CN206956795U - Concrete prefabricated aproll - Google Patents
Concrete prefabricated aproll Download PDFInfo
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- CN206956795U CN206956795U CN201720818513.2U CN201720818513U CN206956795U CN 206956795 U CN206956795 U CN 206956795U CN 201720818513 U CN201720818513 U CN 201720818513U CN 206956795 U CN206956795 U CN 206956795U
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- prefabricated
- plate
- prefabricated aproll
- aproll plate
- aproll
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Abstract
The utility model proposes a kind of concrete prefabricated aproll, including plain soil layer, prefabricated aproll plate, prefabricated aproll plate is made up of the two-way reinforcement of silicate cement mud layer and φ 6 150, two-way reinforcement is distributed in prefabricated aproll plate, the sides adjacent reciprocal radius of contiguous prefabricated aproll plate is 5mm fillet, prefabricated aproll plate is sequentially provided with cement sand bed, pea gravel concreten bed course away from the fillet that building side reciprocal radius is 30mm between prefabricated aproll plate and plain soil layer；20mm gaps are left between prefabricated aproll plate and architectural surface, are sequentially provided with silicone weather resistant glue sealant, asphaltic sands and rubbery foam plate in gap from top to bottom.In the application, prefabricated aproll plate is just prepared using template before construction and finished, and mass production can reduce cost, environmental protection and saving, by one section of aging afterwards for that will not have too obvious deformation because of the change of temperature.It is simple and convenient when installation, can the effectively save duration, meet the requirement of the construction of assembled architecture at this stage.
Description
Technical field
It the utility model is related to construction structure, and in particular to a kind of concrete apron of construction.
Background technology
The aproll of building is prepared using the method for concrete cast-in-situ more, and this aproll experience temperature change or freeze thawing follow
After ring, phenomena such as deformation, its normal use have impact on.In addition, live pouring concrete aproll is also present, long in time limit, cost is high
The problems such as.
Utility model content
The utility model proposes a kind of concrete prefabricated aproll, solves in concrete prefabricated aproll use in the prior art
Yielding, the problems such as construction period is long.
What the technical solution of the utility model was realized in：A kind of concrete prefabricated aproll, including plain soil layer, it is prefabricated dissipate
Water plate, prefabricated aproll plate are made up of the two-way reinforcement of silicate cement mud layer and φ 6 150, and two-way reinforcement is distributed on prefabricated aproll plate
Interior, the sides adjacent reciprocal radius of contiguous prefabricated aproll plate is 5mm fillet, and prefabricated aproll plate is away from building side reciprocal radius
30mm fillet, cement sand bed, pea gravel concreten bed course are sequentially provided between prefabricated aproll plate and plain soil layer；Prefabricated aproll plate
20mm gaps are left between architectural surface, be sequentially provided with from top to bottom in gap silicone weather resistant glue sealant, asphaltic sands and
Rubbery foam plate.
The plain soil layer outwards has 3% ~ 5% gradient.
The specification of prefabricated aproll plate is 600 ~ 1200mm, width is 800 ~ 1000mm, thickness 100mm.
Distance of the two-way reinforcement apart from prefabricated aproll plate bottom is 25mm.
In the application, prefabricated aproll plate is just prepared using template before construction and finished, and mass production can reduce into
This, environmental protection and saving, by one section of aging afterwards for that will not have too obvious deformation because of the change of temperature.When installation
It is simple and convenient, can the effectively save duration, meet the requirement of the construction of assembled architecture at this stage.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the utility model arrangement states schematic diagram.
Fig. 2 is the utility model installment state schematic diagram.
Fig. 3 is Fig. 1 I-I diagrammatic cross-sections.
Wherein：1. prefabricated aproll plate, 2. plain soil layers, 3. pea gravel concreten bed courses, 4. cement sand beds, 5. is two-way
Arrangement of reinforcement, 6. rubbery foam plates, 7. asphaltic sands, 8. silicone weather resistant glue sealants.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is paid
The every other embodiment obtained, belong to the scope of the utility model protection.
As shown in Fig. 1 ~ 3, a kind of concrete prefabricated aproll, including plain soil layer 2, prefabricated aproll plate 1, prefabricated aproll plate 1 by
Silicate cement mud layer and φ 6 150 two-way reinforcement 5 are formed, and anticracking fiber is mixed in silicate cement mud layer, and two-way reinforcement 5 is distributed on
In prefabricated aproll plate 1, the sides adjacent reciprocal radius of contiguous prefabricated aproll plate 1 is 5mm fillet, and prefabricated aproll plate 1 is away from building
Side reciprocal radius is 30mm fillet, and cement sand bed 4, pea gravel concreten are sequentially provided between prefabricated aproll plate 1 and plain soil layer 2
Bed course 3；Cement sand bed 4 is the M5 cement mortar of the thick left and right of 15mm, is mainly used in levelling, and fine earth concrete layer 3 is 100mm left
Right thick C20 pea gravel concretens, leave 20mm gaps between prefabricated aproll plate 1 and decorating building surface layer, in gap on to
Under be sequentially provided with silicone weather resistant glue sealant 8, asphaltic sands 7 and rubbery foam plate 6.Prefabricated aproll plate 1 is high after assembling finishes
Go out grade about 20m.
Prefabricated aproll makes：It is fixed using typified form, the prefabricated aproll of method of reverse deduction using clear-water concrete rounding technique
When prepared by pattern plate method, template can use steel form or plank sheathing.In aproll installation two-way reinforcement is required according to design drawing.
Template bed die pastes PVC board, template external corner patch PVC fillet chamferings（By building side external corner not chamfering）.
The plain soil layer 2 outwards has 3% ~ 5% gradient.
The specification of prefabricated aproll plate 1 is 600 ~ 1200mm, width is 800 ~ 1000mm, thickness 100mm.Construction when
Wait according to building size according to integral pattern typesetting.
Distance of the two-way reinforcement 5 apart from the prefabricated bottom of aproll plate 1 is 25mm.
Prefabricated aproll installation：Pour 100mm pea gravel concreten bed courses；In bed course upper surface, paving M5 cement mortar 15mm is looked for
It is flat.When aproll is installed 20mm gaps are stayed between decorating building surface layer.Bottom cement sand bed intensity reaches after aproll is stable
When 50%, preset slot is sealed using silicone weather resistant glue.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc., the utility model should be included in
Protection domain within.
Claims (4)
1. a kind of concrete prefabricated aproll, including plain soil layer（2）, prefabricated aproll plate（1）, it is characterised in that：Prefabricated aproll plate（1）
By silicate cement mud layer and φ 6 150 two-way reinforcement（5）Composition, two-way reinforcement（5）It is distributed on prefabricated aproll plate（1）It is interior, phase
Adjacent prefabricated aproll plate（1）Sides adjacent reciprocal radius be 5mm fillet, prefabricated aproll plate（1）It is away from building side reciprocal radius
30mm fillet, prefabricated aproll plate（1）With plain soil layer（2）Between be sequentially provided with cement sand bed（4）, pea gravel concreten bed course
（3）；Prefabricated aproll plate（1）20mm gaps are left between architectural surface, silicone weather resistant glue is sequentially provided with from top to bottom in gap
Sealant（8）, asphaltic sands（7）With rubbery foam plate（6）.
2. concrete prefabricated aproll according to claim 1, it is characterised in that：The plain soil layer（2）Outwards have 3% ~ 5%
The gradient.
3. concrete prefabricated aproll according to claim 1 or 2, it is characterised in that：Prefabricated aproll plate（1）Specification be
600 ~ 1200mm, width are 800 ~ 1000mm, thickness 100mm.
4. concrete prefabricated aproll according to claim 1, it is characterised in that：The two-way reinforcement（5）Dissipated apart from prefabricated
Water plate（1）The distance of bottom is 25mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720818513.2U CN206956795U (en) | 2017-07-07 | 2017-07-07 | Concrete prefabricated aproll |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720818513.2U CN206956795U (en) | 2017-07-07 | 2017-07-07 | Concrete prefabricated aproll |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206956795U true CN206956795U (en) | 2018-02-02 |
Family
ID=61384159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720818513.2U Expired - Fee Related CN206956795U (en) | 2017-07-07 | 2017-07-07 | Concrete prefabricated aproll |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206956795U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457309A (en) * | 2018-04-09 | 2018-08-28 | 天津中铁建业集团有限公司 | A kind of novel sprinkling structure and its construction method |
| CN110939159A (en) * | 2019-12-11 | 2020-03-31 | 威海利东建筑科技有限公司 | Decoration integrated precast concrete water dispersion |
-
2017
- 2017-07-07 CN CN201720818513.2U patent/CN206956795U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457309A (en) * | 2018-04-09 | 2018-08-28 | 天津中铁建业集团有限公司 | A kind of novel sprinkling structure and its construction method |
| CN110939159A (en) * | 2019-12-11 | 2020-03-31 | 威海利东建筑科技有限公司 | Decoration integrated precast concrete water dispersion |
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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: 20180202 Termination date: 20180707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |