CN208379368U - A kind of reinforced sewer structure of rockfilling for road center isolation strip - Google Patents
A kind of reinforced sewer structure of rockfilling for road center isolation strip Download PDFInfo
- Publication number
- CN208379368U CN208379368U CN201820726849.0U CN201820726849U CN208379368U CN 208379368 U CN208379368 U CN 208379368U CN 201820726849 U CN201820726849 U CN 201820726849U CN 208379368 U CN208379368 U CN 208379368U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- loaded filter
- plate
- wall
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000002955 isolation Methods 0.000 title claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 230000008595 infiltration Effects 0.000 claims abstract description 12
- 238000001764 infiltration Methods 0.000 claims abstract description 12
- 239000004575 stone Substances 0.000 claims abstract description 11
- 239000004927 clay Substances 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 238000011144 upstream manufacturing Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002362 mulch Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model provides a kind of reinforced sewer structure of rockfilling for road center isolation strip, includes bottom plate, concrete cover, loaded filter, the wall that intercepts water, confining bed, slabstone binds, seep water filled layer；The bottom plate is the concrete enclosing plate built in sewer bottom；The concrete cover is the slotted hole concrete slab for the groove top that seamless coverage is formed in the lower plate of bottom plate；The wall that intercepts water is the concrete wall built on lower plate straight flange；The loaded filter is divided into microlith loaded filter and rubble loaded filter, which builds in upper plate far from bottom plate center one end, and microlith fitting is laid on rubble loaded filter far from sewer face；The confining bed is to build in loaded filter and intercept water on wall, which is clay splash guard；The mortar flag stone that the slabstone binds for build in confining bed top surface binds；Infiltration filled layer is filled in bottom plate, loaded filter, the hollow region to intercept water between wall, confining bed for building stones and is formed.
Description
Technical field
The utility model relates to road drainage technical fields more particularly to a kind of for the reinforced of road center isolation strip
It rockfills sewer structure.
Background technique
With the rapid development of our national economy, car ownership in the quickening of urbanization process and China's city scope
Increase, requirement of the people to indexs such as the grades, speed, width of urban road is higher and higher, outside city expressway or city
The roads such as loop wire have more strict requirements to these indexs, and higher standard path proposes the draining of urban road
Higher requirement.Previous road drainage system is asked since the problem of construction and material all can't resolve further serious draining
Topic, needs a large amount of cost to be safeguarded and repaired.
Utility model content
The purpose of this utility model is that it is in view of the drawbacks of the prior art and insufficient, it provides a kind of for road center isolation
The reinforced sewer structure of rockfilling of band, the structure effectively can collect the infiltration of central partition and discharge, and avoid seeping phenomenon,
Suitable for heavy rain water flow road, and structure is simple, easy for construction.
In order to achieve the above purposes, the technical solution adopted by the utility model is: a kind of adding for road center isolation strip
Strong type rockfills sewer structure, includes bottom plate, concrete cover, loaded filter, the wall that intercepts water, confining bed, slabstone binds, infiltration is filled
Layer；The bottom plate is the concrete enclosing plate built in sewer bottom, which is divided into two parts, and a part is subsurface flow upstream
The upper plate of side, the upper plate are tilted down from far from bottom plate center one end to bottom plate center position, and another part is underground
The lower plate of water flow downstream side, the lower plate form chamfer trapezoidal groove diagonally downward from bottom plate center；The coagulation
Earth mulch plate is the slotted hole concrete slab for the groove top that seamless coverage is formed in the lower plate of bottom plate；It is described to intercept water wall to build
Concrete wall on lower plate straight flange；The loaded filter is divided into microlith loaded filter and rubble loaded filter, which repairs
It builds in upper plate far from bottom plate center one end, microlith fitting is laid on rubble loaded filter far from sewer face；The confining bed is
It builds in loaded filter and intercepts water on wall, which is clay splash guard；The slabstone binds to build in confining bed top surface
Mortar flag stone binds；Infiltration filled layer is that building stones are filled in bottom plate, loaded filter, the hollow region shape to intercept water between wall, confining bed
At.
