CN105971090B - Pavement comprehensive pipe network and drainage system - Google Patents
Pavement comprehensive pipe network and drainage system Download PDFInfo
- Publication number
- CN105971090B CN105971090B CN201610477424.6A CN201610477424A CN105971090B CN 105971090 B CN105971090 B CN 105971090B CN 201610477424 A CN201610477424 A CN 201610477424A CN 105971090 B CN105971090 B CN 105971090B
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- Prior art keywords
- wall
- shaped ditch
- pipe network
- slide bar
- wall surface
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
Abstract
Pavement comprehensive pipe network and drainage system comprising U-shaped ditch, hollow out bottom plate and bed course；U-shaped ditch includes left wall, right wall and the connecting plate for being connected to left wall and right wall lower end；Leakage hole is equipped at intervals on connecting plate；Hollow out bottom plate is the road surface on pavement, is mounted on U-shaped ditch upper end, and aerial chamber is formed between U-shaped ditch；Bed course is located at U-shaped ditch lower end.The invention has the advantages that helping to establish Eco-city, city integrated pipe network can be accommodated and prevent urban waterlogging.
Description
Technical field
The present invention relates to urban drainage pipe network system, especially a kind of pavement comprehensive pipe network and drainage system.
Background technique
China has many cities to will appear waterlogging when meeting with heavy rainfall, in addition to the frequency of occurrences of exceedingly odious weather is high
Outside reason, there are also problems for urban construction itself.A large amount of hard is mated formation, such as asphalt road, cement pavement, its permeability when rainfall
It is bad, it is not easy to infiltrate, the ponding on road surface easy to form.And then with the unmatched city integrated pipe network system of urban development speed
It is to cause the most important factor of waterlogging.
Therefore, there are two the principal elements for causing current urban waterlogging problem: first is that existing city integrated drainage pipeline networks
Deficiency existing for system, second is that urban road ground seepage of water water imbibition is bad.
It is mainly drained by pipeline in city, is " underground behind first ground " development, infrastructure lag, standard deviation in the past
It is low, lead to more and more cities generation waterlogging phenomenons at present.Want to change this state now, what everybody was easiest to expect is exactly
Pipe overstriking, but underground is not only one drainpipe: as city size constantly expands, urban pipe network density is more next
Bigger, the comprehensive pipelines such as water supply, gas supply, power supply, fuel feeding are arranged in underground, in addition excavating repeatedly, repairing, adding pipe because various
The reasons such as road, Urban Buried Pipeline Network is intricate, disorderly and unsystematic, there are too many security risk, like not timing " underground is fried
Bullet ".So carrying out overstriking drainage pipeline without space leeway at all.
Road congestion can be a local widening, but water pipe widens a part there is no what use.It can be seen that
It solves the problems, such as current urban waterlogging, increases the drainability of urban discharging pipeline, it is simple pipeline overstriking and infeasible, thing
Also there is no space and leeway in reality, even and if do like that, its cost price all too is big, it will in a very long time
It is interior that very big negative influence is caused to life of urban resident.
And the various pipeline pipelines in city are buried in underground, itself limit the sustainable development space in later period: at present
Urban development speed is quite fast, is able to satisfy the design requirement of demand instantly, it is more likely that and it is backward in the near future, and it is deep
Pipeline pipeline under buried is not almost achievable in the so high city of life density to enlarging.
Therefore this also results in the difficult situation that waterlogging problem occurs in each big city in current China: old town, overstriking
Pipeline is at all unworkable, is all technically problem in cost, and Xincheng District, even if improving design requirement, but some are regional
Still there is the problem of draining.It can be seen that the simple mode solution by increase drainage pipe diameter is never for municipal drainage
Root problem.
In conclusion the city integrated pipe network system continued to use instantly has the following problems and deficiency:
1, simple dependence changes the pipe diameter size of pipeline to increase city rainwater drainage ability.Do not have flexibility.
2, drainage pipeline itself does not have water penetration, and rainwater cannot be diluted in underground, so that drainage pipeline
Discharge pressure is big, easily causes congestion.
3, old town pipe network does not have the condition of enlarging, or the odd height of enlarging cost price.
4, some confluence of rainwater and sewage pipelines of old town, because building and communal facility density are larger, the leeway that do not reconstruct.
5, City Buried Pipeline is intricate, mutually limits sustainable development space.
6, it adds and repairs pipeline to be both needed to excavate the ground in path, cost and difficulty of construction are very high.And it can be to city
City's traffic and life of urban resident cause to seriously affect.
