CN208501424U - A kind of sewer structure of rockfilling for road center isolation strip - Google Patents
A kind of sewer structure of rockfilling for road center isolation strip Download PDFInfo
- Publication number
- CN208501424U CN208501424U CN201820726847.1U CN201820726847U CN208501424U CN 208501424 U CN208501424 U CN 208501424U CN 201820726847 U CN201820726847 U CN 201820726847U CN 208501424 U CN208501424 U CN 208501424U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- loaded filter
- wall
- water
- sewer
- 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 23
- 230000008595 infiltration Effects 0.000 claims abstract description 15
- 238000001764 infiltration Methods 0.000 claims abstract description 15
- 239000004575 stone Substances 0.000 claims abstract description 13
- 239000004927 clay Substances 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 230000009182 swimming Effects 0.000 claims abstract 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
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000011144 upstream manufacturing Methods 0.000 abstract 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
- 230000008439 repair process Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Sewage (AREA)
Abstract
The utility model provides a kind of sewer structure of rockfilling for road center isolation strip, includes bottom plate, loaded filter, the wall that intercepts water, confining bed, slabstone binds, drainpipe, seep water filled layer；The bottom plate is the concrete enclosing plate built in sewer bottom, which tilts down from two sides to center position；The wall that intercepts water is to build the concrete wall for swimming side under underground water stream on bottom plate；The loaded filter is divided into microlith loaded filter and rubble loaded filter, which builds the subsurface flow upstream side on bottom plate, 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；The drainpipe is the longitudinal direction pipeline configuration with holes of setting in the soleplate in the heart；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 field more particularly to a kind of infiltrations that rockfills for road center isolation strip
Ditch 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 sewer structure of rockfilling of band, the structure effectively can collect the infiltration of central partition and be discharged, and avoid seeping phenomenon, and structure
Simply, easy for construction.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: filling out for road center isolation strip
Stone sewer structure, it is characterised in that: include that bottom plate, loaded filter, the wall that intercepts water, confining bed, slabstone bind, drainpipe, infiltration are filled out
Fill layer；The bottom plate is the concrete enclosing plate built in sewer bottom, which tilts down from two sides to center position；Institute
Stating the wall that intercepts water is to build the concrete wall for swimming side under underground water stream on bottom plate；The loaded filter is divided into microlith loaded filter and thick
Stone loaded filter, the rubble loaded filter build the subsurface flow upstream side on bottom plate, and it is remote that microlith fitting is laid on rubble loaded filter
From on sewer face；The confining bed is to build in loaded filter and intercept water on wall, which is clay splash guard；The slabstone envelope
Mortar flag stone of the top for build in confining bed top surface binds；The drainpipe is the longitudinal perforated tube of setting in the soleplate in the heart
Structure；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.
Preferably, the bottom plate tilts down 10 ° from two sides to center position.
Preferably, the minimum that the drainpipe slot maximum gauge is less than the building stones filler particles of infiltration filled layer is straight
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 can effectively collect the infiltration of central partition and transport to transverse direction
Drainpipe avoids seeping phenomenon, 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 loaded filter, and 3 be the wall that intercepts water, and 4 be confining bed, and 5 bind for slabstone, and 6 be draining
Pipe, 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 sewer structure of rockfilling for road center isolation strip, it is characterised in that: include bottom plate 1,
Loaded filter 2, the wall 3 that intercepts water, confining bed 4, slabstone bind 5, drainpipe 6, infiltration filled layer 7；The bottom plate 1 is to build at sewer bottom
The concrete enclosing plate in portion, the bottom plate 1 are tilted down from two sides to center position；It is described to intercept water wall 2 to build in bottom plate Shangdi
It is lauched the concrete wall for flowing down trip side；The loaded filter 3 divides for microlith loaded filter and rubble loaded filter, which repairs
The subsurface flow upstream side on bottom plate is built, microlith fitting is laid on rubble loaded filter far from sewer face；The confining bed 4 is
It builds in loaded filter 2 and intercepts water on wall 3, which is clay splash guard；The slabstone bind 5 for build confining bed 4 push up
The mortar flag stone in face binds；The drainpipe 6 is to be arranged in 1 supercentral longitudinal direction pipeline configuration with holes of bottom plate；Seep water filled layer 7
Bottom plate 1, loaded filter 2 are filled in for building stones, the hollow region between wall 3, confining bed 4 that intercepts water is formed.
When it is implemented, the bottom plate 1 tilts down 10 ° from two sides to center position.
When it is implemented, the 6 slot maximum gauge of drainpipe is less than the minimum of the building stones filler particles of infiltration filled layer 7
Diameter.
When it is implemented, 7 height of infiltration filled layer 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 sewer structure of rockfilling for road center isolation strip, it is characterised in that: include bottom plate, loaded filter, intercept water
Wall, confining bed, slabstone bind, drainpipe, seep water filled layer；The bottom plate is the concrete enclosing plate built in sewer bottom,
The bottom plate is tilted down from two sides to center position；The wall that intercepts water is to build the coagulation for swimming side under underground water stream on bottom plate
Tu Bi；The loaded filter is divided into microlith loaded filter and rubble loaded filter, which builds on bottom plate on subsurface flow
Side is swum, microlith fitting is laid on rubble loaded filter far from sewer face；The confining bed is to build in loaded filter and the wall that intercepts water
On, which is clay splash guard；The mortar flag stone that the slabstone binds for build in confining bed top surface binds；The draining
Longitudinal direction with holes pipeline configuration of the pipe for setting in the soleplate in the heart；Infiltration filled layer is that building stones are filled in bottom plate, loaded filter, intercept water
Hollow region between wall, confining bed is formed.
2. a kind of sewer structure of rockfilling for road center isolation strip according to claim 1, it is characterised in that: described
Bottom plate tilts down 10 ° from two sides to center position.
3. a kind of sewer structure of rockfilling for road center isolation strip according to claim 1, it is characterised in that: described
Drainpipe slot maximum gauge is less than the minimum diameter of the building stones filler particles of infiltration filled layer.
4. a kind of sewer structure of rockfilling for road center isolation strip according to claim 1, it is characterised in that: described
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 |
|---|---|---|---|
| CN201820726847.1U CN208501424U (en) | 2018-05-14 | 2018-05-14 | A kind of sewer structure of rockfilling for road center isolation strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820726847.1U CN208501424U (en) | 2018-05-14 | 2018-05-14 | A kind of sewer structure of rockfilling for road center isolation strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208501424U true CN208501424U (en) | 2019-02-15 |
Family
ID=65299667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820726847.1U Expired - Fee Related CN208501424U (en) | 2018-05-14 | 2018-05-14 | A kind of sewer structure of rockfilling for road center isolation strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208501424U (en) |
-
2018
- 2018-05-14 CN CN201820726847.1U patent/CN208501424U/en not_active Expired - Fee Related
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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: 20190215 |