CN216949010U - Vacuum extrusion molding fiber cement composite floor slab - Google Patents
Vacuum extrusion molding fiber cement composite floor slab Download PDFInfo
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- CN216949010U CN216949010U CN202220544150.9U CN202220544150U CN216949010U CN 216949010 U CN216949010 U CN 216949010U CN 202220544150 U CN202220544150 U CN 202220544150U CN 216949010 U CN216949010 U CN 216949010U
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- ecp
- steel bar
- plate
- bar truss
- fiber cement
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- 239000000835 fiber Substances 0.000 title claims abstract description 20
- 239000004568 cement Substances 0.000 title claims abstract description 16
- 239000002131 composite material Substances 0.000 title claims abstract description 16
- 238000001125 extrusion Methods 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 2
- 230000005611 electricity Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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Abstract
The utility model discloses a vacuum extrusion molding fiber cement composite floor slab, which comprises an ECP (electric-mechanical-control-plate) plate and a steel bar truss, wherein the ECP plate is arranged on the upper surface of the ECP plate; the steel bar truss is detachable to be connected with the ECP board, just be equipped with the prefabricated hole in the ECP board, at least one the prefabricated hole is the reason line hole. The ECP plate with high strength and the steel bar truss are combined to form the laminated slab, so that the overall strength can be improved on the premise of reducing the weight, and the ECP plate contains a large amount of fibers. And a plurality of prefabricated holes that set up in the ECP board can regard as the wire hole and the off-line hole of water and electricity circuit when laying water electric wire, reduce the complexity of follow-up construction to ECP board outer terminal surface sets up the joint groove, and steel bar truss's last quarter reinforcing bar chucking realizes detachable fixed connection between them in the joint groove, and steel bar truss of different models only need change the joint groove position of joint can realize with the joint of ECP board, application range is wider.
Description
Technical Field
The utility model belongs to the technical field of composite floor slabs, and particularly relates to a vacuum extrusion molding fiber cement composite floor slab.
Background
The existing laminated slab series products in the industry are widely applied to buildings such as floor structures, large-span structures, descending plate structures, slope roofs, residential structures and the like, the main structural form is the steel bar truss laminated slab, but the existing used steel bar truss laminated slab adopts a concrete prefabricated layer, bottom steel bars are prefabricated in the prefabricated layer, then the prefabricated layer and the cast-in-place layer are thick in thickness, the structural load is increased more, and the universality of finished products is not strong.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned deficiencies described in the prior art, the present invention provides a vacuum extrusion molded fiber cement composite floor slab.
The technical scheme adopted by the utility model is as follows:
a vacuum extrusion molding fiber cement composite floor slab comprises an ECP plate and a steel bar truss; the steel bar truss is detachably connected with the ECP plate, prefabricated holes and at least one prefabricated hole are arranged in the ECP plate and are wire arranging holes. When the electric wires are laid, the electric wires are directly arranged in the wire arranging holes in a penetrating mode, and only the grooves are formed in the positions where the electric box needs to be installed and communicated with the prefabricated holes, so that the grooves are simplified and reduced, and the operation level requirements of workers are lowered.
As a preferable scheme of the utility model, at least one outer end face of the ECP plate is provided with a plurality of clamping grooves, each clamping groove is arranged in parallel at intervals, and the steel bar truss is clamped in the corresponding clamping groove. The joint groove provides the installation passageway for steel bar truss, only needs to detain steel bar truss's last quarter reinforcing bar in the joint inslot to the joint groove of this ECP board can be suitable for the steel bar truss of different grade type, and application scope is wider, and the ECP inboard has a large amount of fibre moreover, and self intensity is high, and the span is big.
As a preferable scheme of the utility model, one outer end face of the ECP plate is provided with a clamping groove, the steel bar truss is clamped with only one outer end face of the ECP plate, and only one outer end face of the ECP plate is used as a superposition mounting surface.
As a preferable scheme of the utility model, the two outer end faces of the ECP plate are respectively provided with a clamping groove, and the two outer end faces of the ECP plate are respectively clamped with the steel bar truss.
The outer end face of the ECP plate is provided with the clamping groove according to actual needs, the clamping groove can be arranged on one end face, and the clamping grooves can be arranged on two end faces.
As a preferable aspect of the present invention, the clamping groove is provided at a position corresponding to each of the prefabricated holes on the ECB board.
As a preferable scheme of the utility model, the cross section of the steel bar truss is triangular, and two lower chord steel bars of the steel bar truss are clamped in the clamping grooves.
According to a preferable scheme of the utility model, the depth of the clamping groove of the ECP plate is 1cm, the height of the steel bar truss is 7cm, the thickness of the ECP plate is 5cm, the overall height of the steel bar truss and the ECP plate after combination is 10cm, and on one hand, the combined structure of the ECP plate and the steel bar truss is adopted, so that the overall weight is reduced on the premise of ensuring the strength, and the installation is simpler, more convenient and faster.
In a preferred embodiment of the present invention, the ECP plate has a concave-convex connection structure on a side end surface thereof, and the concave-convex connection structure is used for mounting the ECP plate to another ECP plate or positioning a mounting position of the ECP plate.
As a preferable scheme of the utility model, the outer end face of the ECP plate is provided with a clamping half groove, and the clamping half groove on the adjacent ECP plate form a complete clamping groove. When the multi-block combination is carried out, the half clamping grooves are combined into a complete clamping groove, so that the steel bar truss can be conveniently and integrally installed.
The utility model adopts the combination of the ECP plate with high strength and the steel bar truss as the laminated slab, and can improve the integral strength on the premise of reducing the weight because the ECP plate contains a large amount of fibers. And a plurality of prefabricated holes that set up in the ECP board can regard as the line hole and the off-line hole of water and electricity circuit when laying the water electric wire, reduce the complexity of follow-up construction, and the outer terminal surface of ECP board sets up the joint groove, and steel bar truss's last quarter reinforcing bar chucking realizes detachable fixed connection between them in the joint inslot, and steel bar truss of different models only needs to change the joint groove position of joint can realize with the joint of ECP board moreover, application range is wider.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, 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 the drawings without creative efforts.
FIG. 1 is a schematic diagram of the ECP sheet of the present invention.
Fig. 2 is a schematic structural diagram of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
Example (b):
a vacuum extrusion molding fiber cement composite floor slab is shown in figure 2 and comprises an ECP plate 1 and a steel bar truss 2; steel bar truss 2 is detachable to be connected with ECP board 1, just be equipped with prefabricated hole 4 in the ECP board 1, at least one prefabricated hole 4 is the line of reason hole. When the electric wires are laid, the electric wires are directly arranged in the wire arranging holes in a penetrating mode, and only the grooves are formed in the positions where the electric box needs to be installed and communicated with the prefabricated holes, so that the grooves are simplified and reduced, and the operation level requirements of workers are lowered.
The detachable connection of steel bar truss and ECP board be the joint connection, as shown in fig. 1 and 2, be specifically in a plurality of joint grooves 3 are equipped with to an outer terminal surface of ECP board 1, and each joint groove 3 parallel interval sets up, and joint groove 3 sets up the position that corresponds with each prefabricated hole 4 on the ECB board.
In this embodiment, the cross section of the steel bar truss 2 is triangular, and the two lower chord steel bars 21 of the steel bar truss 2 are clamped in the corresponding clamping grooves 3. The joint groove provides the installation passageway for steel bar truss, only needs to detain steel bar truss's last quarter reinforcing bar in the joint inslot to the joint groove of this ECP board can be suitable for the steel bar truss of different grade type, and application scope is wider, and the ECP inboard has a large amount of fibre moreover, and self intensity is high, and the span is big.
In this embodiment, the depth of the clamping groove of the ECP plate is 1cm, the height of the steel bar truss is 7cm, the thickness of the ECP plate is 5cm, the overall height of the steel bar truss after being combined with the ECP plate is 10cm, and on one hand, the combined structure of the ECP plate and the steel bar truss reduces the overall weight on the premise of ensuring the strength, and the installation is simpler, more convenient and faster.
In order to mount a plurality of ECP plates or position the mounting positions, the side end surface of the ECP plate 1 is provided with a concave-convex connection structure.
When multi-block combination is carried out, the clamping half grooves are combined into a complete clamping groove, so that the steel bar truss can be conveniently and integrally installed, the clamping half grooves 31 are arranged on the outer end face of the ECP plate 1, and the clamping half grooves 31 on the adjacent ECP plate 1 form a complete clamping groove 3.
Specifically, according to actual needs, the outer end faces of the ECP plates are provided with the clamping grooves, the clamping grooves can be formed in only one end face, the clamping grooves can also be formed in two end faces, namely the two outer end faces of the ECP plate 1 are provided with the clamping grooves 3, and the two outer end faces of the ECP plate 1 are clamped with the steel bar truss 2.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and equivalent alternatives or modifications according to the technical solution of the present invention and the inventive concept thereof should be covered by the scope of the present invention.
