CN218779862U - Floor slab laying template - Google Patents
Floor slab laying template Download PDFInfo
- Publication number
- CN218779862U CN218779862U CN202222451175.7U CN202222451175U CN218779862U CN 218779862 U CN218779862 U CN 218779862U CN 202222451175 U CN202222451175 U CN 202222451175U CN 218779862 U CN218779862 U CN 218779862U
- Authority
- CN
- China
- Prior art keywords
- groove
- steel sheet
- profiled steel
- cement
- profiled
- 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
A floor slab laying template comprises a profiled steel sheet with a waveform section formed along the length direction of the slab and H-shaped steel connected to two sides of the profiled steel sheet, wherein the profiled steel sheet sequentially forms an upper through groove and a lower through groove which are alternately arranged along the length direction of the slab, and foam blocks are filled in the lower through groove; the top and the bottom of the profiled steel sheet are respectively provided with an upper cement board and a lower cement board which are connected, and two sides of the profiled steel sheet are provided with foam boards which are oppositely arranged; the upper cement plate, the lower cement plate and the oppositely arranged foam plates form a rectangular structure in a surrounding mode, and the side edge of the rectangular structure is clamped in the H-shaped steel in a clamping mode; compared with the prior art; through setting up profiled sheet and filling the foam block in the profiled sheet for floor laying formwork has better damping effect in the use, and the setting of rubber pad and cystosepiment simultaneously makes floor laying formwork have better stability under the condition of being connected with shaped steel.
Description
Technical Field
The utility model relates to an assembly type structure technical field, concretely relates to template is laid to floor.
Background
With the continuous improvement of living standard of people, the requirements of people on the building speed, the building cost, the construction quality, the energy conservation, the environmental protection and the like of the building industries such as houses and the like are also continuously improved, and the requirements are also improved for saving resource and energy, reducing the construction pollution, improving the labor production efficiency and the quality safety level, developing green buildings and advanced construction modes. By adopting the assembly type structure, the standardized design, factory production and even product production, assembly construction, integrated decoration, informatization management and intelligent application can be realized, the construction efficiency is effectively improved, the cost is reduced, the energy and resources are saved, the construction waste and the adverse effect on the environment are reduced, the technical level and the engineering quality are improved, and the transformation and the upgrade of the construction industry are promoted.
The building industrialization is the development direction of the future building industry, the assembly type building is the hot point of research and development practice of institutions of various departments and colleges and building enterprises in recent years, and various prefabricated part products are rich in form and variety, novel, high-quality and different in performance, and are rapidly developed and widely applied.
Chinese patent No. CN110374241A discloses a floor bottom module, a floor and a method for constructing a floor, including a square plate, wherein four corners of the square plate are provided with mounting grooves, the length of each mounting groove along two sides of the four corners is the same, and the mounting grooves are centered on the height direction of the four corners and are located on the same horizontal plane.
The floor disclosed above realizes the assembly connection in a clamping manner, but in the actual use process, when certain vibration is generated, the floor is vibrated under the transmission action of force, so that certain noise is generated, and the installation and the use of the floor are influenced.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome the defect among the above-mentioned prior art, provide a simple structure, the shock attenuation is effectual, installs convenient floor and lays the template.
In order to realize the purpose of the utility model, the utility model adopts the following technical scheme: a floor slab laying module comprises profiled steel sheets with a waveform section formed along the plate length direction, wherein the profiled steel sheets sequentially form upper through grooves and lower through grooves which are alternately arranged along the plate length direction, and a sound insulation layer is filled in the lower through grooves; the top and the bottom of the profiled steel sheet are respectively provided with an upper cement board and a lower cement board which are connected, and two sides of the profiled steel sheet are provided with foam boards which are oppositely arranged; the upper cement plate, the lower cement plate and the foam plates which are oppositely arranged enclose a rectangular structure, and the side edge of the rectangular structure is clamped in the H-shaped steel.
As a preferred scheme of the utility model, the groove top is led to on upper portion is formed with ascending opening, and all upper portions are connected to the upper portion cement board and are led to the groove, and the upper portion cement board leads to the upwards opening shutoff that the groove was led to on upper portion.
