow power ball (403), sustained release connecting plate (404), vertical protection muscle (405), the bayonet lock (401) are located at damping
The internal location mid-shaft of plate (2), U-shaped fixator (402) are connected in concave circular configuration with bayonet lock (401) lower end, delay power
The lower one third of ball (403) is located in sustained release connecting plate (404), delays power ball (403) rounded structure, is sustained connecting plate
(404) include center fixed plate (4041) and ring shaped movable plate (4042), the center fixed plate (4041) and ring shaped movable plate
(4042) it is circle, and for from top to bottom by wide to narrow telescopic device, center fixed plate (4041) and ring shaped movable plate
(4042) sliding slot (404a) is equipped between, center fixed plate (4041) is located at fixed plate (3) location mid-shaft upper surface, vertical protection
There are four muscle (405), is equally distributed on the surrounding of sustained release connecting plate (404), vertical protection muscle (405) one end and ring shaped movable plate
(4042) it is connected inside top second layer, the other end and fixed plate (3) are internally provided with liquid corresponding with vertical protection muscle (405)
Pressure buffer strip (406) is connected, and the hydraulic cushion band (406) includes damping spring (4061), hydraulic oil container (4062), longitudinal direction
Muscle piston (4063), hydraulic oil storage bin (4064), the vertical protection muscle piston (4063) is protected to be located at hydraulic cushion band
(406) upper end, there are two the damping springs (4061), is symmetrically distributed in the both sides of vertical protection muscle piston (4063), institute
The lower section that hydraulic oil container (4062) is located at vertical protection muscle piston (4063) is stated, both ends are equipped with fuel-displaced on the downside of hydraulic oil container (4062)
Mouth (4062a), the hydraulic oil storage bin (4064) are located at the both sides of hydraulic oil container (4062), and hydraulic oil container (4062) volume
More than the volume of hydraulic oil storage bin (4064).
2. a kind of floor panel structure of building aseismicity as described in claim 1, which is characterized in that the U-shaped fixator (402) is logical
Helicitic texture is crossed with the bayonet lock (401) to be connected.
3. a kind of floor panel structure of building aseismicity as described in claim 1, which is characterized in that the sustained release connecting plate (404)
For 6 layers of structure.
4. a kind of floor panel structure of building aseismicity as described in claim 1, which is characterized in that the slow power ball (403) is rubber
Glue material.
5. a kind of floor panel structure of building aseismicity as described in claim 1, which is characterized in that the joinery and its construction (5) is interior
Detain square structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820200591.0U CN207812940U (en) | 2018-02-06 | 2018-02-06 | A kind of floor panel structure of building aseismicity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820200591.0U CN207812940U (en) | 2018-02-06 | 2018-02-06 | A kind of floor panel structure of building aseismicity |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207812940U true CN207812940U (en) | 2018-09-04 |
Family
ID=63320810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820200591.0U Expired - Fee Related CN207812940U (en) | 2018-02-06 | 2018-02-06 | A kind of floor panel structure of building aseismicity |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207812940U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388022A (en) * | 2019-08-21 | 2019-10-29 | 四川蓉诚华塑高分子材料有限公司 | Multi-buffer suspension splice floor board |
-
2018
- 2018-02-06 CN CN201820200591.0U patent/CN207812940U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110388022A (en) * | 2019-08-21 | 2019-10-29 | 四川蓉诚华塑高分子材料有限公司 | Multi-buffer suspension splice floor board |
| CN110388022B (en) * | 2019-08-21 | 2024-06-07 | 四川蓉诚华塑高分子材料有限公司 | Multistage buffering suspension spliced floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180904 Termination date: 20190206 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |