CN206722317U - The capillary grid paving structure of expansion crack can be avoided the occurrence of - Google Patents

The capillary grid paving structure of expansion crack can be avoided the occurrence of Download PDF

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Publication number
CN206722317U
CN206722317U CN201720387645.4U CN201720387645U CN206722317U CN 206722317 U CN206722317 U CN 206722317U CN 201720387645 U CN201720387645 U CN 201720387645U CN 206722317 U CN206722317 U CN 206722317U
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CN
China
Prior art keywords
layer
screed
coat
capillary
heat
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Expired - Fee Related
Application number
CN201720387645.4U
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Chinese (zh)
Inventor
查有春
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tang Style Clothing Decorations Group Co Ltd Of Shanghai China
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Tang Style Clothing Decorations Group Co Ltd Of Shanghai China
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Priority to CN201720387645.4U priority Critical patent/CN206722317U/en
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Publication of CN206722317U publication Critical patent/CN206722317U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This practicality discloses a kind of capillary grid paving structure for avoiding the occurrence of expansion crack, it includes heat-insulation layer, reflecting layer, capillary grid, screed-coat and ground decoration layer, heat-insulation layer is on structure sheaf and thickness is 20~30mm, reflecting layer is on heat-insulation layer, reflecting layer includes aluminium platinum paper and the iron wire stratum reticulare laid along aluminium platinum paper surface side, capillary grid is on reflecting layer, screed-coat is on the capillary grid and the thickness of screed-coat is 10~20mm, ground decoration layer is on screed-coat, in reflecting layer, pea gravel concrete layer has been tamped between screed-coat, pea gravel concrete layer is provided with the joint-cutting of its equidistant cutting, support column is evenly equipped with pea gravel concrete layer, beneficial effect is:Joint-cutting can avoid structure sheaf by expand with heat and contract with cold influenceed it is cracked;Support column is embedded with pea gravel concrete layer, changes the load-bearing of paving structure, the stability of structure has obtained effective raising.

Description

The capillary grid paving structure of expansion crack can be avoided the occurrence of
Technical field
This practicality is related to construction and decoration technical field, specially a kind of capillary grid paving for avoiding the occurrence of expansion crack Assembling structure.
Background technology
Capillary can be according to the heat exchange amount of the red environment of surrounding environment adjust automatically, and it uses elastoplast as main structure And cold heat matchmaker is with water, it can directly be layered on the lower section on room building enclosure surface, the ceiling that accesses between cold heat matchmaker's back room, Plate and wall will become unusual snugness and energy transmission between user and room surface is by way of radiation Carry out, without obvious wind sense, existing capillary grid paving structure layer is typically directly to set cement on capillary network gate layer Screed-coat is starched, it is easily cracked the disadvantage is that, cement screeding layer is influenceed by expanding with heat and contract with cold, while works as ground load-carrying When larger, it is easily destroyed capillary grid structure sheaf and finally influences refrigeration radiation effect.
Utility model content
To achieve these goals, the utility model proposes a kind of capillary grid paving for avoiding the occurrence of expansion crack Assembling structure, its main technical scheme are as follows:
The capillary grid paving structure of expansion crack can be avoided the occurrence of, it includes:
Heat-insulation layer (2) on structure sheaf (1), the thickness of the heat-insulation layer (2) is 20~30mm;
Reflecting layer (3) on heat-insulation layer (2), the reflecting layer (3) include aluminium platinum paper and spread along aluminium platinum paper surface side If iron wire stratum reticulare;
Capillary grid (4) on reflecting layer (3), the capillary grid (4) include the water inlet being arranged side by side (41), return pipe (42) are managed, equidistantly arrangement capillary (43) and hair are provided between the water inlet pipe (41), return pipe (42) Horizontal-extending direction laying of the body of tubule (43) along reflecting layer (3);
Screed-coat (5) on capillary grid (4), the thickness of the screed-coat (5) is 10~20mm;
Ground decoration layer (6) on screed-coat (5);
Wherein, pea gravel concrete layer (8), the pea gravel concrete have been tamped between the reflecting layer (3), screed-coat (5) Layer (8) is provided with the joint-cutting (81) of its equidistant cutting, and support column (7), the branch are evenly equipped with the pea gravel concrete layer (8) The surface side of one end of dagger (7) and reflecting layer (3) is fixed, and the other end of the support column (7) extends to the bottom of screed-coat (5) Side.
Further the improvement is that, corner heat-insulation layer (9), the corner are additionally provided with the structure sheaf (1) The high-order free end of heat-insulation layer (9) extends to the bottom side of ground decoration layer (6).
Further the improvement is that, the capillary (43) at intervals of 10mm~30mm.
Further the improvement is that, the ground decoration layer (6) is one kind in floor tile, floor or carpet.
This practical beneficial effect is:Laid in capillary grid in layer and tamped pea gravel concrete layer and pea gravel concrete Layer be provided with joint-cutting, can avoid structure sheaf by expand with heat and contract with cold influenceed it is cracked;Support column is embedded with pea gravel concrete layer, is changed The load-bearing of paving structure is become, the stability of structure has obtained effective raising.
Brief description of the drawings
Fig. 1 is the structural representation for the capillary grid paving structure that expansion crack can be avoided the occurrence of in embodiment.
Embodiment
In order that this practical technological means, creation characteristic, reached purpose and effect are easy to understand, with reference to tool Body illustrates, and this practicality is expanded on further.In the following description, known function and structure is not described in detail, because they can make The utility model is chaotic due to unnecessary details.It will be understood that in the exploitation of any practical embodiments, it is necessary to make big Implementation detail is measured to realize the specific objective of developer, such as according to the limitation about system or about business, by an implementation Example changes into another embodiment.Additionally, it should think that this development is probably complicated and time-consuming, but for It is only routine work for those skilled in the art.
The utility model is more specifically described by way of example referring to the drawings in the following passage.According to following explanation and power Sharp claim, advantages and features of the present utility model will become apparent from.It should be noted that accompanying drawing using very simplified form and Non- accurately ratio is used, only to purpose that is convenient, lucidly aiding in illustrating the utility model embodiment.
Referring to Fig. 1, the capillary grid paving structure of expansion crack can be avoided the occurrence of, it is included from bottom to surface layer successively Heat-insulation layer 2, reflecting layer 3, capillary grid 4, screed-coat 5 and the ground decoration layer 6 of laying, wherein, heat-insulation layer 2 is located at structure sheaf On 1 and the thickness of heat-insulation layer 2 is 20~30mm;Wherein, on heat-insulation layer 2, reflecting layer 3 includes aluminium platinum paper in reflecting layer 3 And the iron wire stratum reticulare laid along aluminium platinum paper surface side;Wherein, on reflecting layer 3, capillary grid 4 includes capillary grid 4 The water inlet pipe 41 and return pipe 42 being arranged side by side, equidistantly arrangement capillary 43 and hair are provided between water inlet pipe 41 and return pipe 42 Horizontal direction extension of the body of tubule 43 along reflecting layer 3;Wherein, screed-coat 5 is on the capillary grid 4 and screed-coat 5 Thickness be 10~20mm;Wherein, ground decoration layer 6 is on screed-coat 5;Tamped between reflecting layer 3, screed-coat 5 Pea gravel concrete layer 8,50~60mm of thickness control of pea gravel concrete layer 8, pea gravel concrete layer 8 are provided with its equidistant cutting Joint-cutting 81, be evenly equipped with support column 7 in pea gravel concrete layer 8, the surface side of one end and reflecting layer 3 of support column 7 is fixed, support column 7 other end extends to the bottom side of screed-coat 5, and joint-cutting 81 can avoid structure sheaf from being influenceed crack occur by expanding with heat and contract with cold, between waiting Support column 7 away from arrangement can effectively increase the load-bearing of structure.
In order to improve radiation effect, further improve is, corner heat-insulation layer 9, corner are additionally provided with structure sheaf The high-order free end of heat-insulation layer 9 extends to the bottom side of ground decoration layer 6.
In order to reach ideal radiation effect, as preferable, the interval for the capillary 43 being related in the present embodiment For 10mm~30mm.
As preferable, the ground decoration layer 6 being related in the present embodiment is one kind in floor tile, floor or carpet.
To sum up, tamped pea gravel concrete layer 8 in capillary grid laying layer and pea gravel concrete layer 8 be provided with joint-cutting 81, Can avoid structure sheaf by expand with heat and contract with cold influenceed it is cracked;Support column is embedded with pea gravel concrete layer 8, changes knot of mating formation The load-bearing of structure, the stability of structure have obtained effective raising.
Preferred embodiment of the present utility model is above are only, any restrictions effect is not played to the utility model. Any person of ordinary skill in the field, in the range of the technical solution of the utility model is not departed from, to the utility model The technical scheme and technology contents of exposure make the variation such as any type of equivalent substitution or modification, belong to without departing from the utility model Technical scheme content, still fall within the scope of protection of the utility model.

Claims (4)

1. the capillary grid paving structure of expansion crack can be avoided the occurrence of, it is characterised in that it includes:
Heat-insulation layer (2) on structure sheaf (1), the thickness of the heat-insulation layer (2) is 20~30mm;
Reflecting layer (3) on heat-insulation layer (2), what the reflecting layer (3) was laid including aluminium platinum paper and along aluminium platinum paper surface side Iron wire stratum reticulare;
Capillary grid (4) on reflecting layer (3), the capillary grid (4) include the water inlet pipe being arranged side by side (41), return pipe (42), equidistantly arrangement capillary (43) and capillary are provided between the water inlet pipe (41), return pipe (42) (43) horizontal-extending direction laying of the body along reflecting layer (3);
Screed-coat (5) on capillary grid (4), the thickness of the screed-coat (5) is 10~20mm;
Ground decoration layer (6) on screed-coat (5);
Wherein, pea gravel concrete layer (8), the pea gravel concrete layer (8) have been tamped between the reflecting layer (3), screed-coat (5) Provided with by the joint-cutting (81) of its equidistant cutting, support column (7), the support column are evenly equipped with the pea gravel concrete layer (8) (7) surface side of one end and reflecting layer (3) is fixed, and the other end of the support column (7) extends to the bottom side of screed-coat (5).
2. the capillary grid paving structure according to claim 1 for avoiding the occurrence of expansion crack, it is characterised in that institute State and corner heat-insulation layer (9) is additionally provided with structure sheaf (1), the high-order free end of the corner heat-insulation layer (9) extends to ground dress Adorn the bottom side of layer (6).
3. the capillary grid paving structure according to claim 1 for avoiding the occurrence of expansion crack, it is characterised in that institute State capillary (43) at intervals of 10mm~30mm.
4. the capillary grid paving structure according to claim 1 for avoiding the occurrence of expansion crack, it is characterised in that institute Ground decoration layer (6) is stated as one kind in floor tile, floor or carpet.
CN201720387645.4U 2017-04-13 2017-04-13 The capillary grid paving structure of expansion crack can be avoided the occurrence of Expired - Fee Related CN206722317U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720387645.4U CN206722317U (en) 2017-04-13 2017-04-13 The capillary grid paving structure of expansion crack can be avoided the occurrence of

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720387645.4U CN206722317U (en) 2017-04-13 2017-04-13 The capillary grid paving structure of expansion crack can be avoided the occurrence of

Publications (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114060895A (en) * 2021-11-23 2022-02-18 青岛仟亿新材料科技有限公司 Carbon fiber floor heating structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114060895A (en) * 2021-11-23 2022-02-18 青岛仟亿新材料科技有限公司 Carbon fiber floor heating structure

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171208

Termination date: 20200413

CF01 Termination of patent right due to non-payment of annual fee