CN101270561B - Method for resolving surface drainage and communal facilities paving problem of city - Google Patents
Method for resolving surface drainage and communal facilities paving problem of city Download PDFInfo
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- CN101270561B CN101270561B CN2007100736655A CN200710073665A CN101270561B CN 101270561 B CN101270561 B CN 101270561B CN 2007100736655 A CN2007100736655 A CN 2007100736655A CN 200710073665 A CN200710073665 A CN 200710073665A CN 101270561 B CN101270561 B CN 101270561B
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- draining
- communal facility
- raceway groove
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Abstract
The invention relates to a method for solving road surface drain when raining and reasonably solving the paving of public facilities like a gas pipe and a communication cable, etc. The method includesthat: A, the horizontal heights of the two sides of the surface of a road are higher than that of a middle isolating belt; B, a channel for drain is arranged below the lowest point of the road surface; C, a protection plate is arranged on the channel; C, a public facility pipeline is arranged in the channel. The invention can effectively solves the problem of road drain, thus leading the road tonot result in accumulating water, not affecting the walkers on a footpath and not affecting the passengers to get in and off a bus; thereby being convenient for the walkers as well as being convenientfor the finishing of the mud in a drain; the pipelines of the public facilities like the gas pipe and the communication cable are arranged in the drain, thus needing not to dig the road surface whenmounting and maintaining the public facilities; thereby reducing the repeated inputting when paving the public facilities, greatly saving the mounting and maintenance cost of the public facilities aswell as being able to prevent the accident like stealing a well cover from happening.
Description
Affiliated technical field
The present invention relates to a kind of method that urban pavement draining and communal facility are laid that solves, particularly a kind ofly can solve when raining surface drainage and rationally solve the method that communal facilitys such as gas flue, communications optical cable are laid.
Background technology
At present, the road surfacing in the known field all is to adopt cambered, is provided with the gutter on both sides of the road, is equipped with protected apron on the gutter, and below, road surface and below, sidewalk are equipped with communal facilitys such as gas flue, communications optical cable.Because domes are adopted on existing road surface, draining is carried out on the both sides on road in the road surface when draining, when raining, the pedestrian is in the roadside walking or by bike the time, and the automobile that speeds past on the road is easy to evoke the rainwater in roadside, splash on one's body the pedestrian of roadside, cause difficult situation.In addition, because surface drainage of the prior art is every a segment distance, establish an outfall in the roadside, lay a protected apron on the outfall, produce phenomenons such as the untimely or outfall obstruction of draining sometimes, if the untimely or phenomenon of blocking of draining appears in the bus stop point, splash passenger's water on one's body in the time of not only can causing bus to stop, but also can cause passenger getting on/off inconvenience etc.Communal facility such as gas flue, communications optical cable is laid on road surface below or below, sidewalk, just has to whenever be spaced a distance on the road surface or on the sidewalk be provided with a well lid, keeps in repair etc. to make things convenient for the staff.On the road surface, be provided with well lid, not only influence the attractive in appearance of road surface on the whole, and open out-of-dately at automobile, also be easy to well lid is dug, damage vehicle chassis, more likely cause the accident.Well lid of the prior art is owing to needing to be arranged on the road next door, and the burglar is easy to well lid started and steals.When on road surface and sidewalk, laying communal facility, inevitably highway or road surface, sidewalk to be excavated, after laying, again that its landfill is good, and each company all needs this step of repetition when laying, not only can influence the use on highway, sidewalk, but also understand, and cause unnecessary waste owing to overlapping investment human and material resources, financial resources.
Summary of the invention
Not smooth at the surface drainage that exists in the above-mentioned prior art, cause ponding easily, influence pedestrian's walking and passenger bus up and down, when communal facility is laid, meeting overlapping investment human and material resources, financial resources, cause unnecessary waste, and the well lid of maintenance usefulness overturns easily and damages vehicle, causes the accident, the also easy stolen deficiency that waits of well lid, the invention provides a kind of new road construction method, make on both sides of the road to intermediate, inclined, the gutter is located in the middle of the highway, the piping erection of communal facility such as gas flue, communications optical cable efficiently solves the problems referred to above in the gutter.