Claims (9)
1. The utility model provides a vacuum extrusion moulding fiber cement coincide floor which characterized in that: comprises an ECP plate (1) and a steel bar truss (2); steel bar truss (2) are detachable to be connected with ECP board (1), just be equipped with prefabricated hole (4), at least one in ECP board (1) prefabricated hole (4) are the reason line hole.
2. The vacuum extrusion molding fiber cement composite floor slab as claimed in claim 1, characterized in that: the ECP plate is characterized in that a plurality of clamping grooves (3) are formed in at least one outer end face of the ECP plate (1), the clamping grooves (3) are arranged in parallel at intervals, and the steel bar truss (2) is clamped in the corresponding clamping grooves (3).
3. The vacuum extrusion molding fiber cement composite floor slab as claimed in claim 2, characterized in that: and one outer end face of the ECP plate (1) is provided with a clamping groove (3), and the steel bar truss (2) is only clamped with one outer end face of the ECP plate.
4. The vacuum extrusion molding fiber cement composite floor slab as claimed in claim 2, characterized in that: two outer terminal surfaces of ECP board (1) all are equipped with joint groove (3), and two outer terminal surfaces of ECP board (1) all with steel bar truss (2) joint.
5. The vacuum extrusion-molded fiber cement composite floor slab as claimed in claim 3 or 4, wherein: the clamping grooves (3) are arranged on the ECB plate at positions corresponding to the prefabricated holes (4).
6. The vacuum extrusion-molded fiber cement composite floor slab as claimed in claim 1, 2, 3 or 4, wherein: the cross section of the steel bar truss (2) is triangular, and two lower chord steel bars (21) of the steel bar truss (2) are clamped in the clamping grooves.
7. The vacuum extrusion molding fiber cement composite floor slab as claimed in claim 6, characterized in that: the depth of the clamping groove of the ECP plate is 1cm, the height of the steel bar truss is 7cm, and the thickness of the ECP plate is 5 cm.
8. The vacuum extrusion molding fiber cement composite floor slab as claimed in claim 6, characterized in that: and a concave-convex connection structure is arranged on the side end face of the ECP plate (1).
9. The vacuum extrusion molding fiber cement composite floor slab of claim 8, characterized in that: the outer end face of the ECP plate (1) is provided with a clamping half groove (31), and the clamping half groove (31) on the adjacent ECP plate (1) form a complete clamping groove (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220544150.9U CN216949010U (en) | 2022-03-14 | 2022-03-14 | Vacuum extrusion molding fiber cement composite floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220544150.9U CN216949010U (en) | 2022-03-14 | 2022-03-14 | Vacuum extrusion molding fiber cement composite floor slab |
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| Publication Number | Publication Date |
|---|---|
| CN216949010U true CN216949010U (en) | 2022-07-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220544150.9U Active CN216949010U (en) | 2022-03-14 | 2022-03-14 | Vacuum extrusion molding fiber cement composite floor slab |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575513A (en) * | 2022-03-14 | 2022-06-03 | 河南尚同建筑科技有限公司 | Processing technology of vacuum extrusion molding fiber cement composite floor slab |
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2022
- 2022-03-14 CN CN202220544150.9U patent/CN216949010U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575513A (en) * | 2022-03-14 | 2022-06-03 | 河南尚同建筑科技有限公司 | Processing technology of vacuum extrusion molding fiber cement composite floor slab |
| CN114575513B (en) * | 2022-03-14 | 2023-09-01 | 河南尚同建筑科技有限公司 | Processing technology of vacuum extrusion molding fiber cement composite floor slab |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240428 Address after: 457000, 2nd Row, Dujiawa Village, Gucheng Township, Qingfeng County, Puyang City, Henan Province Patentee after: Li Yali Country or region after: China Address before: 457000 No. 322, floor 3, building 3, Shenzhen Hong Kong Industrial Park, the intersection of Weidu Avenue and Kunwu Road, Puyang City, Henan Province Patentee before: Henan Shangtong Construction Technology Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240517 Address after: 457000, No. 108, 1st Floor, Building 5, South Shenzhen Hong Kong Cross border E-commerce Industrial Park, 200 meters west of the intersection of Weidu Avenue and Kunwu Road, Puyang City, Henan Province Patentee after: Henan Yingshun Construction Technology Co.,Ltd. Country or region after: China Address before: 457000, 2nd Row, Dujiawa Village, Gucheng Township, Qingfeng County, Puyang City, Henan Province Patentee before: Li Yali Country or region before: China |