7, the buried underground of pipeline, later maintenance are repaired there are various restrictive factors, and difficulty and cost are all higher.
Summary of the invention
The purpose of the present invention is overcome the deficiencies in the prior art, and provide a kind of pavement comprehensive pipe network and drainage system.
It solve city integrated pipe network reconstruction, enlarging it is at high cost, drainability is poor, the big problem of later period maintenance difficulty, and improves
The security performance and reduction difficulty of construction cost of city integrated pipe network, also provide convenience for the maintenance of later period comprehensive pipe network.
The technical scheme is that pavement comprehensive pipe network and drainage system comprising U-shaped ditch, hollow out bottom plate and pad
Layer；U-shaped ditch includes left wall, right wall and the connecting plate for being connected to left wall and right wall lower end；Leakage hole is equipped at intervals on connecting plate；It engraves
Empty bottom plate is the road surface on pavement, is mounted on U-shaped ditch upper end, and aerial chamber is formed between U-shaped ditch；Bed course is located at U-shaped ditch
Lower end.
The further technical solution of the present invention is: it further includes the small-sized line holder mechanism for being located at aerial chamber top；It is small
Type line holder mechanism includes fulcrum bearing, slide bar crossbeam and vertical drop in beam；Fulcrum bearing is symmetrically arranged at the left wall and right wall of U-shaped ditch
On；Slide bar crossbeam both ends are separately mounted in fulcrum bearing；Vertical drop in beam upper end is associated with by slide assemblies with slide bar crossbeam, vertically
In drop in beam, lower part be equipped with multiple pipeline pendant A.
Further technical solution is the present invention: slide bar crossbeam is I-steel；Slide assemblies include two roller shafts and
Two idler wheels；Two roller shafts are respectively and fixedly connected on the two sidewalls of vertical drop in beam, and two idler wheels are separately mounted to two roller shafts
It goes up and is located at the two sides of slide bar crossbeam and is in rolling contact with slide bar crossbeam, vertical drop in beam can be sliding on slide bar crossbeam by idler wheel
It is dynamic.
The further technical solution of the present invention is: slide bar crossbeam is square steel；Slide assemblies include pulley spindle and pulley；It is sliding
Wheel shaft both ends are mounted on the two sidewalls of vertical drop in beam, and moveable roller is mounted on pulley spindle, and are positioned in the axial direction, and position
Between the two sidewalls of vertical drop in beam, and it is located at slide bar crossbeam upper end, vertical drop in beam can be slided on slide bar crossbeam by pulley.
The further technical solution of the present invention is: the left wall and/or right wall of U-shaped ditch are equipped with pipeline pendant B, and pipeline is hung
Part B is located at aerial chamber top.
The further technical solution of the present invention is: U-shaped ditch right wall lower end is equipped with gutter.
The further technical solution of the present invention is: the section of U-shaped ditch left wall be in up-small and down-big right-angled trapezium, left wall with
The wall surface of soil contact is vertical wall surface, and the wall surface that left wall is located at aerial chamber side is skew wall face；It presents in the section of U-shaped ditch right wall
Small lower big right-angled trapezium, the wall surface that right wall is contacted with soil are vertical wall surface, and the wall surface that right wall is located at aerial chamber side is oblique
Wall surface.
The further technical solution of the present invention is: when U-shaped ditch is criss-cross, the amplification scale of construction is arranged in intervening portion
Well is connected, and determines relative elevation as needed.
The further technical solution of the present invention is: the hole on hollow out bottom plate is up big and down small hole.
The further technical solution of the present invention is: U-shaped ditch can be built, can also cast-in-place or Prefabrication.
In terms of advantages of the present invention is embodied in following four:
1, low in cost.
A, pattern handling is at low cost: present invention is mainly applied to pavement lower sections, for carrying the weight of people, so structure
Carry grade it is lower, only highway carrying 1/100 less than；Cutting depth is shallow, and Structural strength calls are not relatively high.
B, maintenance cost is low: the present invention adds and overhauls pipe network without earth excavation, and opening hollow out bottom plate can be operated；Tool
There are inspection operation space, maintenance convenience；Foundation structure is stablized, and does not sink, and avoids pipe network rupture and pavement from sinking, influences resident
Life.
2, function and service.
A, facilitate to establish Eco-city: ombrophyte can be planted in the backfill below hollow out bottom plate, increase city
Green coverage purifies air, improves oxygen content in urban air.
B, city integrated pipe network can be accommodated: the setting of city integrated pipeline rational and orderly can be being maked somebody a mere figurehead intracavitary, optimization city
City comprehensive pipeline path, keeps managing and maintaining for comprehensive pipeline more efficient.