The technical scheme that the present invention solves its technical problem employing is: a kind of method that solves urban pavement draining and communal facility laying, and described method comprises:
A, highway pavement both sides level height are higher than intermediate isolating band level height;
Below B, the road surface minimum point draining raceway groove is arranged, draining caves inward with trench sidewalls, is communal facility piping erection platform, and communal facility piping erection is on erecting bed sidewall and upper wall, and draining is the gutter that the cross section is rectangle with the raceway groove lower end;
C, draining are with being coated with protected apron on the raceway groove;
D, draining are with being provided with the communal facility pipeline in the raceway groove.
The technical scheme that the present invention solves its technical problem employing further comprises:
Described communal facility piping erection platform can be located at gutter one side, also can be located at the both sides, gutter.
The outside, described gutter is provided with the bracing frame that steel concrete is built.
Described draining can closely be arranged in draining with on the raceway groove with the protected apron that covers on the raceway groove, also can be intervally arranged.
Described protected apron can be the iron grate of cement board or band water-guiding hole.
Lower end, described gutter is provided with the desilting ditch.
Described desilting ditch is triangular in shape.
Described draining is stretched out with raceway groove water inlet lower ends downward, constitutes splash guard.
The invention has the beneficial effects as follows:
1, the present invention can effectively solve the highway drainage problem, rainwater is flowed in the middle of the highway, in the middle of highway, drain, can not cause ponding, rainwater on the road can not have influence on the pedestrian on the sidewalk yet, can not have influence on up and down bus etc. of passenger yet, make things convenient for the pedestrian, and made things convenient for the cleaning of mud in the gutter;
2, the present invention with communal facility piping erection such as gas flue, communications optical cables in the gutter, when communal facility is installed and is safeguarded, do not need to excavate the road surface, only need open the protected apron that covers on the gutter, the staff enters installation, maintenance and gets final product, reduce the overlapping investment when communal facility is laid, saved the installation and maintenance expense of communal facility greatly;
3, communal facility such as gas flue, communications optical cable pipeline concentrates on the position, gutter in the middle of the highway, helps the overall appearance of highway, can also prevent the generation of accidents such as well lid is stolen.
The invention will be further described below in conjunction with the drawings and specific embodiments.
Description of drawings
Fig. 1 is a cross section of the present invention schematic diagram.
Fig. 2 is a plan structure schematic diagram of the present invention.
Fig. 3 has the structural representation of flower bed isolation strip for the present invention.
Fig. 4 is the local enlarged diagram of a of Fig. 1.
Among the figure, 1-road, 2-water inlet, 3-gutter, 4-desilting ditch, 5-gas flue, 6-communications optical cable, 7-protected apron, 8-workbench, 9-well lid, 10-splash guard, 11-bracing frame, 12-flower bed isolation strip.
The specific embodiment
Present embodiment is a reference implementation mode of the present invention, and other embodiment can be implemented with reference to present embodiment according to concrete road construction and actual conditions needs, and its principle is identical with the present invention or approximate with basic structure, all belongs within the protection domain of the present invention.
Referring to accompanying drawing 1 and Fig. 4, Fig. 1 is a cross section of the present invention schematic diagram, and Fig. 4 is the local enlarged diagram of a of Fig. 1.Road 1 is depicted as following cross section, ordinary road road surface structural representation, and wherein road 1 surperficial both sides level height is higher than intermediate isolating band level height, and concrete angle of inclination can be decided according to actual conditions.Existing road surface generally is arch, tilts to two ends in the middle of promptly road surface is, and two ends can be decided with reference to the angle of inclination that has the road surface now to the concrete angle of intermediate, inclined among the present invention.The draining raceway groove has been dug in the centre position, road surface below the road surface, draining caves inward with trench sidewalls, is communal facility piping erection platform, and communal facility piping erection is on erecting bed sidewall and upper wall, and draining is the gutter 3 that the cross section is rectangle with the raceway groove lower end.From cross-sectional view, draining is divided into two parts up and down with raceway groove, referring to accompanying drawing 1, draining is " protruding " font with raceway groove the first half cross section, the thin part of the first half " protruding " font is a water inlet 2, the bottom surface of the first half " protruding " font is a workbench 8, the centre position, bottom surface of the first half " protruding " font, promptly with water inlet 1 correspondence position (under the water inlet), be provided with the gutter 3 that the cross section is rectangle, 3 lower ends, gutter are cross section desilting ditch 4 triangular in shape, draining raceway groove the first half, the both sides in gutter 3 are workbench 8, and workbench 8 is convenient to the communal facility staff and is safeguarded communal facility above standing in.Communal facilitys such as communications optical cable 6, gas flue 5 are installed above the workbench 8.Water inlet 2 lower ends downward are extended, constitute splash guard 10, splash guard 10 blocks the sewage that is entered by water inlet, making sewage can't flow to communal facilitys such as gas flue, communications optical cable gets on, thereby the cleaning that has kept the communal facility pipeline on the one hand, on the other hand, effectively prevented erosion and the damage of sewage to the communal facility pipeline.Draining is that steel concrete is built the bracing frame 11 that forms with the raceway groove outside, and bracing frame 11 is played a supporting role, and caves in the raceway groove top to prevent draining.Be equipped with protected apron 7 above the water inlet 2, protected apron 7 can adopt iron grate of the prior art, also can adopt cement system protected apron, and protected apron 7 is laid on the water inlet 2, is used for preventing that vehicle, pedestrian etc. from falling into draining because of carelessness with in the raceway groove.The protected apron of laying on the water inlet 37 is provided with a well lid 9 every a segment distance, communal facility is safeguarded and the maintenance personal can be by using in the raceway groove to draining under well lid 9 places, communal facility is laid and maintenance and repair etc., the staff also can clear up desilting in the desilting ditch 4 and mud by using in the raceway groove to draining under well lid 9 places.Between the well lid 9 spacing being set sets according to actual needs.Communal facilitys such as communications optical cable 6 and gas flue 5 can be removed protected apron 7 when laying, communal facility is gone into draining with in the raceway groove along water inlet 3 shops, the staff only needs that it is installed in draining and gets final product with in the raceway groove, thereby saved when communal facility is laid and to have excavated the road surface, communal facility is completed, with steps such as the road surface landfill are good, time saving and energy saving again, but also remove the cost waste of overlapping investment simultaneously from, and maintenance and repair is convenient.
Water inlet 4 and protected apron 7 are arranged on the road centre position, and protected apron 7 both sides are provided with cement or protective guard made of iron, press protected apron 7 when preventing running, cause accident.Protected apron 7 and well lid 9 are arranged on the road centre position, can also effectively prevent the stolen phenomenon of protected apron 7 and well lid 9.Be arranged on road next door or the sidewalk as protected apron in the prior art 7 and well lid 9, the robber is easy to well lid is taken away, not only can cause the municipal financial burden, but also may therefore cause human casualty accident.And among the present invention protected apron 7 and well lid 9 are arranged on the road centre position, when wanting to steal well lid, the robber will certainly consider the influence of dealing vehicle on the road.Even well lid is stolen, because well lid is set in the middle of the road, and the well lid both sides are provided with protective guard, and vehicle and pedestrian can not go to wherein, have effectively avoided the generation of contingency.
If in the middle of road, be provided with the road surface of flower bed (being that road intermediate isolating band is a flower bed), referring to Fig. 3, flower bed isolation strip 12 is arranged on the highway centre position, 12 lower ends, flower bed isolation strip are provided with the draining raceway groove, and draining is same as described above with the raceway groove internal construction, and 12 both sides, flower bed isolation strip are spaced a distance and are provided with a water inlet 2, protected apron 7 is stamped on water inlet 2 upper berths, draining is stretched into in the raceway groove in water inlet 2 lower ends, and when raining, rainwater can enter into the draining raceway groove along water inlet 2.Protected apron 7 can adopt iron grate of the prior art, also can adopt cement system protected apron etc.In the flower bed isolation strip every an end distance from being provided with a well lid 9, the distance that is provided with of well lid 9 can be with reference to the spacing distance of laying well lid on the communal facility pipeline in the prior art.
As street lamp also is arranged on draining with in the raceway groove with cable, only need when highway construction, at street lamp electric pole and the draining penetration pipe of laying waterproof between the raceway groove are installed, after highway construction is good, street lamp is passed along penetration pipe with electric wire, to the street lamp electric pole, and road lighting cable, terminals and switch etc. all can be arranged on draining with in the raceway groove.The staff can carry out wiring on the workbench in the raceway groove and to the maintenance and repair of circuit in draining.
Enforcement of the present invention can be carried out when highway construction initial stage or highway rebuilding, when highway construction, earlier draining is built well with raceway groove, and then laying highway pavement, after road surfacing is good, be equipped with protected apron 7 in draining on raceway groove, can and need the highway drainage amount to determine the laying amount according to the rainfall of locality when laying protected apron 7, if displacement is less, can lay cement board, leave the draining slit between the cement board, if displacement is bigger, can lay cement board and the iron grate that has water-guiding hole at interval, the usage quantity ratio of cement board and iron grate will be determined according to the displacement of local needs, is as the criterion can satisfy local surface drainage fully.
When raining, rainwater to centre position, road surface stream, flows into draining with in the gutter 3 of raceway groove along water inlet 2 along the road surface, and the silt in the rainwater sinks in the desilting ditch 4, the silt in staff's periodic cleaning desilting ditch 4.Excessive as amount of rainfall, gutter 3 drainings are untimely, and rainwater can also flow away on workbench 8.Can not stop up the draining raceway groove.
After the invention process, not only can increase the draining of highway pavement, make highway pavement not produce seeping phenomenon, and the well lid on the road surface 9 and protected apron 7 be arranged on the highway pavement centre position, can also effectively prevent the phenomenon that well lid is stolen.Communal facilitys such as communications optical cable 6, gas flue 5 are arranged on draining with in the raceway groove, and the staff need not excavate road when tubing, put things right once and for all after can making road paving, need not destroy the complete etc. of road surface.And maintenance, repair, enlarging are convenient, have saved human and material resources, financial resources greatly.
Claims (8)
1. one kind solves the method that urban pavement draining and communal facility are laid, and it is characterized in that: described method comprises:
A, highway pavement both sides level height are higher than intermediate isolating band level height;
Below B, the road surface minimum point draining raceway groove is arranged, draining caves inward with trench sidewalls, is communal facility piping erection platform, and communal facility piping erection is on erecting bed sidewall and upper wall, and draining is the gutter that the cross section is rectangle with the raceway groove lower end;
C, draining are with being coated with protected apron on the raceway groove;
D, draining are with being provided with the communal facility pipeline in the raceway groove.
2. the method that solution urban pavement according to claim 1 draining and communal facility are laid is characterized in that: the outside, described gutter is provided with the bracing frame that steel concrete is built.
3. the method that solution urban pavement according to claim 1 draining and communal facility are laid, it is characterized in that: described draining can closely be arranged in draining with on the raceway groove with the protected apron that covers on the raceway groove, also can be intervally arranged.
4. the method that solution urban pavement according to claim 1 draining and communal facility are laid, it is characterized in that: lower end, described gutter is provided with the desilting ditch.
5. the method that solution urban pavement according to claim 1 draining and communal facility are laid, it is characterized in that: described communal facility piping erection platform can be located at gutter one side, also can be located at the both sides, gutter.
6. the method that solution urban pavement according to claim 1 draining and communal facility are laid, it is characterized in that: described draining is stretched out with raceway groove water inlet lower ends downward, constitutes splash guard.
7. the method that solution urban pavement according to claim 1 draining and communal facility are laid is characterized in that: described protected apron can be the iron grate of cement board or band water-guiding hole.
8. the method that solution urban pavement according to claim 4 draining and communal facility are laid, it is characterized in that: described desilting ditch is triangular in shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100736655A CN101270561B (en) | 2007-03-23 | 2007-03-23 | Method for resolving surface drainage and communal facilities paving problem of city |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100736655A CN101270561B (en) | 2007-03-23 | 2007-03-23 | Method for resolving surface drainage and communal facilities paving problem of city |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101270561A CN101270561A (en) | 2008-09-24 |
| CN101270561B true CN101270561B (en) | 2010-04-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007100736655A Expired - Fee Related CN101270561B (en) | 2007-03-23 | 2007-03-23 | Method for resolving surface drainage and communal facilities paving problem of city |
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| Country | Link |
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| CN (1) | CN101270561B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103246035A (en) * | 2013-05-14 | 2013-08-14 | 中煤科工集团武汉设计研究院 | Laying method for one-channel river-crossing of coal chute and communication optical cable |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080350A (en) * | 2010-12-16 | 2011-06-01 | 西安科技大学 | Ecological soil road |
| CN103774743A (en) * | 2014-01-08 | 2014-05-07 | 张仁寿 | Novel drainage grate |
| CN104179238A (en) * | 2014-09-02 | 2014-12-03 | 张峰 | Urban road underground pipeline and well mouth side moving and middling method |
| CN104196113A (en) * | 2014-09-02 | 2014-12-10 | 张峰 | Method for arranging drainage system in middle of bidirectional separated road |
| CN105113619A (en) * | 2015-07-24 | 2015-12-02 | 陈新 | Method for preventing urban water logging |
| CN106638222B (en) * | 2017-02-17 | 2019-11-05 | 辛国臣 | Surface drainage |
| CN110735560A (en) * | 2018-07-18 | 2020-01-31 | 苏州园林营造产业股份有限公司 | Combined garden isolation construction method and isolation belt thereof |
| CN112301817A (en) * | 2019-08-02 | 2021-02-02 | 广西科学院 | Pavement paving method |
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| CN2142852Y (en) * | 1992-11-30 | 1993-09-29 | 郭朝木 | Structure of safety landscape trough for communication and landscape engineering |
| CN1112175A (en) * | 1994-12-31 | 1995-11-22 | 张祖辉 | Opened self-cleaning road |
| EP0875626B1 (en) * | 1997-05-02 | 2004-03-17 | Gepro Ingenieurgesellschaft mbH | Understructure of a double track railway with middle core renewal |
| CN2661777Y (en) * | 2003-12-19 | 2004-12-08 | 南京鸿宇市政设施投资管理有限责任公司 | Municipal underground pipeline lane |
| CN1563580A (en) * | 2004-04-12 | 2005-01-12 | 孙卫国 | W-type city roadway |
| CN1603525A (en) * | 2004-11-09 | 2005-04-06 | 上海市政工程设计研究院 | Integrated pipe canal |
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2007
- 2007-03-23 CN CN2007100736655A patent/CN101270561B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2142852Y (en) * | 1992-11-30 | 1993-09-29 | 郭朝木 | Structure of safety landscape trough for communication and landscape engineering |
| CN1112175A (en) * | 1994-12-31 | 1995-11-22 | 张祖辉 | Opened self-cleaning road |
| EP0875626B1 (en) * | 1997-05-02 | 2004-03-17 | Gepro Ingenieurgesellschaft mbH | Understructure of a double track railway with middle core renewal |
| CN2661777Y (en) * | 2003-12-19 | 2004-12-08 | 南京鸿宇市政设施投资管理有限责任公司 | Municipal underground pipeline lane |
| CN1563580A (en) * | 2004-04-12 | 2005-01-12 | 孙卫国 | W-type city roadway |
| CN1603525A (en) * | 2004-11-09 | 2005-04-06 | 上海市政工程设计研究院 | Integrated pipe canal |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103246035A (en) * | 2013-05-14 | 2013-08-14 | 中煤科工集团武汉设计研究院 | Laying method for one-channel river-crossing of coal chute and communication optical cable |
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| Publication number | Publication date |
|---|---|
| CN101270561A (en) | 2008-09-24 |
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Owner name: DAN JIANG Free format text: FORMER OWNER: DAN YAO Effective date: 20100726 |
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Free format text: CORRECT: ADDRESS; FROM: 518000 ROOM 304, BUILDING 3, NO.3042, BAOAN SOUTH ROAD, LUOHU DISTRICT, SHENZHEN CITY, GUANGDONG PROVINCE TO: 518000 ROOM 304, BUILDING 3, NO.3042, BAOAN SOUTH ROAD, LUOHU DISTRICT, SHENZHEN CITY |
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Effective date of registration: 20100726 Address after: 518000, room 3, building 3042, 304 South Baoan Road, Shenzhen, Luohu District Patentee after: Dan Jiang Address before: 518000 room 3, building 3042, 304 South Baoan Road, Luohu District, Guangdong, Shenzhen Patentee before: Dan Yao |
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Granted publication date: 20100421 Termination date: 20170323 |