CN212295455U - Prefabricated high strength cement pressure plate installation mechanism - Google Patents
Prefabricated high strength cement pressure plate installation mechanism Download PDFInfo
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- CN212295455U CN212295455U CN202020172166.2U CN202020172166U CN212295455U CN 212295455 U CN212295455 U CN 212295455U CN 202020172166 U CN202020172166 U CN 202020172166U CN 212295455 U CN212295455 U CN 212295455U
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- keel
- pressure plate
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- cement pressure
- filling layer
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Abstract
The utility model discloses a prefabricated high strength cement pressure plate installation mechanism, including keel frame and prefabricated plate, keel frame includes stull fossil fragments one, stull fossil fragments two, vertical keel and fossil fragments connecting piece, stull fossil fragments one is located the both ends of stull fossil fragments two, be provided with a plurality of vertical keel between the stull fossil fragments one, vertical keel's middle part upper end is provided with stull fossil fragments two, stull fossil fragments one, all be provided with a plurality of keyhole one on stull fossil fragments two and the vertical keel, all be provided with a plurality of keyhole two that correspond with keyhole one on the prefabricated plate, the prefabricated plate includes the cement pressure plate, the finish coat, polymer bonding mortar, filling layer one, filling layer two and steel wire net layer, the cement pressure plate is located the one end of prefabricated plate, one side of filling layer one is provided with filling layer two, be provided with the steel wire net layer between filling layer one and the filling layer two. Has the advantages that: can meet different architectural decoration requirements, simultaneously ensures the product engineering quality and has strong practicability.
Description
Technical Field
The utility model relates to a cement pressure plate technical field particularly, relates to a prefabricated high strength cement pressure plate installation mechanism.
Background
The cement pressure plate belongs to a new generation of green building materials, and has an environmental protection function on the basis of excellent moisture-proof and fireproof performances. It is a new type building material produced by using siliceous and calcareous materials as main base material, using cellulose fibre reinforced material and adding other auxiliary materials, making into paper, forming and high-pressure curing. The composite board has the advantages of light weight, high strength, water resistance, corrosion resistance, fire resistance, large breadth, good processability, construction efficiency improvement and the like. Widely used in civil and industrial buildings. The composite material can be used for laying floor slabs, inner wall slabs, outer wall slabs, ceiling slabs, curtain wall lining boards, composite wall body panels, insulating materials, roofs and the like. The existing cement pressure plate has the problems of low connection strength, difficulty in cleaning, sound insulation, poor waterproof and fireproof performance.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the problem in the correlation technique, the utility model provides a prefabricated high strength cement pressure plate installation mechanism to overcome the above-mentioned technical problem that current correlation technique exists.
Therefore, the utility model discloses a specific technical scheme as follows:
a prefabricated high-strength cement pressure plate mounting mechanism comprises a keel frame and a prefabricated plate, wherein the keel frame comprises a first cross brace keel, a second cross brace keel, vertical keels and keel connecting pieces, the first cross brace keel is positioned at two ends of the second cross brace keel, a plurality of vertical keels are arranged between the first cross brace keel, the upper end of the middle part of each vertical keel is provided with the second cross brace keel, the first cross brace keel, the second cross brace keel and the vertical keels are fixedly connected through the keel connecting pieces, the first cross brace keel, the second cross brace keel and the vertical keels are respectively provided with a plurality of first bolt holes, the prefabricated plate is respectively provided with a plurality of second bolt holes corresponding to the first bolt holes, the prefabricated plate comprises a cement pressure plate, a finish coat, polymer bonding mortar, a first filling layer, a second filling layer and a steel wire mesh layer, and the cement pressure plate is positioned at one end of the prefabricated plate, the adhesive coating finishing layer is arranged on one side of the cement pressure plate, the polymer bonding mortar is arranged on one side, away from the adhesive coating finishing layer, of the cement pressure plate, the first filling layer is arranged on one side of the polymer bonding mortar, the second filling layer is arranged on one side of the first filling layer, and the steel wire mesh layer is arranged between the first filling layer and the second filling layer.
Furthermore, waterproof glue is coated on four end faces of the cement pressure plate.
Further, the upper end and the bottom of stull fossil fragments one are connected with floor and floor respectively.
Further, the gluing facing layer consists of an adhesive layer and a facing film layer, coating glue of the adhesive layer is Wack EP706K emulsion connected with the cement pressure plate, and the facing material of the facing film layer is a PVC facing film.
Furthermore, the first filling layer is made of glass wool.
Furthermore, the second filling layer is made of rock wool.
The utility model provides a prefabricated high strength cement pressure plate installation mechanism, beneficial effect as follows: the utility model discloses a fixed connection between stull fossil fragments one, stull fossil fragments two, perpendicular fossil fragments and the fossil fragments connecting piece, and then with cement pressure plate fixed connection to under the connection of cement pressure plate, rubber coating finish coat, polymer bonding mortar, filling layer one, filling layer two and steel wire net layer, reinforcing cement pressure plate substrate has characteristics such as fire prevention, give sound insulation, preapring for an unfavorable turn of events shape, can satisfy different architectural decoration requirements, ensures the product engineering quality simultaneously, and the practicality is strong.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a prefabricated high strength cement pressure plate mounting mechanism according to an embodiment of the present invention;
fig. 2 is a schematic view of a keel frame of a prefabricated high-strength cement pressure plate mounting mechanism according to an embodiment of the invention;
FIG. 3 is a top view of a prefabricated panel of a prefabricated high strength cement pressure plate mounting mechanism in accordance with an embodiment of the present invention;
FIG. 4 is a block diagram of a prefabricated panel of a prefabricated high strength cement pressure panel mounting mechanism according to an embodiment of the present invention;
fig. 5 is a schematic diagram of a gluing finish layer of a prefabricated high strength cement pressure plate mounting mechanism according to an embodiment of the present invention.
In the figure:
1. a keel frame; 2. prefabricating a slab; 3. a first cross bracing keel; 4. a second cross bracing keel; 5. a vertical keel; 6. A keel connecting piece; 7. a bolt hole I; 8. a bolt hole II; 9. a cement pressure plate; 10. gluing a finish coat; 11. Polymer bonding mortar; 12. filling a first layer; 13. a second filling layer; 14. a steel wire mesh layer; 15. waterproof glue; 16. a bonding layer; 17. and (5) a facing film layer.
Detailed Description
For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.
According to the utility model discloses an embodiment provides a prefabricated high strength cement pressure plate installation mechanism.
The first embodiment is as follows:
as shown in fig. 1-5, the prefabricated high-strength cement pressure plate mounting mechanism according to the embodiment of the present invention comprises a keel frame 1 and a prefabricated plate 2, wherein the keel frame 1 comprises a first cross-bracing keel 3, a second cross-bracing keel 4, vertical keels 5 and keel connectors 6, the first cross-bracing keel 3 is located at two ends of the second cross-bracing keel 4, a plurality of vertical keels 5 are arranged between the first cross-bracing keels 3, the second cross-bracing keel 4 is arranged at the upper end of the middle part of the vertical keels 5, the first cross-bracing keel 3, the second cross-bracing keel 4 and the vertical keels 5 are fixedly connected through the keel connectors 6, a plurality of bolt holes 7 are arranged on the first cross-bracing keel 3, the second cross-bracing keel 4 and the vertical keels 5, a plurality of bolt holes 8 corresponding to the bolt holes 7 are arranged on the prefabricated plate 2, the prefabricated slab 2 comprises a cement pressure plate 9, a gluing finishing layer 10, polymer bonding mortar 11, a first filling layer 12, a second filling layer 13 and a steel wire mesh layer 14, wherein the cement pressure plate 9 is located at one end of the prefabricated slab 2, the gluing finishing layer 10 is arranged on one side of the cement pressure plate 9, the polymer bonding mortar 11 is arranged on one side, away from the gluing finishing layer 10, of the cement pressure plate 9, the first filling layer 12 is arranged on one side of the polymer bonding mortar 11, the second filling layer 13 is arranged on one side of the first filling layer, and the steel wire mesh layer 14 is arranged between the first filling layer 12 and the second filling layer 13.
Example two:
as shown in fig. 1-5, four end faces of the cement pressure plate 9 are coated with waterproof glue 15. The upper end and the bottom of the cross-brace keel 3 are connected with the floor and the floor slab respectively.
As shown in fig. 1-5, the adhesive finishing layer 10 is composed of an adhesive layer 16 and a finishing film layer 17, the coating adhesive of the adhesive layer 16 is a wacker EP706K emulsion connected with the cement pressure plate 9, and the finishing material of the finishing film layer 17 is a PVC finishing film. The first filling layer 12 is made of glass wool. And the second filling layer 13 is made of rock wool.
For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.
In practical application, the first stull keel 3 is respectively fixed on a floor and a top floor by using shooting nails or expansion screws, the vertical keels 5 are arranged according to design requirements, the second stull keel 4 is installed, the first stull keel 3, the second stull keel 4, the vertical keels 5 and the keel connecting piece 6 are fixedly connected, the precast slab 2 is cut to a required size, the bolt holes two 8 of the precast slab 2 are fixed on the bolt holes one 7 of the keels by using self-tapping screws, the distance between the self-tapping screws is about 200 plus one 250mm generally, the slab surface needs to be sunk 0.5mm, the cement pressure plate 9, the gluing finishing layer 10, the polymer bonding mortar 11, the first filling layer 12, the second filling layer 13 and the steel wire mesh layer 14 are connected, the cement pressure plate base material is reinforced, has the characteristics of fire prevention, sound insulation, deformation resistance and the like, the PVC facing film 17 is convenient to be adhered on two surfaces or one surface, and can meet different building decoration requirements, and meanwhile, the product engineering quality is ensured, and the practicability is high.
To sum up, with the help of the above technical scheme of the utility model, through stull fossil fragments one 3, stull fossil fragments two 4, erect fixed connection between fossil fragments 5 and the fossil fragments connecting piece 6, and then with 9 fixed connection of cement pressure plate, and at cement pressure plate 9, rubber coating finish coat 10, polymer bonding mortar 11, filling layer one 12, under two 13 and the 14 connection of steel wire stratum reticulare of filling layer, reinforcing cement pressure plate substrate, have the fire prevention, give sound insulation, characteristics such as shape of preapring for an unfavorable turn of events, can satisfy different architectural decoration requirements, ensure product engineering quality simultaneously, therefore, the clothes hanger is strong in practicability.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The prefabricated high-strength cement pressure plate mounting mechanism is characterized by comprising a keel frame (1) and prefabricated plates (2), wherein the keel frame (1) comprises a first cross bracing keel (3), a second cross bracing keel (4), a second vertical keel (5) and keel connecting pieces (6), the first cross bracing keel (3) is positioned at two ends of the second cross bracing keel (4), a plurality of vertical keels (5) are arranged between the first cross bracing keel (3), the second cross bracing keel (4) is arranged at the upper end of the middle part of each vertical keel (5), the first cross bracing keel (3), the second cross bracing keel (4) and the vertical keel (5) are fixedly connected through the keel connecting pieces (6), and a plurality of bolt holes (7) are formed in the first cross bracing keel (3), the second cross bracing keel (4) and the vertical keel (5), a plurality of bolt holes II (8) corresponding to the bolt holes I (7) are arranged on the precast slabs (2), the precast slab (2) comprises a cement pressure plate (9), a gluing finishing layer (10), polymer bonding mortar (11), a first filling layer (12), a second filling layer (13) and a steel wire mesh layer (14), the cement pressure plate (9) is positioned at one end of the precast slab (2), one side of the cement pressure plate (9) is provided with the gluing finishing layer (10), the side of the cement pressure plate (9) far away from the gluing finishing layer (10) is provided with the polymer bonding mortar (11), one side of the polymer bonding mortar (11) is provided with the first filling layer (12), one side of the first filling layer is provided with a second filling layer (13), and the steel wire mesh layer (14) is arranged between the first filling layer (12) and the second filling layer (13).
2. A prefabricated high-strength cement pressure plate mounting mechanism according to claim 1, characterized in that four end faces of said cement pressure plate (9) are coated with waterproof glue (15).
3. The prefabricated high-strength cement pressure plate installation mechanism is characterized in that the upper end and the lower end of the cross-brace keel I (3) are respectively connected with a floor and a floor slab.
4. The prefabricated high-strength cement pressure plate mounting mechanism as claimed in claim 1, wherein the gluing finishing layer (10) is composed of an adhesive layer (16) and a finishing film layer (17), the coating glue of the adhesive layer (16) is Wack EP706K emulsion connected with the cement pressure plate (9), and the finishing material of the finishing film layer (17) is a PVC finishing film.
5. The prefabricated high-strength cement pressure plate installation mechanism as claimed in claim 1, wherein the material of the first filling layer (12) is glass wool.
6. The prefabricated high strength cement pressure plate installation system of claim 1 wherein said second filler layer (13) is rock wool.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020172166.2U CN212295455U (en) | 2020-02-16 | 2020-02-16 | Prefabricated high strength cement pressure plate installation mechanism |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020172166.2U CN212295455U (en) | 2020-02-16 | 2020-02-16 | Prefabricated high strength cement pressure plate installation mechanism |
Publications (1)
Publication Number | Publication Date |
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CN212295455U true CN212295455U (en) | 2021-01-05 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202020172166.2U Expired - Fee Related CN212295455U (en) | 2020-02-16 | 2020-02-16 | Prefabricated high strength cement pressure plate installation mechanism |
Country Status (1)
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CN (1) | CN212295455U (en) |
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2020
- 2020-02-16 CN CN202020172166.2U patent/CN212295455U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210105 Termination date: 20220216 |