CN207879182U - A kind of timber of the double elastic piece structures of three chambers - Google Patents
A kind of timber of the double elastic piece structures of three chambers Download PDFInfo
- Publication number
- CN207879182U CN207879182U CN201721751622.3U CN201721751622U CN207879182U CN 207879182 U CN207879182 U CN 207879182U CN 201721751622 U CN201721751622 U CN 201721751622U CN 207879182 U CN207879182 U CN 207879182U
- Authority
- CN
- China
- Prior art keywords
- plate
- timber
- layer
- abatvoix
- door
- 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.)
- Expired - Fee Related
Links
Landscapes
- Securing Of Glass Panes Or The Like (AREA)
- Specific Sealing Or Ventilating Devices For Doors And Windows (AREA)
Abstract
The utility model is related to timbers.A kind of timber of the double elastic piece structures of three chambers, including door-plate, door-plate includes the first plank layer set gradually along door-plate thickness direction, first abatvoix, first annular seal space, first specular layer, second plank layer, vacuum chamber, third plank layer, second specular layer, second seal chamber, second abatvoix and the 4th plank layer, the elastic endergonic plate that one piece of both ends is fixed on doorframe and presses the wave structure on the first abatvoix is respectively provided in first annular seal space and the second seal chamber, the elastic endergonic plate is equipped with the through-hole of through-thickness perforation, it is 0.5 0.8 standard atmospheric pressures that carbon dioxide gas and air pressure are filled in the first annular seal space and the second seal chamber.The utility model provides a kind of timber of the double elastic piece structures of three chambers, with the sound insulation for improving hollow structure timber, heat-insulated and anti seismic efficiency.
Description
Technical field
The utility model is related to timber, more particularly to the timber of the double elastic piece structures of a kind of three chamber.
Background technology
Timber, i.e., wooden door.There is full timber（Also known as log door）, three kinds of solid wood timber and Combined wooden door, it is existing multiple
It is to have multi-layer fiber plate to fit together to constitute door-plate to close timber, the Combined wooden door of the structure not only weight weight but also sound insulation, every
Heat and anti seismic efficiency.
Utility model content
The utility model provides a kind of timber of the double elastic piece structures of three chamber, to improve the sound insulation, heat-insulated of hollow structure timber
And anti seismic efficiency.
The above technical problem solves by the following technical programs：A kind of timber of the double elastic piece structures of three chambers, feature
It is, including door-plate and the frame for being looped around door-plate surrounding and being fixed together with door-plate, the frame is solid wood structure, described
Door-plate include the first plank layer set gradually along door-plate thickness direction, the first abatvoix, first annular seal space, the first specular layer,
Second plank layer, vacuum chamber, third plank layer, the second specular layer, the second seal chamber, the second abatvoix and the 4th plank layer, the
It is fixed on doorframe equipped with one piece of both ends in one seal chamber and the first elasticity for pressing the wave structure on the first abatvoix is inhaled
Can plate, the wave crest of the first elastic endergonic plate with formed between the first specular layer the first recess channel, trough with the first specular layer it
Between form the first convex wall channel, is fixed on doorframe and presses on the second abatvoix equipped with one piece of both ends in the second seal chamber
The wave crest of second elastic endergonic plate of wave structure, the second elastic endergonic plate is logical with the second recess is formed between the second specular layer
With the second convex wall channel is formed between the second specular layer, the first elastic endergonic plate and the second energy-absorbing plate are designed with for road, trough
It is filled with carbon dioxide gas in the through-hole that through-thickness penetrates through, the first annular seal space and the second seal chamber and air pressure is
0.5-0.8 standard atmospheric pressure.Two seal chambers and a vacuum chamber are arranged in the technical program in door-plate, can reduce timber
Dosage and reduce weight.The elastic plate of setting wave structure can improve anti seismic efficiency, especially stress point in seal chamber
In wave crest（The arch to arch upward towards the surface of door-plate）Upper anti seismic efficiency is more preferably.Setting sound absorbing layer can improve sound-absorbing effect, and
Door-plate, abatvoix and elastic plate are arranged alternately, and can be played reflex to sound and be further increased soundproof effect.Seal chamber
Interior to be filled with the carbon dioxide gas that air pressure is 0.5-0.8 standard atmospheric pressure, the thermal coefficient of carbon dioxide is significantly less than
The thermal coefficient of timber, to improve the heat insulation of door-plate, lower air pressure makes sound wave be more difficult to transmit, and sound wave is sealing
Intracavitary becomes the thermal energy of vibration, is dissipated, improves soundproof effect.It is heat-insulated that the setting of vacuum chamber further improves sound-proof box
Effect, the setting of specular layer are played the role of improving heat insulation.
Preferably, first recess channel and the second recess channel all extend along the width direction of door-plate, described the
It is fixed on doorframe equipped with one piece of both ends in one seal chamber and the first elasticity for pressing the wave structure on the first abatvoix is inhaled
Can plate, the wave crest of the first elastic endergonic plate with formed between the first specular layer the first recess channel, trough be more than specular layer it
Between formed in the first convex wall channel and be designed with energy-absorbing axis, the resilient sleeve that the energy-absorbing axis, which includes rigid pipe, is set in rigid pipe is
With the hollow tube for the elasticity being threaded through in rigid pipe, the both ends of the rigid pipe are fixed together with the frame, the elasticity
The both ends of set are sealed connected together by flexible part with the rigid pipe so that elasticity is first-class with being formed between rigid pipe
Body cavity, the resilient sleeve are shelved on simultaneously in the recess channel, and second body cavity is formed between the rigid pipe and hollow tube,
The first-class body cavity and second fluid intracavitary are filled out hydraulically full, and the rigid pipe is equipped with connection first-class body cavity and second fluid
The rubbing hole of chamber, the hollow tube are suspended in the second fluid intracavitary.When door-plate is caused elastic plate to be generated by hitting
When deformation, elastic plate can squeeze and cause resilient sleeve to deform and promote one to lead to from first-class when deforming with movement with movement, resilient sleeve
The rubbed hole of body cavity flows to second body cavity and axis hole pipe is caused to deform, and should generate friction energy-absorbing in the process, and equally work as resilient sleeve
Liquid can be driven to move backward when being restored with hollow tube and generate friction energy-absorbing.Improve the antidetonation energy-absorbing effect of timber.
It is linked together by rigid rod as excellent, the adjacent resilient sleeve.Enable to any energy-absorbing bar by
The extruding of elastic plate and while being deformed energy-absorbing, can drive other energy-absorbing bars to generate linkage and deform energy-absorbing.It further increases
Antidetonation energy-absorbing effect.
Preferably, abatvoix is made for sponge.
Preferably, the elastic endergonic plate is steel plate.
Preferably, the inner peripheral surface of the frame is equipped with the twice annular slot circumferentially extended along frame, first wood
Plate layer and the 4th plank layer, which are equipped with, is designed with annular strip, and the annular strip sealing is threaded through the twice annular slot.Even
It connects reliable.
Preferably, the first elastic endergonic plate pressing is on the first abatvoix, the second elastic endergonic plate presses
On the second abatvoix.When door-plate is hit, elastic endergonic plate is enable to respond quickly, and prevents the ability of door plate deformation good.
The technical program has the following advantages：Two seal chambers and a vacuum chamber are set, heat insulation audio can be improved
Fruit；Setting is filled with the carbon dioxide gas that air pressure is 0.5-0.8 standard atmospheric pressure, the heat conduction of carbon dioxide in seal chamber
Coefficient is significantly less than the thermal coefficient of timber, and to improve timber heat insulation, lower air pressure makes sound wave be more difficult to transmit,
Sound wave becomes the thermal energy of vibration in isolated location, is dissipated, improves soundproof effect；Setting wave structure in seal chamber
Elastic endergonic plate can improve impact resistance effect machine shock resistance, and through-hole is arranged in elastic endergonic plate, convenient for being uniformly dispersed dioxy
Change carbon gas and so that carbon dioxide generates friction and eliminate vibration and acoustic energy when flowing through through-hole.