Preferably, the upper plate of the bottom plate tilts down 10 ° to center position from far from bottom plate center one end.
Preferably, the slot maximum gauge of the concrete cover is less than the building stones filler particles of infiltration filled layer most
Minor diameter.
Preferably, the infiltration filling layer height is not less than 0.3m, and it is higher than level of ground water.
The beneficial effects of the utility model are: the structure effectively can collect the infiltration of central partition and discharge, avoid
Seeping phenomenon is suitable for heavy rain water flow road, and structure is simple, easy for construction.
Detailed description of the invention
Attached drawing described herein is to be used to provide a further understanding of the present invention, and constitutes one of the application
Point, but do not constitute the restriction to the utility model.
Fig. 1 is sewer structural schematic diagram.
Wherein: 1 is bottom plate, and 2 be concrete cover, and 3 be loaded filter, and 4 be the wall that intercepts water, and 5 be confining bed, and 6 bind for slabstone,
7 be infiltration filled layer.
Specific embodiment
In conjunction with attached drawing, the utility model is described in further detail.
As shown, a kind of reinforced sewer structure of rockfilling for road center isolation strip, includes bottom plate, concrete
Cover board, loaded filter, the wall that intercepts water, confining bed, slabstone binds, seep water filled layer；The bottom plate is the coagulation built in sewer bottom
Grave closing plate, the bottom plate are divided into two parts, and a part is the upper plate of subsurface flow upstream side, and the upper plate is from far from bottom plate
Heart one end is tilted down to bottom plate center position, and another part is the lower plate of subsurface flow downstream side, and the lower plate is the bottom of from
Chamfer trapezoidal groove is formed at plate center diagonally downward；The concrete cover is that seamless coverage is formed in the lower plate of bottom plate
Groove top slotted hole concrete slab；The wall that intercepts water is the concrete wall built on lower plate straight flange；The anti-filter
Layer is divided into microlith loaded filter and rubble loaded filter, which builds in upper plate far from bottom plate center one end, microlith patch
Conjunction is laid on rubble loaded filter far from sewer face；The confining bed is to build in loaded filter and intercept water on wall, which is
Clay splash guard；The mortar flag stone that the slabstone binds for build in confining bed top surface binds；Filled layer seep water as building stones filling
It is formed in bottom plate, loaded filter, the hollow region between wall, confining bed that intercepts water.
When it is implemented, the upper plate of the bottom plate tilts down 10 ° to center position from far from bottom plate center one end.
When it is implemented, the slot maximum gauge of the concrete cover is less than the building stones filler particles of infiltration filled layer
Minimum diameter.
When it is implemented, the infiltration filling layer height is not less than 0.3m, and it is higher than level of ground water.
When practice of construction, to make bottom of trench be unlikely to generate mud accumulation, 1 Longitudinal Slope Design of bottom plate should ensure that flow velocity is not more than
1m/s。
Claims (4)
1. a kind of reinforced sewer structure of rockfilling for road center isolation strip, it is characterised in that: include bottom plate, concrete
Cover board, loaded filter, the wall that intercepts water, confining bed, slabstone binds, seep water filled layer；The bottom plate is the coagulation built in sewer bottom
Grave closing plate, the bottom plate are divided into two parts, and a part is the upper plate of subsurface flow upstream side, and the upper plate is from far from bottom plate
Heart one end is tilted down to bottom plate center position, and another part is the lower plate of subsurface flow downstream side, and the lower plate is the bottom of from
Chamfer trapezoidal groove is formed at plate center diagonally downward；The concrete cover is that seamless coverage is formed in the lower plate of bottom plate
Groove top slotted hole concrete slab；The wall that intercepts water is the concrete wall built on lower plate straight flange；The anti-filter
Layer is divided into microlith loaded filter and rubble loaded filter, which builds in upper plate far from bottom plate center one end, microlith patch
Conjunction is laid on rubble loaded filter far from sewer face；The confining bed is to build in loaded filter and intercept water on wall, which is
Clay splash guard；The mortar flag stone that the slabstone binds for build in confining bed top surface binds；Filled layer seep water as building stones filling
It is formed in bottom plate, loaded filter, the hollow region between wall, confining bed that intercepts water.
2. a kind of reinforced sewer structure of rockfilling for road center isolation strip according to claim 1, feature exist
In: the upper plate of the bottom plate tilts down 10 ° to center position from far from bottom plate center one end.
3. a kind of reinforced sewer structure of rockfilling for road center isolation strip according to claim 1, feature exist
In: the slot maximum gauge of the concrete cover is less than the minimum diameter of the building stones filler particles of infiltration filled layer.
4. a kind of reinforced sewer structure of rockfilling for road center isolation strip according to claim 1, feature exist
In: the infiltration filling layer height is not less than 0.3m, and is higher than level of ground water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820726849.0U CN208379368U (en) | 2018-05-14 | 2018-05-14 | A kind of reinforced sewer structure of rockfilling for road center isolation strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820726849.0U CN208379368U (en) | 2018-05-14 | 2018-05-14 | A kind of reinforced sewer structure of rockfilling for road center isolation strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208379368U true CN208379368U (en) | 2019-01-15 |
Family
ID=64971210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820726849.0U Expired - Fee Related CN208379368U (en) | 2018-05-14 | 2018-05-14 | A kind of reinforced sewer structure of rockfilling for road center isolation strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208379368U (en) |
-
2018
- 2018-05-14 CN CN201820726849.0U patent/CN208379368U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105256876A (en) | Siphon type draining system of superhigh excavation section of road | |
| CN104846712B (en) | Hard road construction method by naturally recharging underground water | |
| CN107700299B (en) | Overpass lower-layer ground road structure and construction method thereof | |
| CN205134481U (en) | Highway superelevation excavation highway section hydrocone type drainage system | |
| CN202323612U (en) | Dank floor tile | |
| CN107842038A (en) | A kind of pipe gallery node location road subtracts sink device | |
| CN206359995U (en) | Reinforced concrete cast-in-situ retaining wall | |
| CN210596882U (en) | Pedestrian road | |
| CN208379368U (en) | A kind of reinforced sewer structure of rockfilling for road center isolation strip | |
| CN207469190U (en) | A kind of infitration galleries structure of efficient draining | |
| CN208501425U (en) | A kind of plain type for road center isolation strip rockfills sewer structure | |
| CN206503213U (en) | Scattered collection mating type waterproof and water drainage system for highway median strip | |
| CN208501424U (en) | A kind of sewer structure of rockfilling for road center isolation strip | |
| CN108179677A (en) | Sponge urban water-through pavement | |
| CN209010891U (en) | A kind of multi-functional lobby drainage facility | |
| CN208717941U (en) | A kind of no toe board buttress type road shoulder retaining wall structure | |
| CN209010890U (en) | A kind of triangular concrete gutter structure for highway drainage | |
| CN107386053A (en) | A kind of construction method on pavement | |
| CN209723194U (en) | Drainage system of freeway | |
| CN209114263U (en) | A kind of waterproof anti-settling highway subgrade | |
| CN203834313U (en) | Impound strap for highway pavement | |
| CN202530356U (en) | Side stone for asphalt pavement | |
| CN205839502U (en) | A kind of permeable road structure | |
| CN207701171U (en) | A kind of french drain formula tunnel arch angle drainage system | |
| CN204690908U (en) | There is the rain inlet structure getting rid of subgrade and pavement inner product water function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200706 Address after: 510430, 100, Qinglong Road, Shijing street, Baiyun District, Guangdong, Guangzhou Patentee after: GUANGZHOU RAILWAY POLYTECHNIC (GUANGZHOU RAILWAY MACHINERY SCHOOL) Address before: 510460 Guangzhou Railway Vocational and Technical College, No. 100 Qinglong Middle Road, Shijing Street, Baiyun District, Guangzhou City, Guangdong Province Patentee before: Shen Fulin |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190115 |