CN212984481U - Pavement structure of light and thin ground in assembled public area - Google Patents
Pavement structure of light and thin ground in assembled public area Download PDFInfo
- Publication number
- CN212984481U CN212984481U CN202021331122.6U CN202021331122U CN212984481U CN 212984481 U CN212984481 U CN 212984481U CN 202021331122 U CN202021331122 U CN 202021331122U CN 212984481 U CN212984481 U CN 212984481U
- Authority
- CN
- China
- Prior art keywords
- floor
- structural
- board
- plate
- vertical
- 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.)
- Active
Links
Images
Landscapes
- Floor Finish (AREA)
Abstract
The application discloses a pavement structure of a light and thin ground in an assembly type public area, which belongs to the technical field of assembly type decoration and comprises a structural floor slab and a structural wall body, wherein the structural floor slab is sequentially provided with an overhead layer, an overhead floor module, a ground balance plate and a decorative panel from bottom to top, and the overhead floor module and the structural floor slab form the overhead layer through an adjustable ground pin assembly; the structure wall body sets firmly the limit fossil fragments, the limit fossil fragments include with structure wall body fixed connection's vertical fixed plate, vertical fixed plate is provided with and transversely accepts the board, transversely accept the below that the board is located the raised floor module, and transversely accept and be provided with the cushion between board and the raised floor module, transversely accept board downwardly extending and have vertical connecting plate, vertical connecting plate is provided with horizontal backup pad, horizontal backup pad and raised floor module interval set up, horizontal backup pad passes through height adjusting part fixed connection on the structure floor. This application not only has the effect of shock attenuation, noise reduction, improves service life moreover.
Description
Technical Field
The application relates to the technical field of assembly type decoration, in particular to a pavement structure of a light and thin ground in an assembly type public area.
Background
Compared with the traditional decoration process, the assembly decoration process can not generate too much garbage, and greatly improves the material utilization rate. China is entering into the green development period at a high speed, so that the problems of reducing waste, strictly controlling material waste and strictly grasping environmental protection are very important. The problem of a lot of material utilization rates can be reduced by adopting the assembly type decoration process, which is the main reason why more good policies are released for assembly type decoration in China.
In the related art, the fabricated ground pavement is sequentially provided with an overhead layer, an overhead floor module, a ground balance plate and a veneer from bottom to top on a structural floor slab, and the overhead floor module and the structural floor slab form the overhead layer through an adjustable foot margin assembly. When personnel walked on the decorative board, decurrent deformation takes place for decorative board, ground balance board and built on stilts floor module, because the existence on built on stilts layer produces great noise, and built on stilts floor module, ground balance board and decorative board also take place vibrations thereupon and produce the crack easily moreover, shorten service life.
SUMMERY OF THE UTILITY MODEL
To the not enough of prior art existence, the utility model aims to provide a structure of mating formation on public light and thin type ground in district of assembled, it not only has the effect of shock attenuation, noise reduction, improves life moreover.
The technical purpose of the application is realized by the following technical scheme:
the pavement structure of the light and thin ground in the fabricated public area comprises a structural floor slab and a structural wall body, wherein the structural floor slab is sequentially provided with an overhead layer, an overhead floor module, a ground balance plate and a veneer from bottom to top, and the overhead floor module and the structural floor slab form the overhead layer through adjustable foot margin components;
the utility model discloses a floor slab, including structure wall body, limit fossil fragments, vertical connecting plate, horizontal backup pad and built on stilts floor module interval, the structure wall body has set firmly the limit fossil fragments, the limit fossil fragments include the vertical fixed plate with structure wall body fixed connection, vertical fixed plate is provided with and transversely accepts the board, transversely accept the below that the board is located built on stilts floor module, and transversely accept to be provided with the cushion that damps between board and the built on stilts floor module, transversely accept board downwardly extending has vertical connecting plate, vertical connecting plate is provided with horizontal backup pad, horizontal backup pad and built on stil.
Through adopting above-mentioned technical scheme, when personnel walked on the decorative board, decurrent deformation takes place for decorative board, ground balance board and built on stilts floor module, the setting of shock attenuation cushion plays buffering cushioning effect to decorative board, ground balance board and built on stilts floor module moreover, thereby reduce the decorative board, the vibration frequency of ground balance board and built on stilts floor module, the production of noise reduction prevents to build on stilts floor module moreover, ground balance board and decorative board are because vibration frequency is too big and produce the crack, improve service life.
The application is further configured to: the adjustable foundation assembly comprises an adjusting base fixedly connected to the structural floor slab, an adjusting screw fixedly arranged on the upper surface of the base and an adjusting support block, the adjusting support block is provided with a through hole for the adjusting screw to pass through, and the adjusting screw is in threaded connection with an adjusting nut positioned between the adjusting support block and the adjusting base; the raised floor module is abutted against the upper surface of the adjusting support block.
Through adopting above-mentioned technical scheme, the base is fixed in on the structural floor, adjusts the height of supporting shoe through adjusting nut threaded connection position on the screw rod to reach the purpose of adjusting built on stilts floor module mounting height, and then adjust the mounting height of decorative board.
The application is further configured to: the height adjusting component comprises a heightening base on the floor of the fixed connection structure, a heightening screw fixedly arranged on the base and a heightening nut in threaded connection with the heightening screw, a through hole for the heightening screw to pass through is formed in the transverse supporting plate, and the lower surface of the transverse supporting plate is abutted to the heightening nut.
Through adopting above-mentioned technical scheme, adjust the height of horizontal backup pad through the height of increaseing the nut on the screw rod of increaseing to adjust and transversely accept board and built on stilts floor module relative position, in order to acquire the installation space of cushion.
The application is further configured to: the vertical fixing plate and the vertical connecting plate are respectively positioned on two sides of the transverse bearing plate.
Through adopting above-mentioned technical scheme, the constructor of being convenient for is with vertical fixed plate fixed mounting on the structure wall body.
The application is further configured to: the horizontal supporting plate and the horizontal bearing plate are respectively positioned on two sides of the vertical connecting plate.
By adopting the technical scheme, the edge keel is in a step shape and is stable in structure, and the supporting effect on the raised floor module is improved.
The application is further configured to: the ground balance plate is a calcium silicate plate with the thickness of 10 mm.
By adopting the technical scheme, the calcium silicate board has the advantages of high strength, light weight, good processability, excellent fireproof performance, moisture resistance and super-long service life.
The application is further configured to: the veneer can be selected from 2mm thick stone plastic floor.
By adopting the technical scheme, the stone plastic floor is quick to install, small in seam and seamless to weld, and has the advantages of being ultra-light and ultra-thin, ultra-strong in wear resistance, high in elasticity, ultra-strong in impact resistance, ultra-strong in skid resistance, fireproof, flame-retardant, waterproof, moistureproof, sound-absorbing, noise-proof, antibacterial, resistant to acid and alkali corrosion, heat-conducting and warm-keeping and the like.
The application is further configured to: the structural wall is fixedly provided with a skirting line positioned above the veneer.
By adopting the technical scheme, the skirting line has a protection function, and firstly, the skirting line can better ensure that the wall body and the ground are firmly combined, the deformation of the wall body is reduced, and the damage caused by external force collision is avoided; secondly, the skirting line is easy to scrub, and if dirty water splashes on the mopping floor, the scrubbing is very convenient.
The application is further configured to: and an elastic damping component is arranged between the transverse bearing plate and the structural floor slab.
Through adopting above-mentioned technical scheme, elasticity shock attenuation subassembly is used for the reinforcing to the cushioning effect of decorative board, ground balance board and built on stilts floor module.