C, it prevents urban waterlogging: rainwater discharge efficiency can be increased substantially, when heavy rain arrives, the rainwater on pavement is logical
It crosses hollow out bottom plate and enters aerial chamber, penetrate into soil or flow into gutter, gutter is connected to rivers or sewage treatment plant.Frame at this time
Cavity formation drainage space identical with gutter property, drainage area decades of times bigger than the drainage area of storm sewer, effectively
Solve the problems, such as urban waterlogging.
3, convenient to carry out.
A, construction cost is low: the shallow excavated volume of cutting depth is few, and cost is relatively low；The earthwork need to only backfill on a small quantity, avoid big
Amount backfill earthwork accumulation influences resident's traffic, life, welding.
B, road traffic is influenced small: is only constructed on pavement, construction operation range is small, is not required to close a road to traffic or only need in short-term
Between take traffic control scheme.
C, short construction period: all construction materials in the present invention can Prefabrication, on-site hoisting, short construction period is right
Life of urban resident influences small.
4, applied widely.
A, the present invention can be applicable to the ground such as city pavement, city square, Urban Parks and residential neighborhoods.
Below in conjunction with figure, the invention will be further described with embodiment.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention 1；
Fig. 2 is the structural schematic diagram of the small-sized line holder mechanism of embodiment 1；
Fig. 3 is the A-A cross-sectional view of Fig. 2；
Fig. 4 is the structural schematic diagram of the small-sized line holder mechanism of embodiment 2；
Fig. 5 is the C-C cross-sectional view of Fig. 4.
Specific embodiment
Embodiment 1:
It is as shown in Figs. 1-3: pavement comprehensive pipe network and drainage system comprising U-shaped ditch 1, hollow out bottom plate 2 and bed course 3.
U-shaped ditch 1 includes left wall 11, right wall 12 and the connecting plate 13 for being connected to left wall and right wall lower end.12 lower end of right wall is set
There is gutter 121.Leakage hole 131 is equipped at intervals on connecting plate 13, convenient for rain penetration into soil 5.U-shaped ditch 1 can be built,
It can cast-in-place or Prefabrication.When U-shaped ditch 1 is criss-cross, in the connection well of the intervening portion setting amplification scale of construction, and according to
It needs to be determined that relative elevation.
Hollow out bottom plate 2 is the road surface on pavement 21, is mounted on 1 upper end of U-shaped ditch, and aerial chamber is formed between U-shaped ditch 1
4.Hole on hollow out bottom plate 2 is up big and down small hole, to extend the light application time of ombrophyte 44 in aerial chamber 4.Aerial chamber 4
Top is equipped with small-sized line holder mechanism 7.The lower part of aerial chamber 4 is backfilled with loose ground 41, is embedded with sewage pipe in loose ground 41
Line 42 and large and medium-sized pipeline group 43, plantation has ombrophyte 44 on loose ground 41.Large and medium-sized pipeline group 43 includes natural gas tube
Line and oil circuit pipeline.
Bed course 3 is located at 1 lower end of U-shaped ditch, and bed course 3 is formed by concrete casting.
Small-sized line holder mechanism 7 includes fulcrum bearing 71, slide bar crossbeam 72 and vertical drop in beam 73.Fulcrum bearing 71 is symmetrically arranged at
In the left wall 11 and right wall 12 of U-shaped ditch 1.72 both ends of slide bar crossbeam are separately mounted in fulcrum bearing 71.Vertical 73 upper end of drop in beam is logical
Slide assemblies are crossed to be associated with slide bar crossbeam 72, in vertical drop in beam 73, lower part be equipped with multiple pipeline pendant A74.
Slide bar crossbeam 72 is I-steel.Slide assemblies include two roller shafts 751 and two idler wheels 752.Two roller shafts
751 are respectively and fixedly connected on the two sidewalls of vertical drop in beam 73, and two idler wheels 752 are separately mounted on two roller shafts 751 and are located at
The two sides of slide bar crossbeam 72 are simultaneously in rolling contact with slide bar crossbeam 72, and vertical drop in beam 73 can be by idler wheel 752 on slide bar crossbeam 72
Sliding.
It is preferred that the left wall 11 and right wall 12 of U-shaped ditch 1 are equipped with pipeline pendant B14, pipeline pendant B14 is located on aerial chamber 4
Portion can be used for disposing small diameter tube pipeline, such as optical fiber pipe and street lamp electric wire.
