CN204225253U - A kind of band open drain crack resistence building aproll and aproll assembly - Google Patents
A kind of band open drain crack resistence building aproll and aproll assembly Download PDFInfo
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- CN204225253U CN204225253U CN201420684342.5U CN201420684342U CN204225253U CN 204225253 U CN204225253 U CN 204225253U CN 201420684342 U CN201420684342 U CN 201420684342U CN 204225253 U CN204225253 U CN 204225253U
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Abstract
The utility model discloses a kind of band open drain crack resistence building aproll and aproll assembly.This band open drain crack resistence building aproll comprises: hardcore bed, comprises independently and is positioned at first, second hardcore bed in different aspects; To be positioned on hardcore bed and the work stone connecting first, second hardcore bed mixes dirt bed, and one end offers the open drain that section is upside-down trapezoid; Concrete cover, one end extends towards the direction away from the second hardcore bed and mixes dirt bed with work stone and flush, and the other end is towards extending near the direction of the second hardcore bed and flushing with the bottom of the second hardcore bed; Be positioned at the microlith that this work stone mixes on dirt bed and mix dirt bed, and be layed in work stone and mix dirt bed surface and extend on concrete cover; To be positioned on concrete cover and to mix the adjacent polyphenylene heat insulation slab of dirt bed with microlith; Cover the cover plate on open drain.The utility model also openly comprises the aproll assembly of multiple band open drains crack resistence building aproll.
Description
Technical field
The utility model relates to Civil structure field, particularly relates to a kind of with open drain crack resistence building aproll and the aproll assembly comprising this band open drain crack resistence building aprolls some.
Background technology
Aproll refers to the topping in order to prevent rainwater and production, living water use infiltration building around paving.Aproll is paved into masonry or concrete usually, and width is many at about one meter.The object arranging aproll is to enable the excess surface water near skin plinth drain rapidly; and can prevent dripping of eaves from washing away the soil on exterior wall surrounding ground; reduce wall body and the possibility of basis by water soaking, protection wall body and basis, can extend the life-span of building.
Current outdoor buildings aproll construction neither one is unified, specification and concrete construction method can be followed, thus inevitably there are the problems such as constructing operation is more random, lack of standardization, construction quality is poor during practice of construction, there is defect and the deficiencies such as easy to crack, drainage effect is poor, impression quality is poor in the outdoor buildings aproll of institute's construction molding, and on outdoor buildings aproll, set dividing joint exists filleting thickness disunity, glue face difficult quality controls and easy to crack, the problem such as waterproof effect is poor.
Therefore, outdoor buildings aproll exists easy to crack, once cracking, waterproof effect is deteriorated, and does not reach the effect on the protection basis of expection; Except the waterproof effect caused easy to crack is deteriorated, all-in aproll draining easily infiltrates basis from the edge soil body, becomes wash away and corrode to ground foundation.
Utility model content
For solve easy to crack, waterproof effect is poor, outdoor effectively draining ensures that the problem that outdoor open drain is non-leakage, the utility model provide a kind of with open drain crack resistence building aproll and the aproll assembly comprising this band open drain crack resistence building aprolls some simultaneously.
The utility model realizes like this, a kind of band open drain crack resistence building aproll, it is for hydrophobic to building, and this band open drain crack resistence building aproll comprises: hardcore bed, and it comprises independently and the first hardcore bed be positioned in different aspects and the second hardcore bed; Work stone mixes dirt bed, and it to be positioned on this hardcore bed and to connect this first hardcore bed and this second hardcore bed, and one end that this work stone mixes dirt bed offers the open drain that section is upside-down trapezoid; Concrete cover, it is arranged on this work stone and mixes on the end face of the dirt bed other end, one end of this concrete cover extends towards the direction away from this second hardcore bed and mixes dirt bed with this work stone and flushes, and the other end of this concrete cover is towards extending near the direction of this second hardcore bed and flushing with the bottom of this second hardcore bed; Microlith mixes dirt bed, and it is positioned at this work stone and mixes on dirt bed, is layed in this work stone and mixes the surface of dirt bed and extend on this concrete cover; Polyphenylene heat insulation slab, it is positioned at, and that this concrete cover mixes dirt bed with this microlith is adjacent; Cover plate, it covers on this open drain.
As the further improvement of such scheme, this cover plate is mixed earth cover plate.
As the further improvement of such scheme, this microlith mixes dirt bed and is positioned at the part in this second hardcore bed overhead for favouring the domatic of this open drain.Preferably, this domatic gradient is 1 to 5 degree.Again preferably, this domatic gradient is 3 degree.
As the further improvement of such scheme, this work stone mixes the dirt bed part be positioned on this second hardcore bed and is parallel to that this is domatic.
As the further improvement of such scheme, the thickness that this microlith mixes dirt bed two ends is different, and this domatic minimum thickness is greater than this microlith and mixes the thickness that dirt bed is positioned at this open drain part.
As the further improvement of such scheme, the thickness that this work stone mixes dirt bed two ends is different, this work stone mix dirt bed be positioned at this domatic under thickness be greater than this work stone and mix the thickness that dirt bed is positioned at this open drain place.
As the further improvement of such scheme, the side that this second hardcore bed mixes dirt bed towards this work stone is inclined plane, and this second hardcore bed side that this work stone mixes dirt bed is dorsad horizontal plane.
The utility model also provides a kind of aproll assembly, it comprises the band open drain crack resistence building aproll of above-mentioned any setting, these band open drain crack resistence building aprolls are looped around the periphery of building, the surrounding of this building is surrounded by band open drain crack resistence building aproll, and the polyphenylene heat insulation slab of each band open drain crack resistence building aproll and concrete cover and this building are affixed setting; Deformation joint is provided with between adjacent two band open drain crack resistence building aprolls.
Band open drain crack resistence building aproll of the present utility model both crack resistence, solve again free drainage the washing away of base surrounding soil over the ground, and the material price selected are cheap.
Accompanying drawing explanation
The application schematic diagram of the aproll assembly that Fig. 1 provides for the utility model better embodiment.
Fig. 2 is the structure cross-sectional schematic cut open along Fig. 1 Vertical Centre Line II-II place.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
See also Fig. 1 and Fig. 2, wherein, Fig. 2 is the structure cross-sectional schematic cut open along Fig. 1 Vertical Centre Line II-II place.The aproll assembly (as shown in Figure 1) that the utility model better embodiment provides comprises multiple band open drain crack resistence building aproll 9 (as shown in Figure 2).This band open drain crack resistence building aproll 9, for hydrophobic to building 8, is appreciated that the aproll assembly that is made up of multiple band open drains crack resistence building aproll 9 realizes building 8 comprehensive hydrophobic.
Band open drain crack resistence building aproll 9 comprises hardcore bed 4, work stone mixes dirt bed 3 for this, concrete cover 7, microlith mix dirt bed 5, polyphenylene heat insulation slab 6, cover plate 2.
Hardcore bed 4 comprises independently and is positioned at the first hardcore bed 41 and the second hardcore bed 42 in different aspects.Second hardcore bed 42 is positioned at the side near building 8.
Work stone mixes dirt bed 3 and to be positioned on this hardcore bed 4 and to connect this first hardcore bed 41 and this second hardcore bed 42, and one end that this work stone mixes dirt bed 3 offers the open drain 11 that section is upside-down trapezoid.When mounted, open drain 11 is positioned at work stone and mixes dirt bed 3 one end away from building 8 this band open drain crack resistence building aproll 9.
Concrete cover 7 is arranged on this work stone and mixes on the end face of dirt bed 3 other end; one end of this concrete cover 7 extends towards the direction away from this second hardcore bed 42 and mixes dirt bed 3 with this work stone and flushes, and the other end of this concrete cover 7 is towards extending near the direction of this second hardcore bed 42 and flushing with the bottom of this second hardcore bed 42.It is not directly contact with building 8 that work stone mixes dirt bed 3 with the second hardcore bed 42, but by concrete cover 7 and building 8 mediate contact.
Microlith mixes dirt bed 5 and is positioned at this work stone and mixes on dirt bed 3, is layed in this work stone and mixes the surface of dirt bed 3 and extend on this concrete cover 7.This microlith mixes the part that dirt bed 5 is positioned at this second hardcore bed 42 overhead and preferably favours the domatic of this open drain 11.This domatic gradient is preferably 1 to 5 degree, so both facilitates aproll and also facilitates surface car pedestrian.
Under the structural strength ensureing this band open drain crack resistence building aproll 9, the utility model does following design with optimized saving material cost.Work stone mixes dirt bed 3 part be positioned on this second hardcore bed 42 and is preferably parallel to that this is domatic.The thickness that this microlith mixes dirt bed 5 two ends is preferably different, and this domatic minimum thickness is greater than this microlith and mixes the thickness that dirt bed 5 is positioned at this open drain 11 part.The thickness that this work stone mixes dirt bed two ends is different, this work stone mix dirt bed 3 be positioned at this domatic under thickness be preferably more than this work stone and mix the thickness that dirt bed 3 is positioned at this open drain 11 place.The side that this second hardcore bed 42 mixes dirt bed 3 towards this work stone is inclined plane, and this second hardcore bed 42 side that this work stone mixes dirt bed 3 is dorsad horizontal plane.The thickness of this first hardcore bed 41 is preferably more than the thickness of this second hardcore bed 42.
Polyphenylene heat insulation slab 6 is positioned at that this concrete cover 7 mixes dirt bed 5 with this microlith is adjacent, and microlith mixes dirt bed 5 with building 8 by polyphenylene heat insulation slab 6 indirect neighbor.Cover plate 2 covers on this open drain 11, and this cover plate 2 can be mixed earth cover plate.
When installing, these band open drain crack resistence building aprolls 9 are looped around the periphery of building 8, the surrounding of this building 8 is surrounded by band open drain crack resistence building aproll 9, the cover plate 2 of these band open drain crack resistence building aprolls 9 is positioned in same level with outdoor level land 1 as far as possible, facilitates traffic like this.The polyphenylene heat insulation slab 6 of each band open drain crack resistence building aproll 9 is affixed setting with concrete cover 7 and this building 8; Deformation joint 10 is provided with between adjacent two band open drain crack resistence building aprolls 9.
In sum, open drain crack resistence building aproll 9 is with to comprise two large divisions: one is concrete open drain 11; Two is concrete apron ramps.Concrete arrangement: arranging hardcore bed 4 thickness is 50-70mm, hardcore bed 4 sets gradually above that work stone mixes dirt bed 3, microlith mixes dirt bed 5, it is 50-70mm that microlith mixes dirt bed 5 thickness, microlith mixes dirt bed 5 and arranges concrete open drain 11 above, concrete open drain 11 section is inverted trapezoidal, concrete open drain 11 arranges concrete cover, the thick 50mm of concrete cover above; Between concrete open drain 11 and building 8 body of wall, concrete apron ramp is set, the gradient in ramp is 3%, concrete ramp and open drain 11 arrange one deformation joint 10 every 3-5m, deformation joint 10 both sides arrange that common brick separates, keep the space of 10-20mm between concrete ramp and building 8 body of wall, in space, clog polyphenylene heat insulation slab 6.
Band open drain crack resistence building aproll of the present utility model both crack resistence, solve again free drainage the washing away of base surrounding soil over the ground, and the material price selected are cheap.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1. be with an open drain crack resistence building aproll, it, for hydrophobic to building, is characterized in that: this band open drain crack resistence building aproll comprises:
Hardcore bed, it comprises independently and the first hardcore bed be positioned in different aspects and the second hardcore bed;
Work stone mixes dirt bed, and it to be positioned on this hardcore bed and to connect this first hardcore bed and this second hardcore bed, and one end that this work stone mixes dirt bed offers the open drain that section is upside-down trapezoid;
Concrete cover, it is arranged on this work stone and mixes on the end face of the dirt bed other end, one end of this concrete cover extends towards the direction away from this second hardcore bed and mixes dirt bed with this work stone and flushes, and the other end of this concrete cover is towards extending near the direction of this second hardcore bed and flushing with the bottom of this second hardcore bed;
Microlith mixes dirt bed, and it is positioned at this work stone and mixes on dirt bed, is layed in this work stone and mixes the surface of dirt bed and extend on this concrete cover;
Polyphenylene heat insulation slab, it is positioned at, and that this concrete cover mixes dirt bed with this microlith is adjacent;
Cover plate, it covers on this open drain.
2. band open drain as claimed in claim 1 crack resistence building aproll, is characterized in that: this cover plate is mixed earth cover plate.
3. band open drain as claimed in claim 1 crack resistence building aproll, is characterized in that: this microlith mixes dirt bed and is positioned at the part in this second hardcore bed overhead for favouring the domatic of this open drain.
4. band open drain as claimed in claim 3 crack resistence building aproll, is characterized in that: this domatic gradient is 1 to 5 degree.
5. band open drain as claimed in claim 4 crack resistence building aproll, is characterized in that: this domatic gradient is 3 degree.
6. band open drain as claimed in claim 3 crack resistence building aproll, is characterized in that: this work stone mixes the dirt bed part be positioned on this second hardcore bed and is parallel to that this is domatic.
7. band open drain as claimed in claim 3 crack resistence building aproll, is characterized in that: the thickness that this microlith mixes dirt bed two ends is different, and this domatic minimum thickness is greater than this microlith and mixes the thickness that dirt bed is positioned at this open drain part.
8. band open drain as claimed in claim 3 crack resistence building aproll, is characterized in that: the thickness that this work stone mixes dirt bed two ends is different, this work stone mix dirt bed be positioned at this domatic under thickness be greater than this work stone and mix the thickness that dirt bed is positioned at this open drain place.
9. band open drain as claimed in claim 1 crack resistence building aproll, is characterized in that: the side that this second hardcore bed mixes dirt bed towards this work stone is inclined plane, and this second hardcore bed side that this work stone mixes dirt bed is dorsad horizontal plane.
10. an aproll assembly, it comprises multiple band open drains as in one of claimed in any of claims 1 to 9 crack resistence building aproll, these band open drain crack resistence building aprolls are looped around the periphery of building, the surrounding of this building is surrounded by band open drain crack resistence building aproll, it is characterized in that: the polyphenylene heat insulation slab of each band open drain crack resistence building aproll and concrete cover and this building are affixed setting; Deformation joint is provided with between adjacent two band open drain crack resistence building aprolls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420684342.5U CN204225253U (en) | 2014-11-14 | 2014-11-14 | A kind of band open drain crack resistence building aproll and aproll assembly |
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|---|---|---|---|
| CN201420684342.5U CN204225253U (en) | 2014-11-14 | 2014-11-14 | A kind of band open drain crack resistence building aproll and aproll assembly |
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| CN204225253U true CN204225253U (en) | 2015-03-25 |
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| CN201420684342.5U Expired - Fee Related CN204225253U (en) | 2014-11-14 | 2014-11-14 | A kind of band open drain crack resistence building aproll and aproll assembly |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119784A (en) * | 2017-03-15 | 2017-09-01 | 国网浙江省电力公司台州供电公司 | A kind of overboard well of anti-settling piston type |
| 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 |
| CN113718919A (en) * | 2021-07-21 | 2021-11-30 | 新城控股集团实业发展有限公司 | Integrated water-dispersing open ditch structure and construction method |
-
2014
- 2014-11-14 CN CN201420684342.5U patent/CN204225253U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119784A (en) * | 2017-03-15 | 2017-09-01 | 国网浙江省电力公司台州供电公司 | A kind of overboard well of anti-settling piston type |
| 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 |
| CN113718919A (en) * | 2021-07-21 | 2021-11-30 | 新城控股集团实业发展有限公司 | Integrated water-dispersing open ditch structure and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150325 Termination date: 20151114 |
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| EXPY | Termination of patent right or utility model |