CN107254957A - Shock resistance type antistatic floor - Google Patents
Shock resistance type antistatic floor Download PDFInfo
- Publication number
- CN107254957A CN107254957A CN201710685851.8A CN201710685851A CN107254957A CN 107254957 A CN107254957 A CN 107254957A CN 201710685851 A CN201710685851 A CN 201710685851A CN 107254957 A CN107254957 A CN 107254957A
- Authority
- CN
- China
- Prior art keywords
- antistatic floor
- shock resistance
- crossbeam
- piston
- plate
- 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.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/024—Sectional false floors, e.g. computer floors
- E04F15/02447—Supporting structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/22—Resiliently-mounted floors, e.g. sprung floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/22—Resiliently-mounted floors, e.g. sprung floors
- E04F15/225—Shock absorber members therefor
Abstract
The invention discloses a kind of shock resistance type antistatic floor, including crossbeam, buffer unit and antistatic floor, the crossbeam is intersected to form framework, and buffer unit is arranged on crossbeam crosspoint, and antistatic floor is arranged in the framework of crossbeam formation.The advantage of the invention is that：（1）Shock resistance antistatic floor rigidity flex point is designed：Preferably, when by extraneous large impact, shock resistance antistatic floor can just be played a role stability, and rigidity is remarkably decreased, and play good buffering effect.（2）Shock resistance antistatic floor employs piston in structure design, piston rod, the frame mode of cylinder, and when piston is moved in cylinder, air can circulate between cylinder and the external world, forms the effect of certain gas friction damping, further improves the buffering effect of system.（3）Because the main material of buffer unit selects metal material, so shock resistance antistatic floor has good environmental suitability and reliability.
Description
Technical field
The present invention relates to a kind of antistatic floor, the shock resistance type antistatic being especially applicable in the cabin on naval vessel
Plate.
Background technology
Under the effect of external large impact, the security of work comfort degree and equipment in cabin can by large effect,
The normal operating operation of personnel can be by serious interference in naval vessel.Because existing ship is very immature with floating floor technology, also
The example not being applied successfully, needs to be analyzed comprehensively for antistatic floor for this, and design one kind can meet naval vessel anti-impact
Hit the novel shock-resistant floating floor of performance.
The content of the invention
It is an object of the invention to solve problems of the prior art there is provided a kind of shock resistance type antistatic floor,
Naval vessel shock resistance is improved, so as to improve the work comfort degree in cabin and the security of equipment.
Technique according to the invention scheme, the shock resistance type antistatic floor, including crossbeam, buffer unit and antistatic
Floor, the crossbeam is intersected to form framework, and buffer unit is arranged on crossbeam crosspoint, and antistatic floor is arranged on crossbeam
In the framework of formation.
Further, the buffer unit include piston rod, end cap, buffer stopper, piston plate, cylinder body, bottom plate, train wheel bridge,
Steel wire rope, lower plate and welded plate；The piston rod upper end connects train wheel bridge, and lower plate is fixed on bottom plate, is connected under bottom plate
Welded plate；The train wheel bridge and lower plate are connected with steel wire rope respectively；The buffer stopper is arranged on the piston rod, is connected under piston rod
Take over a job seben, the buffer stopper, underpart of the piston rod point and piston plate are all placed in cylinder body, and one is collectively forming with the end cap
Piston apparatus, the piston apparatus is fixed on bottom plate.
Further, the beam vertical is intersected.
Further, pinboard is provided between the crossbeam and buffer unit, the antistatic floor is fixed on pinboard
On.
Further, wear-resisting ring is provided between the end cap and piston rod.
Further, it is provided with the middle part of the wall of the piston plate side in groove, the groove and is provided with 0 type circle.
The advantage of the invention is that：
（1）Shock resistance antistatic floor rigidity flex point is designed：The design of variation rigidity ensure that cabin personnel does not have when walking
Sensation significantly is rocked, stability is preferable.Only when by extraneous large impact, shock resistance antistatic floor can just play work
With rigidity is remarkably decreased, and plays good buffering effect.
（2）Shock resistance antistatic floor employs piston, piston rod, the frame mode of cylinder, piston in structure design
When being moved in cylinder, air can circulate between cylinder and the external world, form the effect of certain gas friction damping, further carry
The buffering effect of high system.
（3）Because the main material of buffer unit selects metal material, so shock resistance antistatic floor has well
Environmental suitability and reliability.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is Fig. 1 top view.
Fig. 3 is partial enlarged drawing at A in Fig. 1.
Fig. 4 is the structural representation of buffer unit of the present invention.
Fig. 5 is Fig. 4 side view.
Description of reference numerals：1st, pinboard；2nd, buffer unit；201st, hexagon socket countersunk flat cap head screw, 202, piston rod；203rd, it is resistance to
Grinding ring；204th, end cap；205th, buffer stopper；206th, piston plate；207th, 0 type circle；208th, cylinder body；209th, bottom plate；210th, train wheel bridge；
211st, steel wire rope；212nd, the second fillister head screw；213rd, lower plate；214th, welded plate；215th, soket head cap screw；3rd, antistatic
Plate；4th, crossbeam；5th, the first fillister head screw；6th, hexagon socket countersunk flat cap head screw.
Embodiment
With reference to specific embodiments and the drawings, the invention will be further described.
As shown in Figure 1, Figure 2, Figure 3 shows：Shock resistance type antistatic floor, including crossbeam 4, buffer unit 2 and antistatic floor
3, crossbeam 4 is intersected to form framework, and buffer unit 2 is arranged on the crosspoint of crossbeam 4, and antistatic floor 3 is sequentially placed into crossbeam 4
In the framework of formation.In one embodiment, crossbeam 4 is square crossing.It can also be set between crossbeam 4 and buffer unit 2
Pinboard 1, crossbeam 4, pinboard 1, buffer unit 2 are linked together by the first fillister head screw 5, and antistatic floor 3 is utilized
Hexagon socket countersunk flat cap head screw 6 is fixed on pinboard 1.
As shown in Figure 4, Figure 5：Buffer unit 2 includes piston rod 202, end cap 204, buffer stopper 205, piston plate 206, cylinder body
208th, bottom plate 209, train wheel bridge 210, steel wire rope 211, lower plate 213 and welded plate 214.Metal is used in addition to buffer stopper 205
Material, with good environmental suitability and reliability.The upper end of piston rod 202 connects train wheel bridge 210, and lower plate 213 is in
Hexagonal spiral shell 215 is fixed on bottom plate 209, and bottom plate 209 is fixed on welded plate 214 using the second fillister head screw 212.Train wheel bridge
210 and lower plate 213 be firmly connected by punching press with steel wire rope 211 respectively.Buffer stopper 205 is set on piston rod 202, piston
Piston plate 206 is connected through a screw thread under bar 202, buffer stopper 205,202 times parts of piston rod and piston plate 206 are all placed in cylinder body
In 208, a piston apparatus is collectively forming with end cap 204, good cushioning effect can be played, the piston apparatus passes through screw thread
Connection.Wear-resisting ring 203 is provided between end cap 204 and piston rod 202, it is to avoid end cap 204 causes to damage with the direct friction of piston rod 202
Wound.It is provided with the middle part of the side wall of piston plate 206 in groove, the groove and is provided with 0 type circle 207, it is simple in construction, and have a self sealing action,
Sealing property is reliable.
Operation principle：
Shock resistance type antistatic floor of the present invention is when being not affected by large impact environment, and shock resistance floating floor is primarily subjected to people and set
Standby static load.Under static state, the buffer stopper 205 in buffer unit is in holding state with piston rod 206, produces frictional force,
Form larger rigidity, and the frictional force is more than the gravity of people that shock resistance floating floor born and equipment.Therefore, people is worked as
When being walked about on shock resistance floating floor, the deformation very little of antioverloading vibration isolation buffering device, it is ensured that personnel have preferably when walking
Sense of stability.
When shock resistance floating floor is by extraneous large impact.Foreign impacts power is more than the stiction of buffer unit 2, delays
The setting in motion of flushing device 2, by the compression and resilience of steel wire rope 211, absorbs consumed energy, reaches protection equipment and personal security
Purpose.And in the compression process of steel wire rope 211, when piston is moved in cylinder body, air can flow between cylinder body and the external world
It is logical, the effect of certain gas friction damping is formed, the buffering effect of system is further improved.
The present invention ensure that cabin personnel exists using the design of shock resistance antistatic floor rigidity flex point, the design of the variation rigidity
Do not had during walking and significantly rock sensation, stability is preferable；Only when by extraneous large impact, shock resistance antistatic floor
It can just play a role, rigidity is remarkably decreased, play good buffering effect.Shock resistance antistatic floor is used in structure design
Piston, piston rod, the frame mode of cylinder, when piston is moved in cylinder, air can circulate between cylinder and the external world, shape
The effect damped into certain gas friction, further improves the buffering effect of system.Simultaneously as the main material of buffer unit
From metal material, so shock resistance antistatic floor has good environmental suitability and reliability.
Claims (6)
1. shock resistance type antistatic floor, it is characterised in that including crossbeam（4）, buffer unit（2）And antistatic floor（3）, institute
State crossbeam（4）Intersect to form framework, buffer unit（2）Installed in crossbeam（4）On crosspoint, antistatic floor（3）Install
In crossbeam（4）In the framework of formation.
2. shock resistance type antistatic floor according to claim 1, it is characterised in that the buffer unit（2）Including work
Stopper rod（202）, end cap（204）, buffer stopper（205）, piston plate（206）, cylinder body（208）, bottom plate（209）, train wheel bridge（210）、
Steel wire rope（211）, lower plate（213）And welded plate（214）；The piston rod（202）Upper end connects train wheel bridge（210）, lower folder
Plate（213）It is fixed on bottom plate（209）On, bottom plate（209）Lower connecting welding plate（214）；The train wheel bridge（210）And lower plate
（213）Respectively with steel wire rope（211）Connection；The buffer stopper（205）It is set in piston rod（202）On, piston rod（202）Lower company
Take over a job seben（206）, the buffer stopper（205）, piston rod（202）Lower part and piston plate（206）All it is placed in cylinder body（208）
It is interior, with the end cap（204）A piston apparatus is collectively forming, the piston apparatus is fixed on bottom plate（209）On.
3. shock resistance type antistatic floor according to claim 1, it is characterised in that the crossbeam（4）For square crossing.
4. shock resistance type antistatic floor according to claim 1, it is characterised in that the crossbeam（4）And buffer unit
（2）Between be provided with pinboard（1）, the antistatic floor（3）It is fixed on pinboard（1）On.
5. shock resistance type antistatic floor according to claim 2, it is characterised in that the end cap（204）With piston rod
（202）Between be provided with wear-resisting ring（203）.
6. shock resistance type antistatic floor according to claim 2, it is characterised in that the piston plate（206）In the wall of side
Portion, which is provided with groove, the groove, is provided with 0 type circle（207）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710685851.8A CN107254957A (en) | 2017-08-11 | 2017-08-11 | Shock resistance type antistatic floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710685851.8A CN107254957A (en) | 2017-08-11 | 2017-08-11 | Shock resistance type antistatic floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107254957A true CN107254957A (en) | 2017-10-17 |
Family
ID=60026787
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710685851.8A Withdrawn CN107254957A (en) | 2017-08-11 | 2017-08-11 | Shock resistance type antistatic floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107254957A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826400A (en) * | 2019-03-27 | 2019-05-31 | 林继承 | A kind of bilayer resistance to compression acrylic floor |
| 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 |
-
2017
- 2017-08-11 CN CN201710685851.8A patent/CN107254957A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826400A (en) * | 2019-03-27 | 2019-05-31 | 林继承 | A kind of bilayer resistance to compression acrylic floor |
| CN109826400B (en) * | 2019-03-27 | 2021-01-08 | 宏耐地板(宿迁)有限公司 | Double-layer anti-compression acrylic floor |
| 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 |
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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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20171017 |
|
| WW01 | Invention patent application withdrawn after publication |