The application is further configured to: elasticity damper includes set firmly vibration damping mount on the structure floor, sets firmly standpipe on vibration damping mount, cup joints in the montant of standpipe, be provided with the pressure spring in the standpipe, the one end butt of pressure spring on vibration damping mount, other end butt in the lower extreme of montant, the upper end of montant sets firmly the decompression and accepts the board.
Through adopting above-mentioned technical scheme, when personnel walked on the decorative board, decurrent deformation takes place for decorative board, ground balance board and built on stilts floor module, and when the shock attenuation cushion played the absorbing effect of buffering once, transversely accept the board and take place decurrent deformation, transversely accept the board and accept the board to the decompression and produce decurrent effort, the board drives the montant downstream is accepted in the decompression, and the pressure spring produces ascending effort and plays the absorbing effect of secondary buffering to the montant.
In summary, the present application has the following beneficial effects:
first, this application not only has the effect of shock attenuation, falling the noise, improves life moreover.
Second, when personnel walked on the decorative board, decurrent deformation took place for decorative board, ground balance board and built on stilts floor module, and when the shock attenuation cushion played the absorbing effect of buffering once, transversely accepted the board and taken place decurrent deformation, transversely accepted the board and accepted the board to the decompression and produced decurrent effort, the board drives the montant downstream is accepted in the decompression, and the pressure spring produces ascending effort and plays the absorbing effect of secondary buffering to the montant.
Drawings
Fig. 1 is a longitudinal sectional view of embodiment 1 of the present application;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is a transverse sectional view of embodiment 1 of the present application;
FIG. 4 is an enlarged view of portion B of FIG. 3;
FIG. 5 is a transverse sectional view of embodiment 2 of the present application;
fig. 6 is an enlarged view of a portion C in fig. 5.
In the figure, 1, a structural floor slab; 2. a structural wall; 3. an overhead layer; 4. a raised floor module; 5. a ground balance plate; 6. a veneer; 7. an adjustable foot assembly; 71. adjusting the base; 72. adjusting the screw rod; 73. adjusting the nut; 74. adjusting the supporting block; 741. accommodating grooves; 8. a side keel; 81. a vertical fixing plate; 82. a transverse bearing plate; 83. a vertical connecting plate; 84. a transverse support plate; 841. perforating; 9. a height adjustment assembly; 91. heightening the base; 92. adjusting the height of the screw rod; 93. heightening the nut; 10. a shock-absorbing rubber pad; 11. an elastic shock-absorbing member; 111. a damping mount; 112. a vertical tube; 113. a vertical rod; 114. a pressure spring; 115. a pressure reducing bearing plate; 12. a skirting line.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
Example 1
Referring to fig. 1-2, for the paving structure of light and thin ground in assembled public area that this application discloses, including structural floor 1 and structural wall 2, structural floor 1 is provided with built on stilts layer 3, built on stilts floor module 4, ground balance board 5 and decorative board 6 from lower to upper in order, and built on stilts layer 3 is formed through adjustable lower margin subassembly 7 to built on stilts floor module 4 and structural floor 1. The structural wall body 2 is adhered with a skirting line 12, and the lower end of the skirting line 12 is abutted against the upper surface of the veneer 6.
Adjustable lower margin subassembly 7 is including bonding in the regulation base 71 on structural floor 1, weld adjusting screw 72 and the regulation supporting shoe 74 of base upper surface, the through-hole that supplies adjusting screw 72 to pass through is seted up to regulation supporting shoe 74, adjusting screw 72 threaded connection has the adjusting nut 73 that is located between regulation supporting shoe 74 and the regulation base 71, the lower surface of regulation supporting shoe 74 is seted up and is used for holding adjusting nut 73's holding tank 741, holding tank 741 and through-hole are linked together, and adjusting nut 73's upper surface butt is on the cell wall of holding tank 741. The raised floor module 4 abuts the upper surface of the adjustment support block 74.
The ground balance plate 5 is selected from a calcium silicate plate with the thickness of 10mm, and the ground balance plate 5 is fully adhered to the upper surface of the raised floor module 4 by adopting special floor glue; the veneer 6 can be selected from a stone plastic floor with the thickness of 2mm, and the veneer 6 is fully adhered to the upper surface of the ground balance plate 5 by adopting special glue for the floor.
Referring to fig. 3 to 4, the structural wall 2 is fixedly provided with a side keel 8, the side keel 8 includes a vertical fixing plate 81, a horizontal bearing plate 82, a vertical connecting plate 83 and a horizontal supporting plate 84, the vertical fixing plate 81 and the vertical connecting plate 83 are arranged in parallel, the vertical fixing plate 81 and the vertical connecting plate 83 are respectively located at two sides of the horizontal bearing plate 82, the horizontal supporting plate 84 and the horizontal bearing plate 82 are arranged in parallel, and the horizontal supporting plate 84 and the horizontal bearing plate 82 are respectively located at two sides of the vertical connecting plate 83. The vertical fixing plate 81 is adhered to the side face of the structural wall 2 by structural adhesive, the transverse bearing plate 82 and the transverse supporting plate 84 are both located below the raised floor module 4, the distance between the transverse bearing plate 82 and the raised floor module 4 is smaller than the distance between the transverse supporting plate 84 and the raised floor module 4, a damping rubber pad 10 is arranged between the transverse bearing plate 82 and the raised floor module 4, and the transverse supporting plate 84 is fixedly connected to the structural floor 1 through a height adjusting assembly 9.
The height adjusting assembly 9 includes a height adjusting base 91 adhered to the structural floor 1, a height adjusting screw 92 welded to the base, and a height adjusting nut 93 screwed to the height adjusting screw 92, the horizontal support plate 84 is provided with a through hole 841 for the height adjusting screw 92 to pass through, and the lower surface of the horizontal support plate 84 abuts against the height adjusting nut 93.
The working principle of the embodiment is as follows: when the personnel walked on decorative board 6, decurrent deformation takes place for ground balance board 5 and built on stilts floor module 4, and shock attenuation cushion 10's setting is to decorative board 6, ground balance board 5 and built on stilts floor module 4 play buffering cushioning effect, thereby reduce decorative board 6, ground balance board 5 and built on stilts floor module 4's frequency of vibration, noise reduction's production, and prevent built on stilts floor module 4, ground balance board 5 and decorative board 6 are because frequency of vibration is too big and produce the crack, service life is prolonged.
Example 2
Referring to fig. 5 to 6, in order to provide a pavement structure for a fabricated public light and thin floor disclosed in the present application, embodiment 2 is different from embodiment 1 in that an elastic shock-absorbing member 11 is disposed between a lateral receiving plate 82 and a structural floor slab 1.
The elastic damping component 11 comprises a damping base 111 adhered to the structural floor slab 1, a vertical pipe 112 welded on the upper surface of the damping base 111, and a vertical rod 113 sleeved on the vertical pipe 112, wherein one end of a pressure spring 114 arranged in the vertical pipe 112 abuts against the upper surface of the damping base 111, the other end abuts against the lower end of the vertical rod 113, and a pressure reduction bearing plate 115 is welded at the upper end of the vertical rod 113; when the upper surface of the veneer 6 is not subjected to a downward force, the upper surface of the pressure reduction receiving plate 115 abuts against the lower surface of the lateral receiving plate 82, and no interaction force is generated between the pressure reduction receiving plate 115 and the lateral receiving plate 82.
The working principle of the embodiment is as follows: when a person walks on the veneer 6, the ground balance plate 5 and the raised floor module 4 deform downwards, the damping rubber mat 10 plays a role in primary buffering and damping, the transverse bearing plate 82 deforms downwards, the transverse bearing plate 82 generates a downward acting force on the pressure reduction bearing plate 115, the pressure reduction bearing plate 115 drives the vertical rod 113 to move downwards, and the pressure spring 114 generates an upward acting force on the vertical rod 113 and plays a role in secondary buffering and damping.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The pavement structure of the light and thin ground in the fabricated public area comprises a structural floor slab (1) and a structural wall body (2), and is characterized in that an overhead layer (3), an overhead floor module (4), a ground balance plate (5) and a decorative panel (6) are sequentially arranged on the structural floor slab (1) from bottom to top, and the overhead floor module (4) and the structural floor slab (1) form the overhead layer (3) through an adjustable foot assembly (7);
structural wall body (2) have set firmly limit fossil fragments (8), limit fossil fragments (8) include vertical fixed plate (81) with structural wall body (2) fixed connection, vertical fixed plate (81) are provided with horizontal board (82) of accepting, horizontal board (82) of accepting is located the below of built on stilts floor module (4), and transversely accept and be provided with between board (82) and the built on stilts floor module (4) cushion (10), horizontal board (82) downwardly extending of accepting has vertical connecting plate (83), vertical connecting plate (83) are provided with horizontal backup pad (84), horizontal backup pad (84) and built on stilts floor module (4) interval set up, horizontal backup pad (84) are through height adjusting part (9) fixed connection on structural floor (1).
2. The pavement structure of the fabricated public light and thin ground according to claim 1, wherein the adjustable foot assembly (7) comprises an adjusting base (71) fixedly connected to the structural floor (1), an adjusting screw (72) fixedly arranged on the upper surface of the base and an adjusting support block (74), the adjusting support block (74) is provided with a through hole for the adjusting screw (72) to pass through, and the adjusting screw (72) is in threaded connection with an adjusting nut (73) positioned between the adjusting support block (74) and the adjusting base (71); the raised floor module (4) is abutted to the upper surface of the adjusting support block (74).
3. The pavement structure of the fabricated public light and thin ground of claim 1, wherein the height adjusting assembly (9) comprises a height adjusting base (91) fixedly connected to the structural floor (1), a height adjusting screw (92) fixedly arranged on the base, and a height adjusting nut (93) in threaded connection with the height adjusting screw (92), the transverse support plate (84) is provided with a through hole (841) for the height adjusting screw (92) to pass through, and the lower surface of the transverse support plate (84) abuts against the height adjusting nut (93).
4. The pavement structure of an assembled public light and thin floor according to claim 1, wherein the vertical fixing plate (81) and the vertical connecting plate (83) are respectively located at two sides of the horizontal bearing plate (82).
5. Pavement structure for fabricated public light and thin floors according to claim 4, characterized in that the lateral support plates (84) and the lateral bearing plates (82) are respectively located on both sides of the vertical connecting plate (83).
6. Pavement structure of fabricated highway light and thin floor according to claim 1, characterized in that said ground balance board (5) is set as calcium silicate board with 10mm thickness.
7. Pavement structure of fabricated public light and thin floors according to claim 1, characterized in that the veneer (6) is selected from 2mm thick stone-plastic floors.
8. The paving structure of the fabricated public light and thin floor as claimed in claim 1, wherein the structural wall (2) is fixedly provided with a skirting line (12) above the veneer (6).
9. Pavement structure for fabricated public light and thin floors according to claim 1, characterized in that elastic shock-absorbing components (11) are arranged between the lateral bearing plates (82) and the structural floor (1).
