CN213509381U - Anti-corrosion high-leveling-capacity raised floor structure - Google Patents
Anti-corrosion high-leveling-capacity raised floor structure Download PDFInfo
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- CN213509381U CN213509381U CN202020620148.6U CN202020620148U CN213509381U CN 213509381 U CN213509381 U CN 213509381U CN 202020620148 U CN202020620148 U CN 202020620148U CN 213509381 U CN213509381 U CN 213509381U
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Abstract
The utility model discloses an anticorrosive high leveling ability's built on stilts floor structure, floor structure includes: building a terrace; the leveling supports are fixed on the building terrace and made of polypropylene materials, and shock absorption pads are arranged between the building terrace and the leveling supports; the leveling layer is laid on the leveling bracket; the moisture-proof pad is paved on the leveling layer; the floor is laid on the moisture-proof pad; and a plurality of gaps between the leveling supports are filled with sound absorption materials and/or heat insulation materials. The utility model provides a traditional timber apron adopt damp that mode of wooden keel produced mildenes and rot, worm-eaten scheduling problem.
Description
Technical Field
The utility model belongs to the architectural decoration engineering field, concretely relates to built on stilts floor structure of anticorrosive high leveling ability.
Background
The prior paving and sticking of the indoor wood floor mainly adopts the following two processes:
1. leveling by a wood keel on the structural floor slab, and paving a damp-proof pad and a wood floor after paving a rough floor;
2. the structural floor slab is self-leveling after being leveled, and the moistureproof pad and the wood floor are paved.
For the above solutions, there are the following drawbacks, respectively:
1. wood keel system:
1) the wood keel and the rough floor are directly contacted with the floor slab, and are easily affected with damp or damaged by worms, so that the keel is corroded;
2) the leveling capability of the wood keel is weak, and the requirement on the flatness of the original structure is high;
3) the leveling method is more original without a special keel adjusting piece.
2. Floor self-leveling system:
1) the requirement on the initial flatness of the structural floor slab is high;
2) if the flatness of the structural floor is not good, leveling treatment needs to be added, the process is complicated, and the period is long;
3) the flatness requirement of the self-leveling process is high;
4) the self-leveling process needs a maintenance period, and large-area construction has seams, so that the treatment difficulty is high.
5) The self-leveling cost is high;
6) the pipeline is installed on the ground and needs to be grooved and repaired completely;
7) the floor elasticity is more reduced than that of a wood keel system.
SUMMERY OF THE UTILITY MODEL
Problem to exist among the prior art, the utility model provides an anticorrosive high leveling ability's raised floor structure, the utility model discloses some embodiments can solve the mode production of traditional timber apron adoption wooden keel wet and milden and rot, worm-eaten scheduling problem, and in addition, the leveling support passes through the component design, has realized that the range of raised floor 30mm ~ 100mm is adjustable.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a corrosion resistant high leveling capacity raised floor structure, said floor structure comprising: building a terrace; the leveling supports are fixed on the building terrace and made of polypropylene materials, and shock absorption pads are arranged between the building terrace and the leveling supports; the leveling layer is laid on the leveling bracket; the moisture-proof pad is paved on the leveling layer; and
the floor is laid on the moisture-proof pad; and a plurality of gaps between the leveling supports are filled with sound absorption materials and/or heat insulation materials.
Preferably, the leveling layer adopts a magnesium substrate.
Preferably, the leveling support is connected with the building terrace through a nylon expansion pipe.
Preferably, a plurality of pipelines are arranged in the gap of the leveling support between the building terrace and the leveling layer.
Preferably, the leveling brackets are evenly distributed.
Preferably, the distance between two adjacent leveling brackets is 400 mm.
A construction method of a corrosion-resistant high leveling ability raised floor structure, characterized by comprising:
determining the placing position of the leveling support and marking according to the total size of the building terrace and the set interval of the leveling support;
placing the leveling support at the marked position, and fixing the leveling support at the reserved mounting hole by using a nylon expansion pipe;
arranging pipelines, and filling sound absorption materials and/or heat insulation materials in an overhead area formed by the leveling bracket;
rotating the leveling bracket to lift the height of the leveling bracket to a required height so as to finish ground leveling;
fully paving a magnesium substrate on the leveling bracket, and fixing by using self-tapping screws;
paving a moisture-proof pad on the magnesium substrate;
and wood floors are laid on the moisture-proof pads.
Through the structure node optimal design, on the basis of the wood keel floor system, the PP polypropylene leveling bracket is used for replacing a wood keel, and the magnesium substrate is used for replacing a rough floor, so that the advantages of the wood keel floor system are reserved, the defects of the wood keel floor system are solved, and the use function is greatly improved.
The main lifting function has the following points:
(1) the PP polypropylene leveling bracket has a large adjusting range, and through the component design, the utility model can be applied to the overhead adjusting requirement of more than 30mm on the ground and is suitable for various overhead required projects;
(2) the PP polypropylene leveling bracket adopts a point supporting system, and an overhead cavity can meet the requirement of pipeline arrangement, so that the condition that a keel of a wood keel system needs to be broken is avoided;
(3) each PP polypropylene leveling bracket is independently adjusted in height, so that the utility model is suitable for the condition of poor floor flatness, even the condition of floor lowering can be dealt with;
(4) the PP polypropylene leveling bracket can select different elastic components according to requirements, so that the system has a certain shock absorption and sound absorption function, and a shock absorption pad can be added according to specific requirements to improve the shock absorption and sound absorption effects of the ground system;
(5) sound absorption or heat insulation materials can be filled in the overhead layer, so that the heat insulation and sound absorption functions of the floor slab are realized;
(6) the PP polypropylene member has strong corrosion resistance, and can ensure that a ground system is not damaged even if the ground is wet and wet with water.
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 these drawings without creative efforts.
Fig. 1 is a schematic view of a cross section of an embodiment of the present invention.
Fig. 2 is a schematic plan view of an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships illustrated in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1-2, the present embodiment provides a corrosion-resistant high leveling ability raised floor structure, the floor 6 structure comprising: building a terrace 1; the leveling supports 3 are fixed on the building floor 1, the leveling supports 3 are made of polypropylene materials, and shock absorption pads 2 are arranged between the building floor 1 and the leveling supports 3; the leveling layer 4 is paved on the leveling bracket 3; the moisture-proof pad 5 is paved on the leveling layer 4; and
the floor 6, the floor 6 is laid on the damp-proof pad 5; and sound absorption materials and/or heat insulation materials are filled in gaps among the leveling supports 3 between the building terrace 1 and the leveling layer 4.
The leveling layer 4 adopts a magnesium substrate.
The leveling support 3 is connected with the building terrace 1 through a nylon expansion pipe.
Pipelines are arranged in gaps of the leveling supports 3 between the building terrace 1 and the leveling layer 4.
The leveling brackets 3 are uniformly distributed.
The distance between two adjacent levelling brackets 3 is 400 mm.
A shock pad 2 is arranged between the building terrace 1 and the leveling bracket 3.
The leveling layer 4 adopts a magnesium substrate.
The leveling bracket 3 is made of polypropylene material.
The leveling support 3 is connected with the building terrace 1 through a nylon expansion pipe.
Pipelines are arranged in gaps of the leveling supports 3 between the building terrace 1 and the leveling layer 4.
The leveling brackets 3 are uniformly distributed.
The distance between two adjacent levelling brackets 3 is 400 mm.
The installation method of one embodiment is as follows:
beginning → measuring and paying-off → installing and fixing the bracket → arranging the installation pipeline → constructing the heat insulation layer → adjusting the height of the bracket → installing and fixing the magnesium substrate → constructing the moisture-proof pad → constructing the wood floor.
1. And (3) measurement and paying-off: and determining the placing position of the bracket and marking according to the total size of the site and the spacing between the brackets.
2. Installing and fixing the adjusting bracket: and placing the support at the marked position, and fixing the support at the reserved mounting hole by using a nylon expansion pipe. Carrying out necessary local leveling on the uneven ground point;
3. installing a pipeline arrangement: arranging pipelines by utilizing an overhead area, and controlling the height of the pipelines not to exceed the thickness of the overhead area;
4. construction of a heat insulation layer: the insulation board is filled in the gap of the overhead layer;
5. adjusting the height of the support: according to the function of adjusting the bracket, the upper component is rotated to linearly lift the height of the bracket to the required height.
6. And (3) mounting and fixing a magnesium substrate: and fully paving the magnesium substrate and fixing by using self-tapping screws.
7. Constructing a damp-proof pad and a wood floor: and (3) a conventional wood floor construction process.
Although the present invention has been described in detail with reference to the above embodiments, it should be understood by those skilled in the art that modifications or improvements based on the disclosure of the present invention can be made without departing from the spirit and scope of the present invention, and these modifications and improvements are within the spirit and scope of the present invention.
Claims (6)
1. A corrosion resistant high leveling capacity raised floor structure, said floor structure comprising:
building a terrace;
the leveling supports are fixed on the building terrace and made of polypropylene materials, and shock absorption pads are arranged between the building terrace and the leveling supports;
the leveling layer is laid on the leveling bracket;
the moisture-proof pad is paved on the leveling layer; and
the floor is laid on the moisture-proof pad;
the building floor is characterized in that a plurality of leveling supports are arranged between the building floor and the leveling layer, and sound absorption materials or heat insulation materials are contained in gaps among the leveling supports.
2. The corrosion resistant high leveling raised floor structure of claim 1 wherein the leveling layer is a magnesium substrate.
3. The corrosion-resistant high leveling capacity raised floor structure according to claim 1, wherein the leveling support is connected to the building floor by a nylon expansion pipe.
4. The corrosion-resistant high leveling ability raised floor structure according to claim 1, wherein a pipeline is laid in the gap of the leveling brackets between the building floor and the leveling layer.
5. The corrosion resistant high leveling capacity raised floor structure of claim 1 wherein the leveling brackets are evenly distributed.
6. The corrosion-resistant high leveling capacity raised floor structure according to claim 5, wherein the distance between two adjacent leveling brackets is 400 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020620148.6U CN213509381U (en) | 2020-04-23 | 2020-04-23 | Anti-corrosion high-leveling-capacity raised floor structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020620148.6U CN213509381U (en) | 2020-04-23 | 2020-04-23 | Anti-corrosion high-leveling-capacity raised floor structure |
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| CN213509381U true CN213509381U (en) | 2021-06-22 |
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| CN202020620148.6U Active CN213509381U (en) | 2020-04-23 | 2020-04-23 | Anti-corrosion high-leveling-capacity raised floor structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718272A (en) * | 2022-02-28 | 2022-07-08 | 北京中瑞祥合建筑工程有限公司 | Alkali-corrosion-resistant floor building structure |
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2020
- 2020-04-23 CN CN202020620148.6U patent/CN213509381U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114718272A (en) * | 2022-02-28 | 2022-07-08 | 北京中瑞祥合建筑工程有限公司 | Alkali-corrosion-resistant floor building structure |
| CN114718272B (en) * | 2022-02-28 | 2024-05-28 | 中瑞祥合建设科技有限公司 | Alkali-resistant corrosion terrace building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211207 Address after: 200000 block a, 17 / F, 33 Fushan Road, China (Shanghai) pilot Free Trade Zone, Pudong New Area, Shanghai Patentee after: SHANGHAI BUILDING DECORATION ENGINEERING GROUP Co.,Ltd. Patentee after: Shanghai Weilun Architectural Design Co., Ltd Address before: Block a, 17 / F, 33 Fushan Road, Pudong New Area, Shanghai 200120 Patentee before: SHANGHAI BUILDING DECORATION ENGINEERING GROUP Co.,Ltd. |
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| TR01 | Transfer of patent right |