As a preferred scheme of the utility model, the logical groove top in lower part is formed with decurrent opening, and all lower part logical grooves are connected to lower part cement board, and lower part cement board to the logical groove of lower part upwards open the mouth shutoff, and lower part cement board supports the puigging.
As the utility model discloses a preferred scheme, upper portion cement board and lower part cement board both sides all are formed with the joint groove of relative setting, and the joint groove of relative setting is located the both ends that the groove led to groove and lower part in upper portion.
As an optimized proposal of the utility model, the joint groove is internally provided with a rubber pad which is filled with the joint groove.
As an optimal scheme of the utility model, rubber pad side and profiled sheet side parallel and level.
As a preferred scheme of the utility model, the relative cystosepiment that sets up is located the both ends that the groove is led to upper portion and lower part, and the groove is led to upper portion and lower part and is led to the groove and seal the setting under profiled sheet, upper portion cement board, lower part cement board and the relative cystosepiment effect that sets up.
As a preferred scheme of the utility model, puigging length is consistent with the logical groove length in lower part, the side parallel and level of puigging both ends and profiled sheet both sides.
As a preferred scheme of the utility model, the upper portion leads to the groove and the relative H shaped steel setting that sets up of groove both ends orientation is led to the lower part.
As an optimized scheme of the utility model, the H shaped steel tip is equipped with the end plate, and is formed with the connecting hole that is located the relative both sides of H shaped steel on the end plate.
Compared with the prior art, the beneficial effects of the utility model are that: through setting up profiled sheet and filling the puigging in profiled sheet for the module is laid to the floor has better damping effect in the use, and the setting of rubber pad and cystosepiment simultaneously makes the module is laid to the floor have better stability under the condition of being connected with shaped steel.
Drawings
Fig. 1 is an exploded view of the present invention;
fig. 2 is a schematic structural diagram of the present invention;
FIG. 3 is a schematic view of the installation of the present invention
Reference numerals: the sound insulation floor comprises a profiled steel sheet 1, upper through grooves 1-1, lower through grooves 1-2, H-shaped steel 2, end plates 2-1, an upper cement plate 3, a lower cement plate 4, a sound insulation layer 5, a rubber pad 6 and a foam plate 7.
Detailed Description
The following describes embodiments of the present invention in detail with reference to the accompanying drawings.
As shown in fig. 1 to 3, a floor slab laying module comprises a profiled steel sheet 1 with a corrugated cross section formed along the sheet length direction and H-shaped steel 2 connected to both sides of the profiled steel sheet 1, wherein the profiled steel sheet 1 sequentially forms upper through grooves 1-1 and lower through grooves 1-2 which are alternately arranged along the sheet length direction, and the lower through grooves 1-2 are filled with a sound insulation layer 5; the top and the bottom of the profiled steel sheet 1 are respectively provided with an upper cement plate 3 and a lower cement plate 4 which are connected, and two sides of the profiled steel sheet 1 are provided with foam plates 7 which are oppositely arranged; the upper portion cement panel 3, the lower part cement panel 4 and the relative cystosepiment 7 that sets up enclose into the rectangle structure, and this rectangle structure side joint is in H shaped steel 2.
Profiled steel sheet 1 is through roll-in cold-roll forming, and the wave height of profiled steel sheet 1 sets up according to actual need, and the H shaped steel 2 of both sides carries out the centre gripping to same profiled steel sheet 1, and can set up polylith profiled steel sheet 1 on same straight line between the H shaped steel 2 of both sides.
The upper portion is led to groove 1-1 and the lower part is led to groove 1-2 and is set up with H shaped steel 2 is perpendicular to make puigging 5 and H shaped steel 2 set up perpendicularly, under the same profiled sheet 1 circumstances of H shaped steel 2 support of both sides, realize the damping buffering to profiled sheet 1 under the effect of puigging 5, make to have better stability between the H shaped steel 2 of both sides and the profiled sheet 1.
An upward opening is formed at the top of the upper through groove 1-1, the upper cement plate 3 is connected with all the upper through grooves 1-1, the upper cement plate 3 blocks the upward opening of the upper through groove 1-1, the size of the upper cement plate 3 is consistent with the horizontal section size of the profiled steel sheet 1, the upper through grooves 1-1 are arranged at equal intervals along the plate length direction of the profiled steel sheet 1, and the upper through grooves 1-1 serve as buffer deformation grooves of the profiled steel sheet 1.
