CN111945513A

CN111945513A - Municipal road and construction method thereof

Info

Publication number: CN111945513A
Application number: CN202010808202.4A
Authority: CN
Inventors: 袁洋; 唐礼兵
Original assignee: Pengcheng Construction Group Co ltd
Current assignee: Pengcheng Construction Group Co ltd
Priority date: 2020-08-12
Filing date: 2020-08-12
Publication date: 2020-11-17
Anticipated expiration: 2040-08-12
Also published as: CN111945513B

Abstract

The utility model relates to a town road and construction method thereof belongs to road construction field, and it includes the road body, the road body includes from last permeable bed, water-passing base layer, waterproof layer and the road bed that sets gradually extremely down, the height that highly is higher than the both sides of road body at road body center, the length direction of road body is all followed to the both sides of road body is provided with the rainwater channel, one side that the road body was kept away from to the rainwater channel is provided with vegetation planting area, all be provided with the border stone around the vegetation area, be provided with the manger plate subassembly that is used for blockking the rainwater outflow on the border stone. The method has the effect of bringing the soil in the vegetation planting area into the rainwater channel conveniently.

Description

Municipal road and construction method thereof

Technical Field

The application relates to the field of road construction, in particular to a municipal road and a construction method thereof.

Background

With the acceleration of the urbanization process, the level of each city is also improved, roads are more and more modernized, the urban roads are generally wider than the highways, and in order to adapt to complex transportation tools, motor lanes, bus priority lanes, non-motor lanes and the like are divided. The two sides of the road are provided with sidewalks and house buildings which are higher than the road surface, and public pipelines are buried under the sidewalks. The greening belt and the sculpture artwork are arranged for beautifying the city. In order to protect the urban environment sanitation, less dust emission and less noise are needed. The highway is provided with road shoulders outside the roadways, and the roadways are planted on two sides of the roadways and are drained by side ditches. The drainage function of the road is more and more emphasized by people, and the drainage of the road reflects the level of the planning and design of the whole municipal road, so that the smoothness of the drainage of the urban road is more and more important.

In view of the above-mentioned related technologies, the inventor believes that there is a defect that soil in a vegetation planting area is easily brought into a rainwater channel by rainwater, resulting in blockage of the rainwater channel.

Disclosure of Invention

In order to reduce the possibility that soil in a vegetation planting area is brought into a rainwater channel, the application provides a municipal road.

In a first aspect, the application provides a town road, which adopts the following technical scheme:

the utility model provides a town road, includes the road body, the road body includes from last to the permeable bed that sets gradually down, crosses water basic unit, waterproof layer and road bed, the height that highly is higher than the both sides of road body at road body center, the length direction of road body is all followed to the both sides of road body is provided with the rainwater channel, one side that the road body was kept away from to the rainwater channel is provided with vegetation planting area, all be provided with the border stone around vegetation planting area, be provided with the manger plate subassembly that is used for blockking the rainwater outflow on the border stone.

Through adopting above-mentioned technical scheme, through set up the manger plate subassembly on the edge stone in vegetation planting district, play the effect of blockking to the rainwater in the vegetation planting district, thereby make the rainwater can not follow the vegetation planting district before the height that reachs the manger plate subassembly and flow out, and highly reachs the back of manger plate subassembly when the rainwater, unnecessary rainwater can flow out from the top of manger plate subassembly, because the rainwater that flows out does not take place the contact with the earth in the vegetation planting district, therefore at the in-process of flowing away difficult earth of carrying, thereby the earth that has reduced vegetation planting district is brought into the possibility of rainwater channel.

Preferably, the water retaining assembly comprises waterproof cloth, a mounting seat is arranged at one end of the waterproof cloth, the mounting seat is fixedly arranged at the top of the vertical kerb, and floating foam is arranged at one end, far away from the mounting seat, of the waterproof cloth.

Through adopting above-mentioned technical scheme, install the mount pad on founding the kerb, when the height of the rainwater in the vegetation planting district exceeds founding the kerb, the foam that floats drives the tarpaulin rebound under buoyancy to play certain effect of blockking to the rainwater, thereby planting the rainwater in the district with the vegetation and external isolated, make the rainwater be difficult for flowing out, and then avoided the rainwater to a certain extent to carry the earth in the vegetation planting district to flow out and cause the rainwater ditch to block up in the rainwater channel.