10. The pavement structure of an assembled public area light and thin floor according to claim 9, wherein the elastic damping component (11) comprises a damping base (111) fixed on the structural floor (1), a vertical pipe (112) fixed on the damping base (111), and a vertical rod (113) sleeved on the vertical pipe (112), a compression spring (114) is arranged in the vertical pipe (112), one end of the compression spring (114) abuts against the damping base (111), the other end abuts against the lower end of the vertical rod (113), and a pressure reduction bearing plate (115) is fixed on the upper end of the vertical rod (113).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021331122.6U CN212984481U (en) | 2020-07-08 | 2020-07-08 | Pavement structure of light and thin ground in assembled public area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021331122.6U CN212984481U (en) | 2020-07-08 | 2020-07-08 | Pavement structure of light and thin ground in assembled public area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212984481U true CN212984481U (en) | 2021-04-16 |
Family
ID=75426924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021331122.6U Active CN212984481U (en) | 2020-07-08 | 2020-07-08 | Pavement structure of light and thin ground in assembled public area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212984481U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463877A (en) * | 2021-07-28 | 2021-10-01 | 浙江亚厦装饰股份有限公司 | Assembled adjusting pin structure capable of achieving silent shock absorption and installation method thereof |
| CN114562032A (en) * | 2022-04-12 | 2022-05-31 | 中冶建工集团有限公司 | Assembled steel structure building integrated system |
| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
| CN115288298A (en) * | 2022-04-12 | 2022-11-04 | 中冶建工集团有限公司 | Assembled steel structure building |
-
2020
- 2020-07-08 CN CN202021331122.6U patent/CN212984481U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113463877A (en) * | 2021-07-28 | 2021-10-01 | 浙江亚厦装饰股份有限公司 | Assembled adjusting pin structure capable of achieving silent shock absorption and installation method thereof |
| CN114562032A (en) * | 2022-04-12 | 2022-05-31 | 中冶建工集团有限公司 | Assembled steel structure building integrated system |
| CN114809403A (en) * | 2022-04-12 | 2022-07-29 | 中冶建工集团有限公司 | Floor system for assembled steel structure building |
| CN115288298A (en) * | 2022-04-12 | 2022-11-04 | 中冶建工集团有限公司 | Assembled steel structure building |
| CN115288298B (en) * | 2022-04-12 | 2023-10-17 | 中冶建工集团有限公司 | Assembled steel structure building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212984481U (en) | Pavement structure of light and thin ground in assembled public area | |
| CN102791938B (en) | Sound-insulating and vibration-isolating rubber pad and method for installing a sound-insulating and vibration-isolating floor using same | |
| KR101278446B1 (en) | Packing material is combined wood deck | |
| KR20070055095A (en) | Supporting system for raised access floors | |
| CN215889185U (en) | Assembled shock attenuation ground of shocking resistance | |
| CN211949396U (en) | Buffer and floor assembly | |
| KR101256329B1 (en) | Mounting method by rubber and frame | |
| JP2001146811A (en) | Soundproof floor structure | |
| CN215563713U (en) | Floor for steel structure house | |
| KR200440951Y1 (en) | Supporting system for raised access floors | |
| CN209483866U (en) | A kind of Architectural Equipment rubber vibration isolation device | |
| KR20120007574U (en) | SF Functional Floor Frame | |
| CN218205319U (en) | Prefabricated staircase for assembly type structure | |
| KR200378944Y1 (en) | A product having damping seat for reducing noise in architecture | |
| JP5711453B2 (en) | Support leg and dry sound insulation double floor structure using the same | |
| CN218234177U (en) | Inorganic cement floor with anti-seismic effect | |
| CN216664845U (en) | Ceramic raised floor | |
| CN218894309U (en) | Assembled stair step noise reduction design structure | |
| CN214656017U (en) | Dynamic vibration damping device, floating plate structure with same and floating plate track system | |
| CN220686604U (en) | Sports wood floor capable of being repeatedly disassembled and assembled | |
| CN215858806U (en) | Waterproof wooden floor for gymnasium | |
| JP2577746Y2 (en) | Floor support | |
| CN205330088U (en) | Indoor gymnasium shock attenuation ground plate structure | |
| CN216774498U (en) | Beautiful tooth equipment is with novel suspension shock attenuation device | |
| CN219909767U (en) | Sound-absorbing and damping stage wood floor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |