CN210127371U - Sidewalk based on drainage ditch - Google Patents
Sidewalk based on drainage ditch Download PDFInfo
- Publication number
- CN210127371U CN210127371U CN201920308406.4U CN201920308406U CN210127371U CN 210127371 U CN210127371 U CN 210127371U CN 201920308406 U CN201920308406 U CN 201920308406U CN 210127371 U CN210127371 U CN 210127371U
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- China
- Prior art keywords
- sidewalk
- cover plate
- side wall
- drainage ditch
- inspection
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- 238000007689 inspection Methods 0.000 claims abstract description 52
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 9
- 229910001018 Cast iron Inorganic materials 0.000 claims description 5
- 238000010276 construction Methods 0.000 claims description 5
- 230000007423 decrease Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model discloses a sidewalk based on a drainage ditch, which comprises a sidewalk, an operation field and a roadway; the sidewalk is positioned between the operation field and the roadway, and the surface of the sidewalk is higher than the surfaces of the operation field and the roadway; the lower part of the sidewalk is provided with a drainage ditch; the escape canal includes: the inspection well comprises a bottom plate, a cover plate, a first side wall and a second side wall, wherein the bottom plate, the cover plate, the first side wall and the second side wall form a drainage ditch with a square cross section, and the bottom plate is provided with the inspection well; the cover plate includes: the inspection well comprises a disassembly-free template positioned at the bottom, reinforced concrete positioned on the disassembly-free template and an inspection port cover plate, wherein the inspection port cover plate is arranged corresponding to the inspection well; the first side wall outer wall and the second side wall outer wall are provided with a plurality of water falling holes and water falling hole grids corresponding to the plurality of water falling holes. Use the embodiment of the utility model provides a, through the organic combination with escape canal and pavement, performance drainage and pedestrian's safety function to effectively practice thrift land resource.
Description
Technical Field
The utility model relates to a road improves technical field, especially relates to a pavement based on escape canal.
Background
The existing enterprise trunk usually locates the drainage ditch on two sides of the road at the same elevation with the road, the trunk is usually a heavy truck, if the drainage ditch on two sides of the road is located at the same elevation with the road, the probability that the drainage ditch cover plate is rolled by heavy-duty wheels is very large, the design load of the cover plate is too large, the structure is heavy, the drainage ditch cover plate is not economical, the drainage ditch cover plate is not convenient to clean and maintain, and meanwhile, accidents are easily caused, and unsafe factors are brought. Nowadays, the social land resources are more and more tense, and how to save the land resources becomes a consensus of the whole society.
Therefore, the top surface of the cover plate of the drainage ditch is lifted, so that the height difference formed by the top surface of the drainage ditch and the road surface is just used as the safe height of a sidewalk, and the top surface of the drainage ditch is used as the sidewalk.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pavement based on escape canal aims at through the organic combination of two side escape canals of road and pavement, performance drainage and pedestrian's safety function to effectively practice thrift land resources.
In order to achieve the above object, the utility model provides a pavement based on escape canal, include:
the device at least comprises a sidewalk, an operation site and a roadway; the sidewalk is positioned between the operation field and the roadway, and the surface of the sidewalk is higher than the road surface of the operation field and the roadway;
the lower part of the sidewalk is provided with a drainage ditch; the escape canal includes: the drainage ditch comprises a bottom plate, a cover plate, a first side wall and a second side wall, wherein the bottom plate, the cover plate, the first side wall and the second side wall form a drainage ditch with a square cross section, and the top plane of the cover plate is the pavement of the sidewalk;
an inspection well is arranged on the bottom plate;
the cover plate includes: the inspection well comprises a disassembly-free template positioned at the bottom, reinforced concrete positioned on the disassembly-free template and an inspection port cover plate, wherein the inspection port cover plate is fixed through the reinforced concrete and is arranged corresponding to the inspection well;
the first side wall outer wall and the second side wall outer wall are provided with a plurality of water falling holes at intervals, and water falling hole grids corresponding to the plurality of water falling holes.
