CN215668784U - Design structure of urban road pavement linear water collection technology - Google Patents

Design structure of urban road pavement linear water collection technology Download PDF

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CN215668784U
CN215668784U CN202121611566.XU CN202121611566U CN215668784U CN 215668784 U CN215668784 U CN 215668784U CN 202121611566 U CN202121611566 U CN 202121611566U CN 215668784 U CN215668784 U CN 215668784U
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side ditch
linear
ditch
road
linear drainage
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姜晗
徐�明
贾媛
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Xi'an Water Group Planning And Design Research Institute Co ltd
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Abstract

The utility model discloses a design structure of a linear water collecting technology for urban road pavements, which comprises a linear drainage side ditch, a curb, a motor vehicle lane and a rainwater port well. The linear drainage side ditch is laid on the inner side of a road curb, the linear drainage side ditch is laid on the outer side of a road motor lane, a water collecting gap is formed in the top of the linear drainage side ditch, an inner cavity of the linear drainage side ditch is an egg-shaped drainage ditch, and side ditch management wells are arranged on the linear drainage side ditch at equal intervals. According to the utility model, the linear drainage side ditch is arranged between the outer side of the motor vehicle lane of the urban road and the inner side of the curb stone to replace a road leveling stone, and the road surface water collection efficiency is improved and the waterlogging risk is reduced by matching the water collection gap, the egg-shaped drainage ditch, the side ditch management well and the rainwater inlet well; meanwhile, the linear drainage side ditch replaces road flat stones, the width of the linear drainage side ditch is basically consistent, the 'one object dual-purpose' is realized, the whole body is unified, the landscape effect is improved, and the engineering investment is saved.

Description

Design structure of urban road pavement linear water collection technology
Technical Field
The utility model relates to the technical field of urban road surface rainwater collection and drainage and outside lane flat stones, in particular to a design structure of an urban road surface linear water collection technology.
Background
With the continuous growth of the scale of cities, the current city construction concept of China is 'promoting the high-quality development of cities, and building park cities to make the cities healthier, safer and more pleasant and become a space for the high-quality life of people'. Therefore, the improvement of the quality of the urban infrastructure is imperative, and the collection and the discharge of the drainage (rainwater) of the urban road still have some defects, so that the development requirements of high quality and high quality of the city are difficult to meet.
1. Rainwater collection on urban roads mainly adopts a punctiform water collection mode, namely rainwater openings are formed in two sides of the roads every 50m or so, and rainwater on the road surfaces flows into rainwater pipelines under the roads after being collected by the rainwater openings and is finally discharged into a receiving water body. The water collecting mode has the problems of large road surface runoff, low drainage speed, unsmooth discharge and the like, and no better solution is provided at present.
2. Under the condition of short-time heavy rainfall, the phenomenon of 'seeing the sea' on the road is frequent. The rainwater on the road surface directly flows into the rainwater port; the rainwater on the road surface changes into river along the longitudinal slope and the cross slope runoff of the road without a rainwater port, thereby influencing the traffic safety of the road and hindering the travel of surrounding residents.
3. The road structure layer is prolonged by the runoff rainwater soaking time, the road surface is easy to damage, the road structure layer is unevenly settled, the service life of the road structure layer is seriously influenced, and the landscape effect of the road surface is also influenced to a certain extent.
4. The distance between the rainwater inlets is set (the distance between the rainwater inlets is required in drainage standards)
Figure DEST_PATH_GDA0003418897530000011
) The limit, for the convenience of inlet for the rainwater mouth inserts, rainwater inspection shaft interval is littleer (about 50 m) usually, leads to on the road surface rainwater inspection shaft quantity to increase, very easily appears "rotten eye", and visual impression and driving comfort are all unsatisfactory.
5. For landscape roads such as parks, greenbelts, riverways and the like on two sides of the road, the drainage requirements of buildings and users are randomly marked, and the problem of water collection on the road surface is only solved. At the moment, drainage (rainwater) facilities (rainwater pipelines, rainwater openings and the like) are only built for meeting the requirement of pavement drainage, so that the engineering investment is increased, and the landscape effect is not facilitated.
In view of the above circumstances, it is a necessary way for the development and construction of cities to develop a new way for collecting water on the road surface.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a design structure of a linear water collecting technology for an urban road pavement, so as to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: a design structure of a linear water collection technology for urban road pavements comprises a linear drainage side ditch, a curb, a motor vehicle lane and a rainwater inlet well, wherein the linear drainage side ditch is a prefabricated finished part and is paved between the curb and the motor vehicle lane; a water collecting gap is arranged at the top of each linear drainage side ditch; the inner cavity of each block of the linear drainage side ditch is an egg-shaped drainage ditch; the joint of each two ends of each linear drainage side ditch is provided with a rubber pad clamping groove; and the upper part of each outer side surface of the linear drainage side ditch is provided with a hoisting hole, and the lower part of each outer side surface of the linear drainage side ditch is provided with a connecting hole.
Preferably, the linear drainage side ditch is equidistantly provided with side ditch management wells and rainwater port wells, and the distance between the side ditch management wells is between
Figure DEST_PATH_GDA0003418897530000021
Gap between rainwater inlet and rainwater outlet
Figure DEST_PATH_GDA0003418897530000022
The top of side ditch management well is equipped with the access hole and is equipped with the drain pipe.
Preferably, the top surface of the linear gutter is lower than the height of the curb and the height of the motor vehicle lane.
Compared with the prior art, the utility model has the following beneficial effects:
1. the linear drainage side ditch is arranged between the outer side of the motor vehicle road and the inner side of the curb, replaces a road flat stone, has basically the same width, realizes 'one object two purposes', is integrally unified, and improves the landscape effect.
2. The utility model adopts a linear water collecting mode on urban roads, utilizes linear drainage side ditch products, and improves the road surface water collecting efficiency, reduces the road surface rainwater runoff and reduces the waterlogging risk by matching the water collecting gap, the egg-shaped drainage ditch, the side ditch management well and the rainwater port well.
3. The linear water collecting mode is continuous in water collecting, and a continuous drainage channel is arranged in the side ditch, so that the problem that the traditional rainwater inlet cannot be connected in series too much can be solved; meanwhile, the method is not limited to the rainwater inlet interval required in the design Specification for outdoor drainage (GB50014), the arrangement interval of the rainwater inspection wells can be properly increased, the number of the inspection wells on the road is reduced, the phenomenon of 'rotten eyes' on the road surface is effectively relieved, and the driving comfort and the good road surface impression are improved.
4. The linear water collecting mode can increase the circulating time of rainwater in the side ditch and has certain delay effect on rainwater runoff flood peaks.
6. When urban roads are only considered to collect and discharge road surface rainwater, if linear drainage side ditches are arranged on two sides of a motor vehicle lane, the laying length of rainwater pipelines under the roads can be reduced, and underground space is saved.
7. Because the condition of uneven settlement possibly exists in the later stage of the motor vehicle lane, accumulated water points are easy to form, if linear drainage side ditches are arranged, only the pavement surface layer needs to be filled to the original elevation, the pavement does not need to be excavated, and drainage facilities (a rainwater port and a drainage pipeline) do not need to be additionally arranged, and the treatment method is simple and easy to implement.
8. The linear drainage side ditches are connected into a whole, and can be used as an external mold without slope during construction of a road structure layer, so that the engineering quantity of the road structure layer is reduced (detailed in table 1), and the comprehensive engineering cost is reduced (detailed in table 2).
9. The inner cavity of the linear drainage side ditch is arranged in an egg shape, so that an overflowing water head is raised relative to a semi-circle shape, the overflowing capacity is enhanced, the water conservancy condition is excellent, and siltation is not easy to generate.
10. The water collecting gap at the top of the linear drainage side ditch is narrow (not more than 25mm), fallen leaves or other impurities are difficult to enter the side ditch through the gap, and the side ditch is difficult to block; meanwhile, the coherent gaps are positioned on the two sides of the road, so that the lines are beautiful and the landscape effect is good.
11. The linear drainage side ditch can select other suitable products according to actual requirements, adopts off-site prefabrication and on-site assembly, is convenient to transport and construct, and is beneficial to shortening the construction period.
Drawings
FIG. 1 is a cross-sectional view and a schematic position of a linear gutter in accordance with the present invention;
FIG. 2 is a plan view of a gully well of the present invention;
FIG. 3 is a cross-sectional view of a gully well of the present invention;
FIG. 4 is an elevational view of a single piece linear gutter of the present invention;
FIG. 5 is an elevational view of a single-seat linear gutter management well of the present invention;
FIG. 6 is a schematic view of a conventional road structure layer according to the present invention;
FIG. 7 is a schematic view of the linear gutter of the present invention used for formwork construction.
In the figure: 1 linear drainage side ditch, 2 curb stone, 3 motor vehicle lane, 4 rainwater grates, 5 water collecting gaps, 6 egg-shaped drainage ditches, 7 side ditch management wells, 8 rainwater inlet wells, 9 rainwater inlet well drainage pipes, 10 rubber pad clamping grooves, 11 side ditch hoisting holes, 12 side ditch connecting holes, 13 motor vehicle lane structural layer, 14 road flat stone and 15 motor vehicle lane structural layer engineering quantity reduction ranges.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "connected", and the like are to be construed broadly, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-7, a design structure of a linear water collection technology for urban road pavement comprises a linear side ditch 1, a curb 2, a motor vehicle lane 3 and a gully well 8. The top of the linear drainage side ditch 1 is provided with a water collecting gap 5; the inner cavity of the linear drainage side ditch 1 is an egg-shaped drainage ditch 6; the joint of each two ends of the linear drainage side ditch 1 is provided with a rubber pad clamping groove 10; the upper part of each outer side surface of the linear drainage side ditch 1 is provided with a hoisting hole 11, and the lower part is provided with a connecting hole 12.
The linear gutter 1 is laid between the kerb 2 and the motorway 3, replacing the road flat stone 14.
The linear drainage side ditch 1 is provided with side ditch management wells 7 and rainwater port wells 8 at equal intervals.
Linear drainage side ditch 1 lays between curb 2 and motor vehicle lane 3, and the top surface height all is less than curb 2 and motor vehicle lane 3, is favorable to the road surface rainwater to flow in smoothly and receives water gap 5, gets into egg shape escape canal 6 and inlet well 8.
As shown in figures 1-3, the linear drainage side ditch 1 is located on the inner side of a curb 2 and is continuously arranged along a road, rainwater on the motor vehicle lane 3 flows into a water collecting gap 5 along a cross slope of the road, enters an egg-shaped drainage ditch 6 and a rainwater inlet well 8, finally enters a municipal rainwater pipe network system and is discharged into a river channel. The rainwater inlet well 8 comprises rainwater grates 4 which are all collected by national standard drawings and are connected to a municipal rainwater inspection well and a rainwater pipe network system through a rainwater inlet well drainage pipe 9. Meanwhile, the linear drainage side ditch 1 is used as the road flat stone 14, and the prefabricated product (C40 concrete) is adopted to meet the requirements that the compressive strength is not less than 40MPa and the flexural strength reaches Cf5.0 (mean 5MPa, monolithic minimum 4 MPa).
The linear drainage side ditch of the utility model adopts a prefabricated product (a slit type drainage side ditch), and mainly comprises a water collecting slit 5, an egg-shaped drainage ditch 6 and a side ditch management well 8 as shown in figures 4 and 5. The linear drainage ditch is laid along the road slope, the length of the single block is 2m, and the width is
Figure DEST_PATH_GDA0003418897530000061
(substantially the same width as the road flat stone 14) and a height
Figure DEST_PATH_GDA0003418897530000062
(substantially equivalent to the structural layer 13 thickness of the motorway); the finished products of the linear drainage side ditch are connected by adopting a special connecting piece and a water stop adhesive tape; meanwhile, the maintenance is convenient, and the interval is every two
Figure DEST_PATH_GDA0003418897530000063
A side ditch management well 8 is arranged, and each side ditch management well has the length of
Figure DEST_PATH_GDA0003418897530000064
The width and the height are the same as above.
The construction process of the linear drainage side ditch is simple, and the linear drainage side ditch can be used as a construction outer mold of a motor vehicle lane structure layer, as shown in figure 7, the engineering quantity of the motor vehicle lane structure layer is reduced by 15, and the concrete flow is as follows:
(1) firstly, constructing to the top surface of a road bed, reversely excavating a groove, and pouring a side ditch foundation cushion layer;
(2) after the foundation cushion layer of the side ditch reaches the strength, directly installing a linear drainage side ditch;
(3) after the side ditch is installed, the outer side (one side of the curb stone) of the side ditch is backfilled to a position 0.3m above the bottom of the side ditch by using undisturbed soil, and the side ditch is firmly fixed by using other heavy objects such as a sand bag and the like, so that the phenomenon that the linear drainage side ditch shifts during construction of a structural layer of a motor vehicle lane is avoided;
(4) constructing a structural layer of the motor vehicle lane as required by taking the linear drainage side ditch as an outer mold during construction of the structural layer of the motor vehicle lane;
(5) and after the construction of the structural layer of the motor way is finished, removing the heavy object, constructing subsequent sidewalks and other engineering contents.
The following table shows the reduced engineering capacity per linear meter of the structural layers of the motor vehicle lane and the non-motor vehicle lane with different thicknesses.
TABLE 1 list of the amount of work to be done in reducing the road structure
Figure DEST_PATH_GDA0003418897530000065
Figure DEST_PATH_GDA0003418897530000071
The following table shows the comparison result of the engineering comprehensive cost before and after the linear drainage side ditch is paved on the urban road.
TABLE 2 comprehensive cost comparison chart for engineering
Figure DEST_PATH_GDA0003418897530000072
Figure DEST_PATH_GDA0003418897530000081
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (3)

1. The utility model provides a linear project organization of receiving water technique in urban road surface, includes linear gutter (1), curb (2), motor way (3), inlet for stom water well (8), its characterized in that: the linear drainage side ditch (1) is a prefabricated finished part and is paved between the curb (2) and the motor vehicle lane (3); a water collecting gap (5) is arranged at the top of each linear drainage side ditch (1); the inner cavity of each block of the linear drainage side ditch (1) is an egg-shaped drainage ditch (6); the joint of each two ends of the linear drainage side ditch (1) is provided with a rubber pad clamping groove (10); the upper part of each outer side surface of the linear drainage side ditch (1) is provided with a hoisting hole (11), and the lower part is provided with a connecting hole (12).
2. The design structure of the linear water receiving technology for the urban road pavement according to claim 1, characterized in that: the linear drainage side ditch is equidistantly provided with side ditch management wells (7) and rainwater port wells (8), and the distance between the side ditch management wells (7) is between
Figure DEST_PATH_FDA0003418897520000011
Spacing medium of gully well (8)In that
Figure DEST_PATH_FDA0003418897520000012
The top of the side ditch management well (7) is provided with a side ditch access hole, and the rainwater inlet well (8) comprises a rainwater grate (4) and is provided with a drain pipe (9).
3. The design structure of the linear water receiving technology for the urban road pavement according to claim 1, characterized in that: the top surface of the linear drainage side ditch (1) is lower than the height of the kerbstone (2) and the motor vehicle lane (3).
CN202121611566.XU 2021-07-15 2021-07-15 Design structure of urban road pavement linear water collection technology Active CN215668784U (en)

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Application Number Priority Date Filing Date Title
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GR01 Patent grant
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TR01 Transfer of patent right

Effective date of registration: 20231011

Address after: No.8, south section of Huancheng West Road, Xi'an, Shaanxi 710000

Patentee after: XI'AN WATER GROUP PLANNING AND DESIGN RESEARCH INSTITUTE CO.,LTD.

Address before: 710000 Room 202, gate 3, building a, No. 33, Ximu City, Beilin District, Xi'an City, Shaanxi Province

Patentee before: Jiang Han

Patentee before: Xu Ming

Patentee before: Jia Yuan

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