The top of the lower through groove 1-2 is provided with a downward opening, the lower cement board 4 is connected with all the lower through grooves 1-2, the lower cement board 4 blocks an upward opening of the lower through groove 1-2, the lower cement board 4 supports the sound insulation layer 5, the size of the lower cement board 4 is consistent with the horizontal cross section size of the profiled steel sheet 1, the lower cement board 4 is arranged at equal intervals along the plate length direction of the profiled steel sheet 1, the lower through groove 1-2 is used as a placing groove for placing the sound insulation layer 5, and the size of the placing groove corresponds to the size of the sound insulation layer 5.
The upper cement board 3 and the lower cement board 4 are respectively provided with oppositely arranged clamping grooves at two sides, the oppositely arranged clamping grooves are positioned at two ends of the upper through groove 1-1 and the lower through groove 1-2, and rubber pads 6 filling the clamping grooves are arranged in the clamping grooves.
When the both sides of profiled sheet 1 were placed in H shaped steel 2, two rubber pads 6 of upper portion cement board 3 and lower part cement board 4 homonymy were laminated with the inner wall of H shaped steel 2 simultaneously mutually to realize upper portion cement board 3, the stable connection between lower part cement board 4 and the H shaped steel 2, and the distance between upper portion cement board 3 and the lower part cement board 4 is unanimous with H shaped steel 2's open slot size, under the effect of rubber pad 6, make upper portion cement board 3, lower part cement board 4 and H shaped steel 2 have the shock attenuation effect.
The side edge of the rubber pad 6 is flush with the side edge of the profiled steel sheet 1.
The oppositely arranged foam boards 7 are positioned at two ends of the upper through groove 1-1 and the lower through groove 1-2, the upper through groove 1-1 and the lower through groove 1-2 are arranged in a sealing mode under the action of the profiled steel sheet 1, the upper cement plate 3, the lower cement plate 4 and the oppositely arranged foam boards 7, the length of the foam boards 7 is consistent with that of the profiled steel sheet 1, and the foam boards 7 abut against the H-shaped steel 2 in the using process, so that the shock absorption effect is achieved.
The length of the sound insulation layer 5 is consistent with that of the through groove 1-2 at the lower part, and two ends of the sound insulation layer 5 are flush with the side surfaces of two sides of the profiled steel sheet 1.
The two ends of the upper through groove 1-1 and the two ends of the lower through groove 1-2 face the oppositely arranged H-shaped steel 2.
The end part of the H-shaped steel 2 is provided with an end plate 2-1, connecting holes which are positioned at two opposite sides of the H-shaped steel 2 are formed in the end plate 2-1, and the connecting holes at two opposite sides of the H-shaped steel 2 are simultaneously connected with two adjacent profiled steel plates 1.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention; thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Although the reference numerals in the figures are used more here: profiled steel sheet 1, upper through groove 1-1, lower through groove 1-2, H-shaped steel 2, end plate 2-1, upper cement plate 3, lower cement plate 4, sound insulation layer 5, rubber pad 6, foam plate 7, and the like, but does not exclude the possibility of using other terms. These terms are used merely to more conveniently describe and explain the nature of the present invention; they are to be construed in a manner that is inconsistent with the spirit of the invention.
Claims (8)
1. A floor slab laying template comprises a profiled steel sheet (1) with a waveform section formed along the length direction of the slab, and is characterized in that the profiled steel sheet (1) sequentially forms an upper through groove (1-1) and a lower through groove (1-2) which are alternately arranged along the length direction of the slab, and a sound insulation layer (5) is filled in the lower through groove (1-2); the top and the bottom of the profiled steel sheet (1) are respectively provided with an upper cement plate (3) and a lower cement plate (4) which are connected, and two sides of the profiled steel sheet (1) are provided with foam plates (7) which are oppositely arranged; the upper cement board (3), the lower cement board (4) and the foam board (7) which are oppositely arranged are enclosed to form a rectangular structure.
2. A floor slab laying formwork according to claim 1, wherein the top of the upper through groove (1-1) is formed with an upward opening, the upper cement plate (3) connects all the upper through grooves (1-1), and the upper cement plate (3) blocks the upward opening of the upper through groove (1-1).