In one implementation, the width of the sidewalk is 1-1.5m, and the height difference between the sidewalk and the road surface of the operation site and the roadway is 15-25 cm.
In one implementation, the upper surface of the inspection well is lower than the upper surface of the base plate, and the lower surface of the inspection well is lower than the lower surface of the base plate.
In one implementation, the downpipe grid is of cast iron construction.
In one implementation mode, the number of the inspection opening cover plates is multiple, and the distance between two adjacent inspection opening cover plates is 28-32 meters.
In one implementation, the plurality of water falling holes are spaced at intervals of 8-12 meters.
In one implementation, the heights of the corresponding planes of one end of the bottom plate and the other end of the bottom plate are sequentially reduced.
In one implementation, the inspection port cover plate is of a cast iron structure.
Use the embodiment of the utility model provides a pair of pavement based on escape canal, this kind of pavement structural style of building on the escape canal has not only taken into account the function of drainage and pavement, has also solved the nervous problem of land used well, with pavement and motor vehicle way effective separation, stops the potential safety hazard.
Drawings
Fig. 1 is a schematic structural diagram of a first structure provided by an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a second structure provided by the embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a third embodiment of the present invention.
Fig. 4 is a schematic diagram of a fourth structure provided in the embodiment of the present invention.
Fig. 5 is a schematic structural diagram of a fifth structure provided in the embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
Referring to fig. 1-5, it should be noted that the drawings provided in the present embodiment are only schematic illustrations of the basic concept of the present invention, and only the components related to the present invention are shown in the drawings rather than being drawn according to the number, shape and size of the components in actual implementation, and the form, number and ratio of the components in actual implementation may be changed at will, and the layout of the components may be more complicated.
As shown in fig. 1-5, the embodiment of the utility model provides a pavement based on escape canal, include as follows:
comprising at least a sidewalk 14, a work site 15 and a roadway 16; the sidewalk 14 is positioned between the work site 15 and the roadway 16, and the surface of the sidewalk 14 is higher than the road surface of the work site 15 and the roadway 16;
the lower part of the sidewalk 14 is provided with a drainage ditch 1; the drainage ditch 1 includes: the drainage ditch with the square cross section is composed of a bottom plate 7, a cover plate 8, a first side wall 9 and a second side wall 10, the bottom plate 7, the cover plate 8, the first side wall 9 and the second side wall 10 form the drainage ditch with the square cross section, and the top plane of the cover plate 8 is the pavement of the sidewalk 14.
It should be noted that if the sidewalk 14, the operation site 15 and the roadway 16 are at the same elevation, when a heavy truck passes through, the cover plate 8 on the drainage ditch 1 is rolled by heavy-duty wheels at a high probability, and the cover plate 8 is excessively loaded, so that the structure is heavy, uneconomical and inconvenient for cleaning and maintenance of the drainage ditch 1. Therefore, the surface of the sidewalk 14 is required to be higher than the surface of the operation site 15 and the roadway 16, and the top plane of the cover plate 8 is the pavement of the sidewalk 14; and meanwhile, the formed height difference is just used as the safety height of the sidewalk, and the top surface of the drainage ditch 1 is used as the sidewalk. The utility model discloses a structure has both utilized the escape canal, has practiced thrift in the finite space, when can effectively utilizing ground environment, sets up the road that is a little higher than other road surfaces and can improve the security as the pavement again, for example in the environment such as mill's garden, has very strong practicality.
An inspection well 6 is arranged on the bottom plate 7; the cover plate 8 includes: the inspection well comprises a disassembly-free template 2 positioned at the bottom, reinforced concrete positioned on the disassembly-free template 2 and an inspection port cover plate 5, wherein the inspection port cover plate 5 is fixed through the reinforced concrete, and the inspection port cover plate 5 is arranged corresponding to the inspection well 6.
It can be understood that, because the width of the drainage ditch 1 is not large, in order to ensure that the sidewalk, i.e. the sidewalk 14, is smooth and comfortable, the cover plate 8 on the top surface of the drainage ditch 1 needs to adopt an integral cast-in-place structure; therefore, the detachment-free template 2 is arranged at the bottom of the cover plate 8, the reinforced concrete and the inspection opening cover plate 5 are arranged on the detachment-free template 2, the inspection opening cover plate 5 is fixed through the reinforced concrete, and it is required to be noted that the inspection opening cover plate 5 is arranged corresponding to the inspection well 6, and the inspection well 6 is positioned on the bottom plate 7. The construction and the later maintenance and cleaning are convenient.
As shown in fig. 3 to 4, a plurality of water falling holes 3 are formed in the outer wall of the first side wall 9 and the outer wall of the second side wall 10 at intervals, and a water falling hole grid 4 is arranged corresponding to the plurality of water falling holes 3.
It should be noted that, in order to collect rainwater on the road in time, a plurality of inclined water falling holes 3 are arranged on the first side wall 9 and the second side wall 10 of the drainage ditch 1 at an interval of about 10 meters; for later stage clearance maintenance escape canal 1, set up inspection opening apron 5 at the interval of about 30 meters, inspection opening apron 5 sets up inspection shaft 6 down, inspection opening apron 5 with inspection shaft 6 corresponds the setting.
In one implementation, the width of the sidewalk 14 is 1-1.5m, and the height difference between the sidewalk 14 and the road surface of the operation site 15 and the roadway 16 is 15-25 cm. In a specific practical application, appropriate data should be selected according to specific situations.
Preferably, the upper surface of the inspection well 6 is lower than the upper surface of the base plate 7, and the lower surface of the inspection well 6 is lower than the lower surface of the base plate 7. It should be noted that the inspection well 6 is arranged on the bottom plate 7, so that sludge and garbage in the drainage ditch can be collected conveniently, the plane of the inspection well is arranged to be slightly lower, and construction and later-stage cleaning and maintenance are facilitated.
In one implementation mode, the drain hole 3 is provided with a drain hole grid, so that sundries such as garbage and leaves with large volume can be prevented from flowing into the ditch through the drain hole grid, water flow smoothness can be guaranteed, and a rustproof cast iron structure is usually selected.
Preferably, the number of the inspection opening cover plates 5 is multiple, and the distance between two adjacent inspection opening cover plates 5 is 28-32 meters. In a specific implementation, the number of the inspection opening cover plates 5 can be 6, 8, 10, etc., and the distance between two adjacent inspection opening cover plates 5 is 28-32 meters.
In one implementation, the distance between the plurality of water falling holes 3 is 8-12 meters.
Preferably, the heights of the corresponding planes of one end of the bottom plate 7 and the other end of the bottom plate 7 are sequentially reduced. It should be noted that, the design that one end of the bottom plate 7 is toward the other end of the bottom plate 7, and the corresponding plane height sequentially reduces the slope ensures the smooth flow of water.
To the utility model discloses a concrete application, as shown in fig. 5, for platform plastic enterprise's pier loading and unloading operation district at the quiet steel factory in the vietnam river, require that two sides of harbor district's trunk road arrange the pavement with the policeman safety of policeman on duty, the road two sides arrange the escape canal simultaneously in order to collect the rainwater and the drainage of road and storage yard. Raise the escape canal top surface, avoid heavily carrying on the car wheel pressure and use on the escape canal. Meanwhile, the height difference formed between the drainage ditch top and the road surface is just used as the safety height of the sidewalk, the drainage ditch top surface is used as the sidewalk, one side of the sidewalk is a yard, and the other side of the sidewalk is a roadway. In order to ensure the smoothness and comfort of the sidewalk, the cover plate on the top surface of the drainage ditch is integrally cast in place; in order to collect rainwater on roads and storage yards, inclined water falling holes are formed in the side walls of two sides of the drainage ditch at intervals of about 10 meters; in order to clean and maintain the drainage ditch at the later stage, inspection ports are arranged at intervals of about 30 meters, and inspection wells are arranged below the inspection ports.
It can be understood that the sidewalk structure built above the drainage ditch not only gives consideration to the functions of drainage and sidewalk, but also well solves the problem of shortage of land for harbor areas.
The traffic volume of the port road is mainly port operation machinery, the quantity of pedestrians is small, the required width of a sidewalk is small, and after the small sidewalk is arranged, the passing port staff and the motor vehicles can be effectively separated, so that potential safety hazards are avoided. The width of the drainage ditch structures at two sides of the harbor district road just meets the requirements of pavement arrangement basically. Therefore, the utility model provides a novel harbor district road cross section arranges the form, builds the pavement of harbor district road on the escape canal, compromises drainage and pavement function, effectively practices thrift land resource.
The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (8)
1. A gutter-based sidewalk, comprising: at least comprising a sidewalk (14), a work site (15) and a roadway (16); the sidewalk (14) is positioned between the operation site (15) and the roadway (16), and the surface of the sidewalk (14) is higher than the road surface of the operation site (15) and the roadway (16);
the lower part of the sidewalk (14) is provided with a drainage ditch (1); the drainage ditch (1) comprises: the drainage ditch comprises a bottom plate (7), a cover plate (8), a first side wall (9) and a second side wall (10), wherein the bottom plate (7), the cover plate (8), the first side wall (9) and the second side wall (10) form a drainage ditch with a square cross section, and the top plane of the cover plate (8) is the pavement of the sidewalk (14);
an inspection well (6) is arranged on the bottom plate (7);
the cover plate (8) comprises: the inspection well comprises a disassembly-free template (2) positioned at the bottom, reinforced concrete positioned on the disassembly-free template (2), and an inspection port cover plate (5), wherein the inspection port cover plate (5) is fixed through the reinforced concrete, and the inspection port cover plate (5) is arranged corresponding to the inspection well (6);
the outer wall of the first side wall (9) and the outer wall of the second side wall (10) are provided with a plurality of water falling holes (3) at intervals, and water falling hole grids (4) corresponding to the plurality of water falling holes (3).
2. A gutter-based walkway according to claim 1, wherein the walkway (14) has a width of 1-1.5m and the difference in road height of the walkway (14) from the work site (15) and roadway (16) is 15-25 cm.
3. A gutter-based walkway according to claim 1 or 2, wherein the upper surface of the manhole (6) is lower than the upper surface of the base plate (7) and the lower surface of the manhole (6) is lower than the lower surface of the base plate (7).
4. A gutter-based walkway according to claim 3, wherein the downpipe grid (4) is of cast iron construction.
5. A gutter-based walkway according to any of claims 1-2 and 4, wherein the number of inspection opening cover plates (5) is plural and the distance between two adjacent inspection opening cover plates (5) is 28-32 meters.
6. A gutter-based walkway according to claim 5, wherein the plurality of drop holes (3) are spaced 8-12 meters apart.
7. A gutter-based walkway according to any of claims 1-2, 4 and 6, wherein the floor (7) has one end that decreases in height in a plane towards the other end of the floor (7).
8. A gutter-based walkway according to claim 7, wherein the inspection opening cover plate (5) is of cast iron construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920308406.4U CN210127371U (en) | 2019-03-12 | 2019-03-12 | Sidewalk based on drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920308406.4U CN210127371U (en) | 2019-03-12 | 2019-03-12 | Sidewalk based on drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210127371U true CN210127371U (en) | 2020-03-06 |
Family
ID=69660166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920308406.4U Expired - Fee Related CN210127371U (en) | 2019-03-12 | 2019-03-12 | Sidewalk based on drainage ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210127371U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972466A (en) * | 2019-03-12 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of pavement based on gutter, construction method |
-
2019
- 2019-03-12 CN CN201920308406.4U patent/CN210127371U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972466A (en) * | 2019-03-12 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of pavement based on gutter, construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200306 |