Description of the drawings
Fig. 1 is the multiple schematic elevation view of the utility model；
Fig. 2 is A-A schematic cross-sectional views of Fig. 1.
In figure：Door-plate 1, the first plank layer 101, the first abatvoix 102, first annular seal space 103, the first specular layer 104,
Two plank layers 105, vacuum chamber 106, third plank layer 107, the second specular layer 108, the second seal chamber 109, the second abatvoix
110, the annular strip 113 of the 4th plank layer 111, first annular strip 112, second, frame 2, first annular card slot 21, the second ring
Shape card slot 22, the first elastic endergonic plate 31, the first recess channel 32, the first convex wall channel 33, the second elastic endergonic plate 34, second
Recess channel 35, the second convex wall channel 36, energy-absorbing axis 4, resilient sleeve 41, rigid pipe 42, hollow tube 43, first-class body cavity 44,
Two fluid cavitys 45, rubbing hole 46, rigid rod 47.
Specific implementation mode
Below in conjunction with the accompanying drawings and by specific embodiment, to the technical solution of the utility model carry out it is clear, completely retouch
It states.
Referring to Fig. 1, a kind of timber of the double elastic piece structures of three chamber, including door-plate 1 and it is looped around door-plate surrounding and solid with door-plate
It is scheduled on frame 2 together.Frame 2 is solid wood structure.
One end of the inner peripheral surface of frame 2 is equipped with first annular card slot 21, the other end is equipped with the second annular slot 22.First ring
Shape card slot 21 and the second annular slot are all circumferentially extended along frame 2.
Door-plate 1 includes being sealed along the first plank layer 101, the first abatvoix 102, first that door-plate thickness direction is set gradually
Chamber 103, the first specular layer 104, the second plank layer 105, vacuum chamber 106, third plank layer 107, the second specular layer 108, second
Seal chamber 109, the second abatvoix 110 and the 4th plank layer 111.First plank layer 101 is equipped with first annular strip 112.First
Annular strip sealing is threaded through in 21 in first annular card slot.4th plank layer 111 is equipped with the second annular strip 113.Second ring
The sealing of shape strip is threaded through in 22 in the second annular slot.First abatvoix, 102 horizontal is on the first plank layer 101.First is close
The first elastic endergonic plate 31 of the wave structure on doorframe is fixed in envelope chamber 103 equipped with one piece of both ends.First elastic endergonic plate
31 be wave structure.The upper and lower ends of first elastic endergonic plate 31 are fixed together with frame 2.First elastic endergonic plate 31 is by
One abatvoix 102 presses on the first plank layer 101.The wave crest of first elastic endergonic plate 31 is the same as forming the between the first specular layer
One recess channel 32.The first convex wall channel 33 is formed between same first specular layer of the trough of first elastic endergonic plate 31.First bullet
Property energy-absorbing plate 31 be equipped with it is several along 31 thickness direction of the first elastic endergonic plate penetrate through the first elastic endergonic plate through-holes.
Second abatvoix, 110 horizontal is on the 4th plank layer 111.In seal chamber 109 doorframe is fixed in equipped with one piece of both ends
On wave structure the second elastic endergonic plate 34.Second elastic endergonic plate 34 is wave structure.Second elastic endergonic plate 34
Upper and lower ends are fixed together with frame 2.Second elastic endergonic plate 34 presses the second abatvoix on the 4th plank layer 111.
The second recess channel 35 is formed between same second specular layer of the wave crest of second elastic endergonic plate 34.The wave of second elastic endergonic plate 34
The second convex wall channel 36 is formed between same second specular layer of paddy.Second elastic endergonic plate 34 is equipped with several along the second elastic endergonic
34 thickness direction of plate penetrates through the through-hole of the first elastic endergonic plate.
It is 0.5-0.8 standard that carbon dioxide gas and air pressure are filled in first annular seal space 103 and the second seal chamber 109
Atmospheric pressure.
First abatvoix 102 and the second abatvoix 110 are all made for sponge.
