CN218346686U - Anti-cracking paving structure for heat-insulating and sound-insulating terrace of high-rise residence - Google Patents
Anti-cracking paving structure for heat-insulating and sound-insulating terrace of high-rise residence Download PDFInfo
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- CN218346686U CN218346686U CN202222874867.2U CN202222874867U CN218346686U CN 218346686 U CN218346686 U CN 218346686U CN 202222874867 U CN202222874867 U CN 202222874867U CN 218346686 U CN218346686 U CN 218346686U
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- cracking
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- 238000005336 cracking Methods 0.000 title claims description 18
- 239000004575 stone Substances 0.000 claims abstract description 28
- 238000004321 preservation Methods 0.000 claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 13
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 7
- 230000013011 mating Effects 0.000 claims abstract description 7
- 239000010410 layer Substances 0.000 claims description 47
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000004744 fabric Substances 0.000 claims description 7
- 239000003365 glass fiber Substances 0.000 claims description 7
- 239000002131 composite material Substances 0.000 claims description 6
- 229920003020 cross-linked polyethylene Polymers 0.000 claims description 6
- 239000004703 cross-linked polyethylene Substances 0.000 claims description 6
- 239000011229 interlayer Substances 0.000 claims description 5
- 238000011065 in-situ storage Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 230000002265 prevention Effects 0.000 abstract 2
- 230000015271 coagulation Effects 0.000 abstract 1
- 238000005345 coagulation Methods 0.000 abstract 1
- 238000012423 maintenance Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
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Abstract
The utility model relates to a high-rise house heat preservation terrace crack control structure of mating formation that gives sound insulation, replace traditional concrete structure terrace through setting up heat preservation puigging and fine stone concrete layer, the heat preservation sound insulation effect of traditional terrace has effectively been improved on the heat preservation puigging, and the tensile strength of terrace structure has effectively been strengthened on the intraformational first crack prevention layer of fine stone concrete and second crack prevention layer, thereby the anti-crack effect of terrace has been improved, the cutting forms the joint-cutting between fine stone concrete layer and wall body, concrete has effectively been avoided producing deformation and taking place the fracture because of bearing the internal expansion of not living in the coagulation process.
Description
Technical Field
The utility model relates to a high-rise house heat preservation and sound insulation terrace crack control structure of mating formation belongs to architectural decoration fitment terrace technical field.
Background
In recent years, with the continuous promotion of house construction pace in China, a large number of high-rise residences are gradually put into use. Although the basic survival needs of people are solved, the high-rise residence is pushed to the focus of news attention due to the problem of terrace cracking of part of houses, and the satisfaction degree of people to the high-rise residence is greatly reduced. The main reason is that in the existing high-rise residential engineering, the concrete structure is still used as a main structural form, and the tensile strength of the concrete structure is low, so that the concrete is not subjected to internal expansion in the solidification process to generate deformation and crack, and in addition, the terrace of the concrete structure has a single function, and other structures are often required to be added to achieve the effects of heat preservation, sound insulation and the like.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a high-rise house heat preservation sound insulation terrace crack control structure of mating formation, it can keep warm to give sound insulation, and anti-crack effectual.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a high-rise residence heat preservation terrace crack control structure of mating formation for lay on the floor board, the structure of mating formation includes upwards to have set gradually heat preservation puigging and fine stone concrete layer from the floor board, be provided with the elasticity interlayer between heat preservation puigging and the wall body, fine stone concrete in situ top-down is provided with first anti-crack layer and second anti-crack layer, fine stone concrete layer with the cutting is formed with the joint-cutting between the wall body.
Furthermore, the heat-insulating and sound-insulating layer is an electronic cross-linked polyethylene shock-absorbing and heat-insulating composite backing plate, and the thickness of the electronic cross-linked polyethylene shock-absorbing and heat-insulating composite backing plate is 7mm.
Furthermore, the first anti-cracking layer is a steel wire mesh, and the steel wire mesh is arranged in the middle of the fine stone concrete layer.
Further, the second anti-cracking layer is glass fiber mesh cloth, and the glass fiber mesh cloth is arranged on the upper layer of the fine stone concrete layer.
Further, the layer thickness of the fine stone concrete layer is 4cm.
Further, the depth of the slit is 2cm.
The beneficial effects of the utility model reside in that: this application replaces traditional concrete structure terrace through setting up heat preservation puigging and fine stone concrete layer, the heat preservation puigging has effectively improved the heat preservation sound insulation effect of traditional terrace, and terrace structure's tensile strength has effectively been strengthened on the intraformational first crack control layer of fine stone concrete and second crack control layer, thereby the anti-crack effect of terrace has been improved, the cutting forms the joint-cutting between fine stone concrete layer and wall body, effectively avoided the concrete to produce deformation and take place to split because of bearing the internal expansion of can't live in the solidification process.
The above description is only an overview of the technical solution of the present invention, and in order to make the technical means of the present invention clearer and can be implemented according to the content of the description, the following detailed description is made with reference to the preferred embodiments of the present invention and accompanying drawings.
Drawings
Fig. 1 is a structural diagram of the anti-cracking paving structure of the heat-insulating and sound-insulating terrace of the high-rise residence shown in a preferred embodiment of the application.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
Referring to fig. 1, according to a preferred embodiment of the present application, an anti-cracking paving structure for a heat-insulating and sound-insulating terrace of a high-rise residence is used to be paved on a floor panel 1, the paving structure includes a heat-insulating and sound-insulating layer 2 and a fine stone concrete layer 3 sequentially arranged from the floor panel 1 to the top, an elastic interlayer (not shown) is arranged between the heat-insulating and sound-insulating layer 2 and a wall body, a first anti-cracking layer 4 and a second anti-cracking layer 5 are arranged in the fine stone concrete layer 3 from bottom to top, and a cutting seam 6 is formed between the fine stone concrete layer 3 and the wall body by cutting.
In this embodiment, the thermal insulation and sound insulation layer 2 is an electronic cross-linked polyethylene damping and thermal insulation composite backing plate, and the thickness of the electronic cross-linked polyethylene damping and thermal insulation composite backing plate is 7mm.
In this embodiment, the first anti-cracking layer 4 is a steel wire mesh 4, and the steel wire mesh 4 is arranged in the middle of the fine stone concrete layer 3. The second anti-cracking layer 5 is a glass fiber grid cloth 5, and the glass fiber grid cloth 5 is arranged on the upper layer of the fine stone concrete layer 3. The thickness of the fine stone concrete layer 3 layers is 4cm. The depth of the slit 6 is 2cm.
In the embodiment, before the terrace is poured, an elastic interlayer is pasted at the junction of the periphery of the heat-preservation sound-insulation layer 2 and the wall body, and the elastic interlayer is an elastic adhesive tape; the fine stone concrete 3 of the terrace is poured in layers, a fine stone concrete layer 3 with the thickness of about 2cm is firstly paved, then a steel wire mesh 4 is paved, the steel wire mesh 4 is a reinforcing steel bar mesh with the specification of phi 4@200 x 200CM, then the remaining fine stone concrete 3 with the thickness of 2cm is poured, then 1-2 layers of anti-crack glass fiber mesh cloth 5 are pressed on the surface of the fine stone concrete 3, and finally compaction and finishing are carried out. After the terrace is poured for 24 hours, elastic line cutting seams 6 are arranged at the door opening, the corner of the wall body and the bottom of the terrace, and the seams are 2cm deep, wherein the beam part, the long and narrow walkway and the like are arranged on the bottom of the terrace. After the cutting seam 6 is finished, a specially-assigned person is arranged to sprinkle water once in the morning and afternoon until the terrace surface is wet and water waves emerge, sprinkling water for maintenance is started 8-12 hours after pouring, and continuous maintenance is carried out for 14 days.
In other embodiments, a user self-care layer such as ceramic tiles, floors and the like is attached to the surface of the floor after maintenance of the floor is completed.
All possible combinations of the technical features of the above embodiments may not be described for the sake of brevity, but should be considered as within the scope of the present disclosure as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
Claims (6)
1. The utility model provides a high-rise housing heat preservation and sound insulation terrace crack control structure of mating formation for lay on the floor board, its characterized in that, the structure of mating formation includes upwards to set gradually heat preservation puigging and fine stone concrete layer from the floor board, be provided with the elasticity interlayer between heat preservation puigging and the wall body, fine stone concrete in situ top-down is provided with first anticracking layer and second anticracking layer, fine stone concrete layer with the cutting is formed with the joint-cutting between the wall body.
2. The anti-cracking paving structure for the heat-insulating and sound-insulating terrace of the high-rise residence according to claim 1, wherein the heat-insulating and sound-insulating layer is an electronic cross-linked polyethylene shock-absorbing and heat-insulating composite backing plate, and the thickness of the electronic cross-linked polyethylene shock-absorbing and heat-insulating composite backing plate is 7mm.
3. The anti-cracking paving structure for the heat-insulating and sound-insulating terrace of the high-rise residence as claimed in claim 1, wherein the first anti-cracking layer is a steel wire mesh, and the steel wire mesh is arranged in the middle of the fine stone concrete layer.
4. The anti-cracking paving structure for the heat-insulating and sound-insulating terrace of the high-rise residential building as claimed in claim 1, wherein the second anti-cracking layer is glass fiber mesh cloth, and the glass fiber mesh cloth is arranged on the upper layer of the fine stone concrete layer.
5. An anti-cracking paving structure for a heat-insulating and sound-insulating terrace of a high-rise residence as claimed in claim 1, wherein the thickness of the fine stone concrete layer is 4cm.
6. An anti-cracking paving structure for a heat-insulating and sound-insulating floor of a high-rise residential building as claimed in claim 1, wherein the depth of the slit is 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222874867.2U CN218346686U (en) | 2022-10-31 | 2022-10-31 | Anti-cracking paving structure for heat-insulating and sound-insulating terrace of high-rise residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222874867.2U CN218346686U (en) | 2022-10-31 | 2022-10-31 | Anti-cracking paving structure for heat-insulating and sound-insulating terrace of high-rise residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218346686U true CN218346686U (en) | 2023-01-20 |
Family
ID=84898329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222874867.2U Expired - Fee Related CN218346686U (en) | 2022-10-31 | 2022-10-31 | Anti-cracking paving structure for heat-insulating and sound-insulating terrace of high-rise residence |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218346686U (en) |
-
2022
- 2022-10-31 CN CN202222874867.2U patent/CN218346686U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230120 |