It is preferred that the section of 1 left wall 11 of U-shaped ditch is in up-small and down-big right-angled trapezium, the wall surface that left wall 11 is contacted with soil 5 is
Vertical wall surface, the wall surface that left wall 11 is located at aerial 4 side of chamber is skew wall face；The section of 1 right wall 12 of U-shaped ditch is in up-small and down-big straight
Angle is trapezoidal, and the wall surface that right wall 12 is contacted with soil 5 is vertical wall surface, and the wall surface that right wall 12 is located at aerial 4 side of chamber is skew wall face.
This structure of U-shaped ditch 1 has excellent structural strength.
Embodiment 2:
As shown in Figure 4,5, compared with Example 1, difference is only that the present embodiment:
Slide bar crossbeam 72 is square steel.Slide assemblies include pulley spindle 753 and pulley 754；753 both ends of pulley spindle are mounted on perpendicular
On the two sidewalls of direct screening beam 73, pulley 754 is movably arranged on pulley spindle 753, and is positioned in the axial direction, and is located at vertical hang
Between the two sidewalls of beam 73, and it is located in the roller groove of 72 upper end of slide bar crossbeam, vertical drop in beam 73 can be by pulley 754 in slide bar
It is slided on crossbeam 72.
Sketch application of the invention: when heavy rain arrives, the rainwater on pavement 21 enters aerial chamber by hollow out bottom plate 2
4, it penetrates into soil 5 or flows into gutter 121, gutter 121 is connected to rivers or sewage treatment plant, is effectively solved urban waterlogging and is asked
Topic.
Claims (9)
1. pavement comprehensive pipe network, it is characterized in that: it includes U-shaped ditch (1), hollow out bottom plate (2), bed course (3) and small-sized pipeline branch
Frame mechanism (7)；
U-shaped ditch (1) includes left wall (11), right wall (12) and the connecting plate (13) for being connected to left wall and right wall lower end；Right wall (12)
Lower end is equipped with gutter (121)；Leakage hole (131) are equipped at intervals on connecting plate (13)；Hollow out bottom plate (2) is pavement (21)
Road surface is mounted on U-shaped ditch (1) upper end, is formed between U-shaped ditch (1) aerial chamber (4)；Bed course (3) is located under U-shaped ditch (1)
End；
Small-sized line holder mechanism (7) is located at aerial chamber (4) top；Small-sized line holder mechanism (7) include fulcrum bearing (71),
Slide bar crossbeam (72) and vertical drop in beam (73)；Fulcrum bearing (71) is symmetrically arranged in the left wall (11) and right wall (12) of U-shaped ditch (1)；
Slide bar crossbeam (72) both ends are separately mounted on fulcrum bearing (71)；Vertical drop in beam (73) upper end passes through slide assemblies and slide bar crossbeam
(72) be associated with, in vertical drop in beam (73), lower part be equipped with multiple pipeline pendant A (74).
2. pavement comprehensive pipe network as described in claim 1, it is characterized in that: slide bar crossbeam (72) is I-steel；
Slide assemblies include two roller shafts (751) and two idler wheels (752)；Two roller shafts (751) are respectively and fixedly connected to vertically
On the two sidewalls of drop in beam (73), two idler wheels (752) are separately mounted on two roller shafts (751) and are located at slide bar crossbeam (72)
Two sides and be in rolling contact with slide bar crossbeam (72), vertical drop in beam (73) can be sliding on slide bar crossbeam (72) by idler wheel (752)
It is dynamic.
3. pavement comprehensive pipe network as described in claim 1, it is characterized in that: slide bar crossbeam (72) is square steel；
Slide assemblies include pulley spindle (753) and pulley (754)；Pulley spindle (753) both ends are mounted on the two of vertical drop in beam (73)
On side wall, pulley (754) is movably arranged on pulley spindle (753), and is positioned in the axial direction, and is located at vertical drop in beam (73)
Between two sidewalls, and it is located at slide bar crossbeam (72) upper end, vertical drop in beam (73) can be by pulley (754) on slide bar crossbeam (72)
Sliding.
4. the pavement comprehensive pipe network as described in claims 1 or 2 or 3, it is characterized in that: the left wall (11) of U-shaped ditch (1) and/or
Right wall (12) is equipped with pipeline pendant B (14), and pipeline pendant B (14) is located at aerial chamber (4) top.
5. the pavement comprehensive pipe network as described in claims 1 or 2 or 3, it is characterized in that: the section of U-shaped ditch (1) left wall (11) is in
Up-small and down-big right-angled trapezium, the wall surface that left wall (11) is contacted with soil (5) are vertical wall surface, and left wall (11) is located at aerial chamber
(4) wall surface of side is skew wall face；The section of U-shaped ditch (1) right wall (12) is in up-small and down-big right-angled trapezium, right wall (12) and soil
The wall surface of earth (5) contact is vertical wall surface, and the wall surface that right wall (12) is located at aerial chamber (4) side is skew wall face.
6. pavement comprehensive pipe network as claimed in claim 4, it is characterized in that: the section of U-shaped ditch (1) left wall (11) present it is small under
Big right-angled trapezium, the wall surface that left wall (11) is contacted with soil (5) are vertical wall surface, and left wall (11) is located at aerial chamber (4) side
Wall surface be skew wall face；The section of U-shaped ditch (1) right wall (12) is in up-small and down-big right-angled trapezium, and right wall (12) connects with soil (5)
The wall surface of touching is vertical wall surface, and the wall surface that right wall (12) is located at aerial chamber (4) side is skew wall face.
7. the pavement comprehensive pipe network as described in claims 1 or 2 or 3, it is characterized in that: when U-shaped ditch (1) is criss-cross,
The connection well of the intervening portion setting amplification scale of construction, and relative elevation is determined as needed.
8. the pavement comprehensive pipe network as described in claims 1 or 2 or 3, it is characterized in that: the hole on hollow out bottom plate (2) is upper big
Under small hole.
9. the pavement comprehensive pipe network as described in claims 1 or 2 or 3 can also show it is characterized in that: U-shaped ditch (1) can be built
It pours or Prefabrication.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610477424.6A CN105971090B (en) | 2016-06-28 | 2016-06-28 | Pavement comprehensive pipe network and drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610477424.6A CN105971090B (en) | 2016-06-28 | 2016-06-28 | Pavement comprehensive pipe network and drainage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105971090A CN105971090A (en) | 2016-09-28 |
| CN105971090B true CN105971090B (en) | 2019-04-02 |
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ID=57019454
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610477424.6A Active CN105971090B (en) | 2016-06-28 | 2016-06-28 | Pavement comprehensive pipe network and drainage system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201162227Y (en) * | 2008-01-29 | 2008-12-10 | 中建国际（深圳）设计顾问有限公司 | Underground pipe canal |
| CN203834513U (en) * | 2014-05-08 | 2014-09-17 | 李辉 | Urban gathering and conveying ditch structure |
| CN204243699U (en) * | 2014-12-05 | 2015-04-01 | 浙江省电力设计院 | A kind of light concrete superimposed sheet assembly type cable slot |
| CN105040797A (en) * | 2014-04-23 | 2015-11-11 | 陈正錞 | Drainage ditch structure |
| CN204919607U (en) * | 2015-09-07 | 2015-12-30 | 邢台一正特种光缆制造有限公司 | City is prefab for underpass |
| JP2016044486A (en) * | 2014-08-25 | 2016-04-04 | 西日本高速道路メンテナンス中国株式会社 | Repair method for drainage gutter and cover block for repair |
| CN206220212U (en) * | 2016-06-28 | 2017-06-06 | 衡阳市金泓建筑装饰设计有限公司 | pavement comprehensive pipe network and drainage system |
-
2016
- 2016-06-28 CN CN201610477424.6A patent/CN105971090B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201162227Y (en) * | 2008-01-29 | 2008-12-10 | 中建国际（深圳）设计顾问有限公司 | Underground pipe canal |
| CN105040797A (en) * | 2014-04-23 | 2015-11-11 | 陈正錞 | Drainage ditch structure |
| CN203834513U (en) * | 2014-05-08 | 2014-09-17 | 李辉 | Urban gathering and conveying ditch structure |
| JP2016044486A (en) * | 2014-08-25 | 2016-04-04 | 西日本高速道路メンテナンス中国株式会社 | Repair method for drainage gutter and cover block for repair |
| CN204243699U (en) * | 2014-12-05 | 2015-04-01 | 浙江省电力设计院 | A kind of light concrete superimposed sheet assembly type cable slot |
| CN204919607U (en) * | 2015-09-07 | 2015-12-30 | 邢台一正特种光缆制造有限公司 | City is prefab for underpass |
| CN206220212U (en) * | 2016-06-28 | 2017-06-06 | 衡阳市金泓建筑装饰设计有限公司 | pavement comprehensive pipe network and drainage system |
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| Publication number | Publication date |
|---|---|
| CN105971090A (en) | 2016-09-28 |
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