Preferably, the both sides that just are located the foam of floating on the vertical kerbstone all vertically are provided with spacing support, the foam of floating slides along the direction of height of spacing support and sets up between the spacing support of both sides.

Through adopting above-mentioned technical scheme, set up spacing support through the both sides at the foam that floats, play limiting displacement to the foam that floats, make the foam that floats only can rise or descend along the direction of height of spacing support, and can not take place the skew to improve the effect of blockking to the rainwater, make overall structure's stability improve.

Preferably, the mount pad includes the footstock, the both sides of footstock all are provided with the welt, one of them the welt laminates mutually with the one side of founding the kerb towards vegetation planting district, another be provided with on the welt and be used for supporting the tight subassembly of supporting of founding the kerb.

Through adopting above-mentioned technical scheme, install the footstock on the top surface of founding the kerb to one of them welt that makes the footstock and founding the kerb looks butt, then adjust the position that supports tight subassembly and make and support tight subassembly and support the opposite side at founding the kerb, realize the fixed to the mount pad position, thereby improved overall structure's stability to a certain extent.

Preferably, the abutting assembly comprises an abutting screw rod, a threaded hole is formed in the lining plate, the abutting screw rod is inserted into the threaded hole, an abutting piece is arranged at one end, close to the vertical curb, of the abutting screw rod, and a rotating handle is arranged at one end, far away from the abutting piece, of the abutting screw rod.

Through adopting above-mentioned technical scheme, install the assigned position with the footstock, make one of them welt support tightly behind one of them lateral wall of founding the kerb, the staff rotates the handle through handheld rotation to supporting tight screw rod, makes to support tight piece and support tightly on another lateral wall of founding the kerb to with mount pad stable installation on founding the kerb, take away from founding the kerb and lead to the rainwater to take place the seepage in order to avoid the foam of floating.

Preferably, the top that just is located the foam that floats on the spacing support is provided with the breakwater along the length direction in vegetation planting district, the interval is provided with multiunit drainage component on the breakwater, the one side that just is located drainage component and keeps away from vegetation planting district on the breakwater is provided with the guiding gutter, the one end that drainage component was kept away from to the guiding gutter is provided with the honeycomb duct, the one end orientation rainwater channel that the guiding gutter was kept away from to the honeycomb duct.

Through adopting above-mentioned technical scheme, through setting up the limiting plate on spacing support, when the liquid level of the rainwater in the vegetation planting district surpassed the maximum height that the foam can reach that floats, the limiting plate blockked the rainwater, and the rainwater only can flow to the guiding gutter after filtering through the drainage subassembly to avoided the rainwater to a certain extent to exceed the outside that directly flows to the vegetation planting district behind the foam that floats at the liquid level, the rubbish that will float on the surface of water is taken out to the rainwater channel and is caused the rainwater channel and take place to block up.

Preferably, the water filtering component comprises two filter plates, and a spongy cushion is arranged between the two filter plates.

Through adopting above-mentioned technical scheme, the rainwater in the vegetation planting district is when the filter, and the filter filters large granule impurity, when passing through the foam-rubber cushion, filters once more to reduce the impurity that contains in the rainwater in the vegetation planting district, further avoided the impurity in the rainwater in the vegetation planting district to cause the rainwater ditch to take place to block up.

Preferably, a limiting plate is fixedly arranged on the limiting support and located between the water retaining component and the water filtering component, limiting pieces are arranged on two sides of the limiting plate, and the limiting pieces are located on one surface, facing the water retaining component, of the limiting plate.

Through adopting above-mentioned technical scheme, through set up limiting plate and spacing piece on spacing support, play limiting displacement to the foam that floats, after the foam that floats reachd the height of limiting plate, unable continuation rebound to avoided vegetation to plant the interior rainwater accumulation of district too much to a certain extent.