3. A floor slab laying formwork according to claim 1, wherein the top of the lower through grooves (1-2) is formed with a downward opening, the lower cement plate (4) connects all the lower through grooves (1-2), the lower cement plate (4) blocks the upward opening of the lower through grooves (1-2), and the lower cement plate (4) supports the soundproof layer (5).
4. A floor slab laying template according to claim 1, wherein the upper cement slab (3) and the lower cement slab (4) are formed with oppositely arranged snapping grooves at both sides, and the oppositely arranged snapping grooves are positioned at both ends of the upper through groove (1-1) and the lower through groove (1-2).
5. A floor slab laying template according to claim 4, wherein rubber pads (6) filling the clamping grooves are placed in the clamping grooves.
6. A floor slab laying template according to claim 5, wherein the sides of the rubber mat (6) are flush with the sides of the profiled steel sheet (1).
7. A floor slab laying module according to claim 1, characterised in that the oppositely disposed foam boards (7) are located at both ends of the upper channel (1-1) and the lower channel (1-2), the upper channel (1-1) and the lower channel (1-2) being sealingly disposed under the action of the profiled steel sheet (1), the upper cement slab (3), the lower cement slab (4) and the oppositely disposed foam boards (7).
8. A floor slab laying formwork according to claim 1, wherein the length of the soundproof layer (5) is the same as the length of the lower through groove (1-2), and both ends of the soundproof layer (5) are flush with the side surfaces of both sides of the profiled steel sheet (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222451175.7U CN218779862U (en) | 2022-09-16 | 2022-09-16 | Floor slab laying template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222451175.7U CN218779862U (en) | 2022-09-16 | 2022-09-16 | Floor slab laying template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218779862U true CN218779862U (en) | 2023-03-31 |
Family
ID=85712994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222451175.7U Active CN218779862U (en) | 2022-09-16 | 2022-09-16 | Floor slab laying template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218779862U (en) |
-
2022
- 2022-09-16 CN CN202222451175.7U patent/CN218779862U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206902578U (en) | A kind of bridge both sides sound panel | |
| CN218779862U (en) | Floor slab laying template | |
| CN210767432U (en) | Cold-formed thin-walled steel structure villa shock attenuation sound insulation floor of built-in honeycomb core | |
| CN106639031A (en) | Convex side keel, concave side keel, wall body connecting structure and connecting method thereof | |
| CN115467457A (en) | Steel structure assembled floor and assembling method thereof | |
| CN203347100U (en) | Composite wallboard, hanging connection unit between composite wallboard and cross beam and connecting structure between composite wallboard and cross beam | |
| CN214329508U (en) | Modular building floor structure | |
| CN210067145U (en) | Shockproof connection structure between frameless glass partition wall and ground | |
| CN219033716U (en) | Sound-insulation heat-preservation floor slab | |
| CN204645615U (en) | Top board rubber watertight strip fixed mould | |
| CN207177363U (en) | The teaching recording studio of modularization sound insulating wall structure | |
| CN111502101A (en) | Composite honeycomb panel, ceiling and indoor wall panel | |
| CN105971171A (en) | Modular prefabricated sound insulation floor slab, lower wallboard and connection method of modular prefabricated sound insulation floor slab and lower wallboard | |
| CN203160487U (en) | Earthenware slab curtain wall mounting structure | |
| CN200952213Y (en) | Sandwich composite plate | |
| CN213539445U (en) | Composite honeycomb panel, ceiling and indoor wall panel | |
| CN217634268U (en) | Vertical fixing device of concrete pump pipe | |
| CN215670396U (en) | Passive form is exempted from to tear open heat preservation floor template for building | |
| CN221031094U (en) | Insulation construction decorates integration system | |
| CN212670938U (en) | Prefabricated two-sided coincide wallboard of metal sheet banding formula that punches a hole | |
| CN110761454A (en) | Assembled wall body convenient to install and installation method thereof | |
| CN215442903U (en) | Building floor ground heat preservation sound insulation structure | |
| CN218176230U (en) | Prefabricated wallboard of concatenation formula | |
| CN220790356U (en) | Device suitable for roofing expansion joint step is mated formation | |
| CN212926800U (en) | Insulating brick for building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |