CN204475172U - Bridge floor greenbelt waterproof and water drainage system - Google Patents
Bridge floor greenbelt waterproof and water drainage system Download PDFInfo
- Publication number
- CN204475172U CN204475172U CN201520130338.9U CN201520130338U CN204475172U CN 204475172 U CN204475172 U CN 204475172U CN 201520130338 U CN201520130338 U CN 201520130338U CN 204475172 U CN204475172 U CN 204475172U
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- China
- Prior art keywords
- greenbelt
- waterproof
- bridge
- drainage system
- bridge floor
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- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 239000000463 material Substances 0.000 claims abstract description 14
- 239000010426 asphalt Substances 0.000 claims abstract description 12
- 239000004576 sand Substances 0.000 claims abstract description 9
- 239000002689 soil Substances 0.000 claims abstract description 8
- 238000001914 filtration Methods 0.000 claims abstract description 6
- 239000004575 stone Substances 0.000 claims abstract description 4
- 230000016087 ovulation Effects 0.000 claims abstract description 3
- 238000004078 waterproofing Methods 0.000 claims description 23
- 239000004568 cement Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 4
- 229920000642 polymer Polymers 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 5
- 238000002791 soaking Methods 0.000 abstract description 4
- 241001464837 Viridiplantae Species 0.000 abstract description 2
- 239000004746 geotextile Substances 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 238000004162 soil erosion Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
Abstract
The utility model discloses a kind of bridge floor greenbelt waterproof and water drainage system, it comprises: be arranged on one of the below of the planting soil of described greenbelt as the fine sand layer of filtration beds, along vertical bridge to, a flexible porous tube collected for ponding is also provided with in the width minimum point of described greenbelt, along the length direction of described flexible porous tube, described bridge floor greenbelt waterproof and water drainage system is also provided with an ovulation stone rhone, and described flexible porous tube passes and accesses the total drainage system of road rain water from described cobble rhone.Adopt the utility model, not only bridge surface waterproof layer can not be destroyed, can also guarantee that bridge main body structure has good waterproof effect, can also to avoid on bridge green plants long period of soaking in rainwater simultaneously, in addition, described bridge surface waterproof layer is set up one modified asphalt waterproof coiled material, prevents bridge surface waterproof layer puncture from destroying.Therefore bridge floor greenbelt guarded drainage is effective.
Description
Technical field
The utility model relates to a kind of anti-, drainage system, particularly a kind of bridge floor greenbelt waterproof and water drainage system.
Background technology
Existing bridge floor greenbelt drainage set-up mode and existing problems as follows:
(1) vertical tapping pipe is set in bridge floor greenbelt, water is directly entered in river, sluicing pore need be reserved at top beam slab, construction trouble, and unfavorable to structural safety;
(2) direction across bridge tapping pipe is set in bridge floor greenbelt, water is directly discharged to bridge floor, after the rainy day, roadway always has some soil erosion vestiges flowed out in greenbelt, bridge floor is formed surface dust or moss, therefore also can bring potential safety hazard to bridge floor driving.
In addition, above-mentioned tapping pipe is very easily blocked, and cause greenbelt internal drainage not smooth, the greening of long period of soaking in water, also easily rhizome rots and cannot survive.
Meanwhile, the root system of planting plants has certain puncture, and they also can destroy bridge surface waterproof layer, and has a negative impact to the durability of bridge main body structure.
Utility model content
Because the above-mentioned defect of prior art, the utility model provides a kind of workable, guarded drainage is effective, there is the bridge floor greenbelt waterproof and water drainage system of good social benefit and ecological benefits, a kind of bridge floor greenbelt waterproof and water drainage system, its feature is, it comprises: be arranged on one of the below of the planting soil of described greenbelt as the fine sand layer of filtration beds, along vertical bridge to, a flexible porous tube collected for ponding is also provided with in the width minimum point of described greenbelt, along the length direction of described flexible porous tube, described bridge floor greenbelt waterproof and water drainage system is also provided with an ovulation stone rhone, described flexible porous tube passes and accesses the total drainage system of road rain water from described cobble rhone.
In the present embodiment, the thick fine sand of 5cm is set below planting soil as filtration beds, so also can filters and collect water unnecessary in landscape planting band.In addition, adopted by flexible porous tube cobble rhone to wrap up simultaneously, soil erosion can be prevented as far as possible.In addition, the total drainage system of road rain water of the present utility model is drainage system commonly known in the art, and this road rain water total drainage system part non-the utility model improvement place, and therefore not to repeat here.
In certain embodiments, be also provided with upper track waterproofing course and lower road waterproofing course in described greenbelt, described lower road waterproofing course is identical with bridge surface waterproof layer, and described upper track waterproofing course is modified asphalt waterproof coiled material layer.In the present embodiment, described bridge surface waterproof layer is set up one modified asphalt waterproof coiled material, bridge surface waterproof layer can be prevented like this to be subject to puncture and destroy.Modified asphalt waterproof coiled material layer in the present embodiment is the waterproofing course adopting root-resistant puncturing waterproofing materials commonly known in the art obtained, and this modified asphalt waterproof coiled material is commercially waterproofing materials.
In certain embodiments, described modified asphalt waterproof coiled material layer arranges a geotechnological layer of cloth.Can protect modified asphalt waterproof coiled material layer like this.
In certain embodiments, the geotechnological layer of cloth of surfaces be clad one of described thick fine sand layer, cobble rhone.
In certain embodiments, described bridge surface waterproof layer comprises: stacked cement concrete leveling layer and polymer waterproofing course.Cement concrete leveling layer in the present embodiment and polymer waterproofing course are the conventional known waterproofing course of existing bridge floor, and the non-improvement place of the present utility model of this part, and therefore not to repeat here.
On the basis meeting this area general knowledge, above-mentioned each optimum condition, can be combined, and obtains each preferred embodiment of the utility model.
The beneficial effects of the utility model: more perfect waterproof and water drainage system is set in bridge floor greenbelt domestic demand, can ensures that bridge main body structure has good waterproof effect, avoid bridge being afforested long period of soaking in rainwater simultaneously.Therefore, the utility model not only can not destroy bridge surface waterproof layer, and guarded drainage is effective, has good social benefit and ecological benefits.
Be described further below with reference to the technique effect of accompanying drawing to design of the present utility model, concrete structure and generation, to understand the purpose of this utility model, characteristic sum effect fully.
Accompanying drawing explanation
Fig. 1 is the bridge floor greenbelt waterproof and water drainage system organigram of the utility model preferred embodiment.
Description of reference numerals: greenbelt 1, bridge surface waterproof layer 2, planting soil 3, flexible porous tube 4, cobble rhone 5, modified asphalt waterproof coiled material 6
Detailed description of the invention
Enumerate preferred embodiment below, and come by reference to the accompanying drawings clearlyer intactly the utility model to be described.
Embodiment
The purpose of this utility model is achieved through the following technical solutions: the utility model is mainly from avoiding planting soil to run off and avoiding root system of plant puncture to destroy the angle of bridge surface waterproof layer to improve bridge deck water-proof Water drainage system design.
Optimal crosssection and the road of Urban Bridge are consistent, and bridge floor are arranged wider greenbelt 1, to realize the continuity of afforesting.
As shown in Figure 1, the bridge floor greenbelt waterproof and water drainage system that the present embodiment provides comprises for avoiding planting soil to run off, and is arranged on the thick thick fine sand layer of 5cm below planting soil 3 as filtration beds, so also can filters and collect water unnecessary in landscape planting band.
Further, be ensure filtration beds long-term role, reduce the loss of fine sand and uneven, geotextiles parcel is adopted to thick fine sand layer.
In addition, the utility model utilizes deck transverse slope, along vertical bridge to, in the minimum point of the width of greenbelt 1, one flexible porous tube 4 is also set and carries out ponding collection, access the total drainage system of road rain water (the total drainage system part of this road rain water is prior art, non-improvement place of the present utility model, and and therefore not to repeat here) nearby.Flexible porous tube 4 cobble rhone 5 (namely with the rhone that cobble is built by laying bricks or stones) parcel, prevents soil erosion as far as possible.
In the present embodiment, for preventing cobble rhone 5 loose, the appearance of cobble rhone 5 also adopts geotextiles to wrap up.
As shown in Figure 1; bridge surface waterproof layer is destroyed for avoiding the root system puncture of the plant planted; in the greenbelt 1 of the bridge floor greenbelt waterproof and water drainage system of the present embodiment, twice waterproofing course is set; lower road waterproofing course (waterproofing course of bottom) is consistent with bridge surface waterproof layer 2; upper track waterproofing course (waterproofing course namely on bottom) adopts root-resistant puncturing waterproofing materials---modified asphalt waterproof coiled material, and one deck geotextiles is set on root-resistant puncturing waterproofing course protects.
In addition, in the both sides of bridge surface waterproof layer 2 (bridge surface waterproof layer is polymer waterproofing course and the cement concrete leveling layer of stacked on top of one another common in prior art), also respectively set up one modified asphalt waterproof coiled material 6, destroy bridge surface waterproof layer to avoid root system of plant puncture.
The utility model arranges perfect waterproof and water drainage system in bridge floor greenbelt domestic demand, can ensure that bridge main body structure has good waterproof effect, can also to avoid on bridge green plants long period of soaking in rainwater simultaneously.Therefore, the guarded drainage of the utility model bridge floor greenbelt is effective, has good social benefit and ecological benefits.
More than describe each preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without the need to creative work.Therefore, all technician in the art according to design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should by the determined protection domain of claims.
Claims (5)
1. a bridge floor greenbelt waterproof and water drainage system, it is characterized in that, it comprises: be arranged on one of the below of the planting soil of described greenbelt as the fine sand layer of filtration beds, along vertical bridge to, a flexible porous tube collected for ponding is also provided with in the width minimum point of described greenbelt, along the length direction of described flexible porous tube, described bridge floor greenbelt waterproof and water drainage system is also provided with an ovulation stone rhone, and described flexible porous tube passes and accesses the total drainage system of road rain water from described cobble rhone.
2. bridge floor greenbelt waterproof and water drainage system as claimed in claim 1, it is characterized in that, in described greenbelt, be also provided with upper track waterproofing course and lower road waterproofing course, described lower road waterproofing course is identical with bridge surface waterproof layer, and described upper track waterproofing course is modified asphalt waterproof coiled material layer.
3. bridge floor greenbelt waterproof and water drainage system as claimed in claim 2, is characterized in that, described modified asphalt waterproof coiled material layer is arranged a geotechnological layer of cloth.
4. bridge floor greenbelt waterproof and water drainage system as claimed in claim 1, is characterized in that, the geotechnological layer of cloth of surfaces be clad one of described fine sand layer, cobble rhone.
5. as the bridge floor greenbelt waterproof and water drainage system in claim 2 ~ 4 as described in any one, it is characterized in that, described bridge surface waterproof layer comprises: stacked cement concrete leveling layer and polymer waterproofing course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520130338.9U CN204475172U (en) | 2015-03-06 | 2015-03-06 | Bridge floor greenbelt waterproof and water drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520130338.9U CN204475172U (en) | 2015-03-06 | 2015-03-06 | Bridge floor greenbelt waterproof and water drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475172U true CN204475172U (en) | 2015-07-15 |
Family
ID=53630975
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520130338.9U Expired - Fee Related CN204475172U (en) | 2015-03-06 | 2015-03-06 | Bridge floor greenbelt waterproof and water drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475172U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086263A (en) * | 2017-12-21 | 2018-05-29 | 玉林市金腾建材有限公司 | A kind of construction drainage device for greenbelt |
| CN109845519A (en) * | 2017-11-29 | 2019-06-07 | 上海浦东建筑设计研究院有限公司 | A kind of bridge plantation afforestation equipment |
-
2015
- 2015-03-06 CN CN201520130338.9U patent/CN204475172U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109845519A (en) * | 2017-11-29 | 2019-06-07 | 上海浦东建筑设计研究院有限公司 | A kind of bridge plantation afforestation equipment |
| CN108086263A (en) * | 2017-12-21 | 2018-05-29 | 玉林市金腾建材有限公司 | A kind of construction drainage device for greenbelt |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 230041 Anhui province Hefei City Yingshang Road West, Yi Jing Road South colorful 16 storey office building, 17 floor, 18 floor Patentee after: HEFEI MUNICIPAL DESIGN AND RESEARCH INSTITUTE Co.,Ltd. Address before: 230041 Anqing Road, Anhui, China, No. 85, No. Patentee before: HEFEI MUNICIPAL DESIGN INSTITUTE Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 |