In a second aspect, the present application provides a method for constructing a town road, including the steps of, S1: according to design requirements, excavating a foundation pit at the position where the road body is built, and paving rainwater channels on two sides of the foundation pit;

s2: backfilling soil in the foundation pit to form a roadbed, and backfilling soil on one side of the rainwater channel far away from the foundation pit to form a vegetation planting area;

s3: paving a waterproof layer, a water passing base layer and a permeable layer on the roadbed in sequence;

s4: planting plants in the vegetation planting area, and paving vertical kerbs around the vegetation planting area;

s5: and a water retaining assembly is arranged on the vertical kerb.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the water retaining component is arranged on the vertical kerb of the vegetation planting area, so that rainwater in the vegetation planting area is blocked, the rainwater cannot flow out of the vegetation planting area before reaching the height of the water retaining component, when the height of the rainwater reaches the height of the water retaining component, redundant rainwater can flow out of the top of the water retaining component, and the outflow rainwater is not in contact with soil in the vegetation planting area, so that the soil is not easily carried in the outflow process, and the possibility that the soil in the vegetation planting area is brought into a rainwater channel is reduced;

2. the limiting supports are arranged on the two sides of the floating foam, so that the floating foam is limited, the floating foam can only ascend or descend along the height direction of the limiting supports, and the floating foam cannot deviate, and therefore the rainwater blocking effect is improved;

3. this application is through setting up the limiting plate on spacing support, and when the liquid level of the rainwater in the vegetation planting district exceeded the maximum height that the foam can reach that floats, the limiting plate blockked the rainwater, and the rainwater only can flow to the guiding gutter after filtering through drainage component to avoided the rainwater to a certain extent to exceed the outside that directly flows to vegetation planting district behind the foam of floating at the liquid level.

Drawings

Fig. 1 is a schematic structural diagram of the present application.

Fig. 2 is a schematic structural view of a vegetation planting area, a water retaining assembly and a limiting bracket.

FIG. 3 is a schematic structural diagram of the water blocking assembly and the limiting bracket on the installation of the vertical kerb.

Fig. 4 is a schematic view of the construction of a water filter assembly of the present application.

Description of reference numerals: 1. a road body; 11. a water permeable layer; 12. a water passing base layer; 13. a waterproof layer; 14. a roadbed; 2. a rain channel; 3. a vegetation planting area; 31. erecting a kerb stone; 4. a water retaining assembly; 41. waterproof cloth; 42. a mounting seat; 421. a top seat; 422. a liner plate; 423. a propping component; 4231. tightly abutting against the screw rod; 4232. a propping sheet; 4233. rotating the handle; 43. floating foam; 5. a limiting bracket; 51. a water baffle; 52. a water filtration assembly; 521. a filter plate; 522. a sponge cushion; 53. a diversion trench; 54. a flow guide pipe; 55. a limiting plate; 551. a limiting sheet.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

The embodiment of the application discloses town road. Referring to fig. 1, including road body 1, road body 1 is by road bed 14, waterproof layer 13, it forms to lay in proper order to cross basic unit 12 and permeable bed 11, the height that highly is higher than road body 1's both sides at road body 1 center, road body 1's both sides all are provided with rainwater channel 2 along road body 1's length direction, the rainwater is after reacing road body 1, the rainwater channel 2 of inflow both sides, then discharge from the drain pipe in rainwater channel 2, one side that road body 1 was kept away from to rainwater channel 2 is provided with vegetation planting area 3, all be provided with edge stone 31 around vegetation planting area 3, plant area 3 with the vegetation and externally isolated.

Referring to fig. 2 and 3, a water retaining component 4 for blocking rainwater from flowing out is arranged on the vertical kerb 31, the water retaining component 4 comprises a mounting seat 42, the mounting seat 42 comprises a top seat 421 and lining plates 422 welded on two sides of the top seat 421, one lining plate 422 is attached to one surface of the vertical kerb 31 facing the vegetation planting area 3, the other lining plate 422 is provided with a resisting component 423 for resisting the vertical kerb 31 tightly, the resisting component 423 comprises a resisting screw rod 4231, the lining plate 422 is provided with a threaded hole, the resisting screw rod 4231 is inserted into the threaded hole, one end of the resisting screw rod 4231 close to the vertical kerb 31 is welded with a resisting sheet 4232, and one end of the resisting screw rod 4231 far away from the resisting sheet 4232 is welded with a rotating handle 4233; the top fixedly connected with tarpaulin 41 of mount pad 42, the one end fixedly connected with that mount pad 42 was kept away from to tarpaulin 41 floats foam 43, highly surpass when the kerb 31 is found to rising of rainwater in the vegetation planting district 3, float foam 43 and drive tarpaulin 41 rebound under the buoyancy effect, thereby play certain effect of blockking to the rainwater, make rainwater and external isolated in the vegetation planting district 3, make the rainwater difficult for flowing out, and then avoided the rainwater to carry the earth in the vegetation planting district 3 to flow out to rainwater channel 2 and cause rainwater channel 2 to block up in flowing out to rainwater channel 2 to a certain extent.

Install the footstock 421 on the top surface of standing kerb 31 to make one of them welt 422 of footstock 421 and the lateral wall looks butt of one of them side of standing kerb 31, then the staff rotates to propping tight screw 4231 through handheld rotation handle 4233, when rotating to propping tight piece 4232 and propping tightly on another lateral wall of standing kerb 31, accomplish the fixed to mount pad 42 position promptly, install mount pad 42 stable on standing kerb 31, with the stability that improves overall structure, take away from standing kerb 31 with mount pad 42 under buoyancy with foam 43 in order to avoid floating and lead to the rainwater seepage to take place.

Referring to fig. 2 and 3, the two sides of the vertical edge stone 31 are provided with the limiting supports 5 for limiting the positions of the floating foams 43, and the floating foams 43 slide along the height direction of the limiting supports 5 when being lifted by the floating force without shifting, so that the blocking effect on rainwater is improved, and the stability of the whole structure is improved. Spacing support 5 is last and be located the top welding of floating foam 43 and have limiting plate 55, and limiting plate 55 all is provided with spacing piece 551 towards the both sides of 4 one sides of manger plate subassembly, plays limiting displacement to floating foam 43, and after floating foam 43 reachd the height of limiting plate 55, unable continuation rebound to avoided in vegetation planting district 3 rainwater accumulation too much and lead to the root system necrosis of plant to a certain extent.

Referring to fig. 3 and 4, the water baffle 51 is arranged on the limiting support 5 and above the floating foam 43 along the length direction of the vegetation planting area 3, a plurality of groups of water filtering components 52 are arranged on the water baffle 51 at intervals, each water filtering component 52 comprises two filter plates 521 and a sponge mat 522 clamped between the two filter plates 521, rainwater in the vegetation planting area 3 passes through the filter plates 521, the filter plates 521 filter large-particle impurities, and when passing through the sponge mats 522, the filtering is performed again, so that impurities in rainwater in the vegetation planting area 3 are reduced, and the rainwater channel 2 is further prevented from being blocked due to the impurities in the rainwater in the vegetation planting area 3.

Referring to fig. 2, one side of the manger plate 51, which is located at the position where the water filtering component 52 is far away from the vegetation planting area 3, is provided with a diversion trench 53, one end of the diversion trench 53, which is located at the position where the water filtering component 52 is far away from the diversion trench 54, faces the rainwater channel 2, when the liquid level of rainwater in the vegetation planting area 3 exceeds the maximum height that the floating foam 43 can reach, the limiting plate 55 blocks the rainwater, the rainwater can only flow out to the diversion trench 53 after being filtered by the water filtering component 52, and then is discharged into the rainwater channel 2 through the diversion trench 54, thereby avoiding the external part of the vegetation planting area 3 from directly flowing out after the liquid level exceeds the floating foam 43 to a certain extent, and bringing out the garbage floating on the water surface to the rainwater channel 2 to cause the rainwater channel 2 to be blocked.

The implementation principle of a town road in the embodiment of the application is as follows: through set up manger plate subassembly 4 on the vertical kerb 31 in vegetation planting district 3, play the effect of blockking to the rainwater in the vegetation planting district 3, thereby make the rainwater can not flow in vegetation planting district 3 before the height that reachs manger plate subassembly 4, and highly reachs the back of the height of manger plate subassembly 4 when the rainwater, unnecessary rainwater can flow from the top of manger plate subassembly 4, because the rainwater that flows out does not take place the contact with the earth in vegetation planting district 3, therefore at the in-process of flowing difficult earth of carrying, thereby the earth that has reduced vegetation planting district 3 is brought into the possibility of rainwater channel 2.

The embodiment of the application also discloses a construction method of the municipal road, which comprises the following steps of S1: according to design requirements, a foundation pit is excavated at the position where the road body 1 is built, and rainwater channels 2 are laid on two sides of the foundation pit;

s2: backfilling soil in the foundation pit to form a roadbed 14, and backfilling soil on one side of the rainwater channel far away from the foundation pit to form a vegetation planting area 3;

s3: a waterproof layer 13, a water passing base layer 12 and a permeable layer 11 are sequentially laid on the roadbed 14;

s4: plants are planted in the vegetation planting area 3, and kerbs 31 are paved around the vegetation planting area 3;

s5: the water guard assembly 4 is mounted on the vertical kerb 31.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a town road, includes road body (1), road body (1) includes from last to the permeable bed (11) that sets gradually down, crosses water basic unit (12), waterproof layer (13) and road bed (14), its characterized in that: the height that highly is higher than the both sides of road body (1) at road body (1) center, the length direction that road body (1) was all followed to the both sides of road body (1) is provided with rainwater channel (2), one side that road body (1) was kept away from in rainwater channel (2) is provided with vegetation planting area (3), all be provided with border stone (31) around vegetation planting area (3), be provided with on border stone (31) and be used for blockking water retaining component (4) that the rainwater flowed out.

2. A town road according to claim 1, wherein: the water retaining assembly (4) comprises waterproof cloth (41), a mounting seat (42) is arranged at one end of the waterproof cloth (41), the mounting seat (42) is fixedly arranged at the top of the vertical kerb (31), and floating foam (43) is arranged at one end, far away from the mounting seat (42), of the waterproof cloth (41).

3. A town road according to claim 2, wherein: the utility model discloses a floating foam structure, including founding curb, both sides that just are located floating foam (43) on the curb (31) are all vertical to be provided with spacing support (5), floating foam (43) slide along the direction of height of spacing support (5) and set up between spacing support (5) of both sides.

4. A town road according to claim 2, wherein: mount pad (42) are including footstock (421), the both sides of footstock (421) all are provided with welt (422), one of them welt (422) and found rimstone (31) and laminate mutually towards the one side in vegetation planting district (3), another be provided with on welt (422) and be used for supporting tight subassembly (423) that supports of tightly founding rimstone (31).

5. A town road according to claim 4, wherein: the abutting component (423) comprises an abutting screw rod (4231), a threaded hole is formed in the lining plate (422), the abutting screw rod (4231) is inserted into the threaded hole, an abutting sheet (4232) is arranged at one end, close to the vertical curb stone (31), of the abutting screw rod (4231), and a rotating handle (4233) is arranged at one end, far away from the abutting sheet (4232), of the abutting screw rod (4231).

6. A town road according to claim 3, wherein: spacing support (5) are gone up and the length direction that is located the top of floating foam (43) and follows vegetation planting district (3) is provided with breakwater (51), the interval is provided with multiunit drainage subassembly (52) on breakwater (51), one side that just is located drainage subassembly (52) and keeps away from vegetation planting district (3) on breakwater (51) is provided with guiding gutter (53), the one end that drainage subassembly (52) were kept away from in guiding gutter (53) is provided with honeycomb duct (54), the one end orientation rainwater channel (2) of guiding gutter (53) are kept away from in honeycomb duct (54).

7. A town road according to claim 6, wherein: the water filtering component (52) comprises two filtering plates (521), and a sponge cushion (522) is arranged between the two filtering plates (521).

8. A town road according to claim 6, wherein: the water filter is characterized in that a limiting plate (55) is fixedly arranged on the limiting support (5), the limiting plate (55) is located between the water blocking component (4) and the water filtering component (52), limiting pieces (551) are arranged on two sides of the limiting plate (55), and the limiting pieces (551) are located on one surface, facing the water blocking component (4), of the limiting plate (55).

9. A method of constructing a municipal road according to any one of claims 1 to 8, comprising the steps of:

s1: according to design requirements, a foundation pit is excavated at the position where the road body (1) is built, and rainwater channels (2) are laid on two sides of the foundation pit;

s2: backfilling soil in the foundation pit to form a roadbed (14), and backfilling soil on one side of the rainwater channel far away from the foundation pit to form a vegetation planting area (3);

s3: a waterproof layer (13), a water passing base layer (12) and a permeable layer (11) are sequentially paved on the roadbed (14);

s4: plants are planted in the vegetation planting area (3), and the periphery of the vegetation planting area (3) is paved with vertical kerbs (31);

s5: the water retaining component (4) is arranged on the vertical kerb (31).