First elastic endergonic plate 31 and the second elastic endergonic plate 34 are all steel plate.
Identical with the extending direction in the second recess channel 35 and width direction along door-plate in first recess channel 32 extends.Often
It is respectively provided with an energy-absorbing axis 4 in one the first recess channel 32 and the second recess channel 35.Energy-absorbing axis 4 include resilient sleeve 41, just
Property pipe 42 and hollow tube 43.Resilient sleeve 41 is shelved in recess channel.Resilient sleeve 41 is set on rigid pipe 42.Resilient sleeve 41
Both ends are sealed connected together by flexible part with rigid pipe 42 so that elasticity is the same as the formation first-class body cavity 44 between rigid pipe.
Rigid pipe 42 extends along the width direction of door-plate.The both ends of rigid pipe 42 are fixed together with frame 1.Hollow tube 43 is that elasticity is tied
Structure, specially rubber tube.Gas is filled in hollow tube 43, the pressure of gas is 1 standard atmospheric pressure.Rigid pipe 42 and hollow
Second body cavity 45 is formed between pipe 43.It is filled out in first-class body cavity 44 and second body cavity 45 hydraulically full.Rigid pipe 42 is equipped with
It is connected to the rubbing hole 46 of first-class body cavity and second body cavity.Hollow tube 43 is suspended in second body cavity 45.Adjacent elasticity
Set 41 is linked together by rigid rod 47.
The endergonic process of the utility model is：When vibrated（Such as sound and shock）And elastic endergonic plate is caused to deform
When, the through-hole that carbon dioxide flows through on elastic endergonic plate flows through and friction energy dissipation, and the deformation of elastic endergonic plate leads to resilient sleeve 41
Deformation and mobile, deformation and it is mobile when resilient sleeve not only with will produce friction energy dissipation between elastic endergonic plate but also can drive
Liquid flows between first-class body cavity and second body cavity carries out friction energy dissipation.
Claims (6)
1. a kind of timber of the double elastic piece structures of three chamber, which is characterized in that including door-plate and be looped around door-plate surrounding and consolidate with door-plate
It is scheduled on frame together, the frame is solid wood structure, and the door-plate includes the first wood set gradually along door-plate thickness direction
Plate layer, the first abatvoix, first annular seal space, the first specular layer, the second plank layer, vacuum chamber, third plank layer, the second minute surface
Layer, the second seal chamber, the second abatvoix and the 4th plank layer, first annular seal space is interior to be fixed in the wave on doorframe equipped with one piece of both ends
First elastic endergonic plate of unrestrained structure, the wave crest of the first elastic endergonic plate with formed between the first specular layer the first recess channel,
For trough with the first convex wall channel is formed between the first specular layer, the second seal chamber is interior to be fixed in the wave on doorframe equipped with one piece of both ends
Second elastic endergonic plate of unrestrained structure, the wave crest of the second elastic endergonic plate with formed between the second specular layer the second recess channel,
With the second convex wall channel is formed between the second specular layer, the first elastic endergonic plate and the second energy-absorbing plate are designed with along thickness trough
The through-hole of direction perforation is spent, it is 0.5- that carbon dioxide gas and air pressure are filled in the first annular seal space and the second seal chamber
0.8 standard atmospheric pressure.
2. a kind of timber of the double elastic piece structures of three chamber according to claim 1, which is characterized in that first recess channel
All extend along the width direction of door-plate with the second recess channel, is fixed on doorframe equipped with one piece of both ends in the first annular seal space
And the first elastic endergonic plate of the wave structure on the first abatvoix is pressed, the wave crest of the first elastic endergonic plate is the same as the first minute surface
It forms the first recess channel, trough between layer to be formed in the first convex wall channel and be designed with energy-absorbing axis with being more than between specular layer, institute
State energy-absorbing axis include rigid pipe, the hollow tube of resilient sleeve and the elasticity being threaded through in rigid pipe that is set in rigid pipe and is, it is described
The both ends of rigid pipe are fixed together with the frame, and the both ends of the resilient sleeve are connected by flexible part with the rigid seal of tube
It is connected together so that elasticity between rigid pipe with first-class body cavity is formed, the resilient sleeve is shelved on the recess channel simultaneously
It is interior, second body cavity, the first-class body cavity and the full liquid of second fluid intracavitary filling are formed between the rigid pipe and hollow tube
Body, the rigid pipe are equipped with the rubbing hole of connection first-class body cavity and second body cavity, and the hollow tube is suspended in described second
In fluid cavity.
3. a kind of timber of the double elastic piece structures of three chamber according to claim 2, which is characterized in that be located at bobbin seal intracavitary
The adjacent resilient sleeve linked together by rigid rod.
4. a kind of timber of the double elastic piece structures of three chamber according to claim 1, which is characterized in that abatvoix makes for sponge
It forms.
5. a kind of timber of the double elastic piece structures of three chamber according to claim 1, which is characterized in that the elastic endergonic plate is
Steel plate.
6. a kind of timber of the double elastic piece structures of three chamber according to claim 1, which is characterized in that first elastic endergonic
Plate presses on the first abatvoix, and the second elastic endergonic plate pressing is on the second abatvoix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721751622.3U CN207879182U (en) | 2017-12-15 | 2017-12-15 | A kind of timber of the double elastic piece structures of three chambers |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721751622.3U CN207879182U (en) | 2017-12-15 | 2017-12-15 | A kind of timber of the double elastic piece structures of three chambers |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207879182U true CN207879182U (en) | 2018-09-18 |
Family
ID=63502119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721751622.3U Expired - Fee Related CN207879182U (en) | 2017-12-15 | 2017-12-15 | A kind of timber of the double elastic piece structures of three chambers |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207879182U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035666A (en) * | 2017-12-15 | 2018-05-15 | 浙江雅迪乐木业有限公司 | The timber of the double elastic piece structures of three chambers |
-
2017
- 2017-12-15 CN CN201721751622.3U patent/CN207879182U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035666A (en) * | 2017-12-15 | 2018-05-15 | 浙江雅迪乐木业有限公司 | The timber of the double elastic piece structures of three chambers |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207879182U (en) | A kind of timber of the double elastic piece structures of three chambers | |
| CN110206207B (en) | Integrated floor slab | |
| CN207879183U (en) | A kind of timber of four elastic piece structure of two-chamber | |
| CN201017638Y (en) | Damping composite vibration damping noise reduction board | |
| CN110056096B (en) | Honeycomb formula stainless steel acoustic celotex board | |
| CN108035666A (en) | The timber of the double elastic piece structures of three chambers | |
| CN208056953U (en) | A kind of door-plate setting scale face | |
| CN212055633U (en) | Automatic vibration damper for water diaphragm pump feeding box body | |
| CN108223334A (en) | Low noise sound tube fills air pump | |
| CN108086874A (en) | If the door-plate in scale face | |
| CN209762537U (en) | Sound-proof noise-reducing drain pipe | |
| CN207073372U (en) | A kind of double glazing with detent mechanism | |
| CN108060877A (en) | The timber of four elastic piece structure of two-chamber | |
| CN109372205A (en) | A kind of high strength composite PVC fire-proof plate | |
| CN216689934U (en) | Building assembled heat preservation sound insulation wallboard | |
| CN206234477U (en) | It is applied to the comprehensive vibration and noise reducing device of ship pipeline | |
| CN210827920U (en) | Wall structure for emotion releasing room | |
| CN113323534B (en) | Steel supporting structure for shock protection | |
| CN207597650U (en) | A kind of sound-proof wall body structure | |
| CN210797927U (en) | Sound insulation structure of adaptation embedding wall body fire hose | |
| CN212105643U (en) | Sound insulation door | |
| CN205134578U (en) | Thermal -insulated structure of building outer wall | |
| CN209779912U (en) | Aerated concrete plate | |
| CN207513479U (en) | A kind of novel damping window | |
| CN207160328U (en) | A kind of seismic shear wall |
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: 20180918 Termination date: 20211215 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |