CN205954791U - People moving walkways complex pipe network and hold drainage system - Google Patents
People moving walkways complex pipe network and hold drainage system Download PDFInfo
- Publication number
- CN205954791U CN205954791U CN201620646640.4U CN201620646640U CN205954791U CN 205954791 U CN205954791 U CN 205954791U CN 201620646640 U CN201620646640 U CN 201620646640U CN 205954791 U CN205954791 U CN 205954791U
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- Prior art keywords
- wall
- storage box
- water storage
- shaped ditch
- pipe network
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Abstract
People moving walkways complex pipe network and hold drainage system, it includes U -shaped ditch, hollowed bottom plate and water storage box, the U -shaped ditch includes zuo bi, right wall and connects the connecting plate at zuobi and right wall lower extreme, U -shaped ditch left side wall and/or right wall lower extreme are equipped with the escape canal, and escape canal bottom interval is equipped with access hole A, hollowed bottom plate is people moving walkways's road surface, and it is installed in U -shaped ditch upper end, forms built on stilts chamber between its and the U -shaped ditch, the water storage box is established below the U -shaped ditch, and the water storage box upper end is equipped with access hole B and delivery port B, and adjacent water storage box leads to the pipe A intercommunication, the access hole A in escape canal and the access hole B of water storage box communicate with each other. The utility model discloses the advantage lies in, helps establishhing environmental city, can holds city complex pipe network, has water retaining function and prevents urban waterlogging.
Description
Technical field
The utility model is related to urban drainage pipe network system, particularly pavement comprehensive pipe network and drainage system.
Background technology
China has a lot of cities waterlogging to occur when meeting with heavy showers, except the frequency of occurrences of exceedingly odious weather is high
Outside reason, urban construction there is also problem in itself.Substantial amounts of hard is mated formation, such as asphalt road, cement pavement, its permeability during rainfall
Bad it is not easy to infiltrate, easily form the ponding on road surface.And with urban development speed unmatched city integrated pipe network system then
It is to cause the most important factor of waterlogging.
Therefore, the principal element of current urban waterlogging problem is caused to have two:One is existing city integrated drainage pipeline networks
The deficiency that system exists, two is that urban road ground seepage of water water imbibition is bad.
It is mainly tube road in city and carrys out draining, be " first underground behind ground " development in the past, infrastructure is delayed, standard deviation
Low, lead to increasing city at present that waterlogging phenomenon occurs.Want now to change this state, what everybody was easiest to expect is exactly
Pipe overstriking, but underground is not only one of which drainpipe:Constantly expand with city size, urban pipe network density is more next
Bigger, the comprehensive pipeline such as water supply, supply, power supply, fuel feeding is arranged in underground, adds and repeatedly excavates, keeps in repair, adding pipe because various
The reasons such as road, Urban Buried Pipeline Network is intricate, disorderly and unsystematic, there is too many potential safety hazard, just as not timing " underground explode
Bullet ".So do not have space leeway to carry out overstriking drainage pipeline at all.
Road congestion can a local widening, but water pipe widens what use a local does not have.As can be seen here,
Solve the problems, such as current urban waterlogging, increase the drainability of urban discharging pipeline, simple pipeline overstriking and infeasible, thing
Also not 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
Interior life of urban resident is caused with very big negative influence.
And city various pipeline pipeline buried in underground, itself limit the sustainable development space in later stage:At present
Urban development speed is quite fast, instantly can meet the design requirement of demand it is more likely that being backward in the near future, and deep
Pipeline pipeline under buried wants to extend, in the so high city of life density, almost not attainable.
This also therefore result in the difficult situation that each big city of current China occurs for waterlogging problem：Old town, overstriking
Pipeline is at all unworkable, and cost is technically all problem, and Xincheng District, even if improve design requirement, but some are regional
Still occur in that the problem of draining.As can be seen here, for municipal drainage, simple dependence increases the mode solution of drainage pipe diameter never
Root problem.
In sum, there is problems with and deficiency in the city integrated pipe network system instantly continued to use：
1st, simple dependence changes the pipe diameter size of pipeline to increase city rainwater drainage ability.Do not possess flexibility.
2nd, drainage pipeline itself does not have water penetration, and rainwater can not be diluted in underground, so that drainage pipeline
Discharge pressure is big, easily causes congestion.
3rd, old town pipe network does not possess the condition of enlarging, or enlarging cost price is very high.
4th, some confluence of rainwater and sewage pipelines of old town, because building and communal facility density are larger, do not have the leeway reconstructed.
5th, City Buried Pipeline is intricate, mutually limits sustainable development space.
6th, add and keep in repair the ground that pipeline is both needed in excavation path, cost and difficulty of construction are very high.And can be to city
City's traffic and life of urban resident cause to have a strong impact on.
7th, the buried underground of pipeline, there are various restrictive factors in later maintenance maintenance, difficulty and cost are all higher.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, and provides a kind of pavement comprehensive pipe network and drainage
System.It solves the reconstruction of city integrated pipe network, enlarging high cost, and drainability is poor, the big problem of later period maintenance difficulty, and
Improve the security performance of city integrated pipe network and reduce difficulty of construction cost, also provide convenient bar for the maintenance of later stage comprehensive pipe network
Part.
The technical solution of the utility model is：Pavement comprehensive pipe network and drainage system, it includes U-shaped ditch, hollow out bottom
Plate and water storage box；
U-shaped ditch includes left wall, right wall and is connected to left wall and the connecting plate of right wall lower end；Under U-shaped ditch left wall and/or right wall
End is provided with gutter, and gutter bottom interval is provided with access hole A；Leaking hole is interval with connecting plate；Hollow out base plate is People's Bank of China
The road surface in road, it is arranged on U-shaped ditch upper end, and it forms built on stilts chamber and U-shaped ditch between；Water storage box is located at below U-shaped ditch, water storage box
Upper end is provided with access hole B and water outlet B, and water outlet B is connected with water terminal by pipeline, and adjacent water storage box passes through water pipe A
Connection；
The access hole A in gutter is communicated with the access hole B of water storage box.
The further technical scheme of the utility model is：It is provided with setting pot, the access hole B of water storage box is just to heavy in water storage box
Sand pond.
Further technical scheme is the utility model：It also includes the small-sized line holder machine being located at built on stilts chamber top
Structure；Small-sized line holder mechanism includes fulcrum bearing, slide bar crossbeam and vertical drop in beam；Fulcrum bearing be symmetrically arranged at U-shaped ditch left wall and
In right wall；Slide bar crossbeam two ends are separately mounted in fulcrum bearing；Vertically drop in beam upper end is associated with slide bar crossbeam by slide assemblies,
Vertically in drop in beam, bottom is provided with multiple pipeline suspension member A.
Further technical scheme is the utility model：Slide bar crossbeam is I-steel；
Slide assemblies include two roller shafts and two rollers；Two roller shafts are respectively and fixedly connected to the two side of vertical drop in beam
On, two rollers are separately mounted on two roller shafts and are located at the both sides of slide bar crossbeam and are in rolling contact with slide bar crossbeam, erect
Direct screening beam can be slided on slide bar crossbeam by roller.
The utility model further technical scheme can also be：Slide bar crossbeam is square steel；
Slide assemblies include pulley spindle and pulley；Pulley spindle two ends are arranged on the two side of vertical drop in beam, moveable roller
It is arranged on pulley spindle, and is positioned in the axial direction, and be located between the two side of vertical drop in beam, and be located on slide bar crossbeam
End, vertical drop in beam can be slided on slide bar crossbeam by pulley.
The utility model further technical scheme is：The left wall of U-shaped ditch and/or right wall are provided with pipeline suspension member B, pipe
Line suspension member B is located at built on stilts chamber top.
The utility model further technical scheme is：The section of U-shaped ditch left wall is in up-small and down-big right-angled trapezium, left
The wall that wall is contacted with soil is vertical wall, and the wall that left wall is located at built on stilts chamber side is skew wall face；The section of U-shaped ditch right wall
In up-small and down-big right-angled trapezium, the wall that right wall is contacted with soil is vertical wall, and right wall is located at the wall of built on stilts chamber side
For skew wall face.
The utility model further technical scheme is：Hole on hollow out base plate is up big and down small hole.
The utility model further technical scheme is：Hole on hollow out base plate is up big and down small hole.
The utility model further technical scheme is：When U-shaped ditch is crisscross, arranges in intervening portion and amplify body
The connection well of amount, and determine relative elevation as needed.
The utility model further technical scheme is：U-shaped ditch and water storage box can be built by laying bricks or stones it is also possible to cast-in-place or prefabricated
Produce.
Advantage of the present utility model is embodied in following four aspect：
1st, with low cost.
A, pattern handling low cost：The utility model is applied below pavement, for carrying the weight of people, so structure
Carry grade relatively low, only highway carry 1/100 less than；Cutting depth is shallow, and Structural strength calls are not relatively high.
B, maintenance cost are low：The utility model is set up and is overhauled pipe network without earth excavation, opens hollow out base plate and can grasp
Make；There is inspection operation space, maintenance facility；Foundation structure is stable, does not sink, it is to avoid pipe network rupture and pavement sink, shadow
Ring resident living.
2nd, function and service.
A, contribute to setting up Eco-city：Ombrophyte can be planted on the backfill below hollow out base plate, increase city
Green coverage, purify air, improves oxygen content in urban air.
B, city integrated pipe network can be accommodated：Can being arranged on city integrated pipeline rational and orderly in built on stilts chamber, optimize city
City comprehensive pipeline path, makes the management of comprehensive pipeline and safeguards more efficient.
C, there is water storage function：Water storage box can collect rainwater in the rainy day, exported by pipeline when needing with water and use water
Terminal, makes rainwater cycling and reutilization, to save the water resource of preciousness.
D, prevent urban waterlogging：Rainwater discharge efficiency can be increased substantially, when heavy rain arrives, the rainwater on pavement leads to
Cross hollow out base plate and enter built on stilts chamber, penetrate into soil or flow into gutter, gutter is connected with rivers or sewage treatment plant, arranges simultaneously
Rainwater in ditch also can be flowed in water storage box by access hole A and access hole B.Now drainage area is than the draining face of sewer
Amass big decades of times, effectively solving urban waterlogging problem.
3rd, convenient to carry out.
A, construction cost are low：The shallow excavated volume of cutting depth is few, and cost is relatively low；The earthwork only need to backfill on a small quantity, it is to avoid big
Impact resident's traffic, life, welding are piled up in the amount backfill earthwork.
B, on road traffic affect little：Only construct on pavement, construction operation scope is little, be 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 utility model can Prefabrication, on-site hoisting, construction period
Short, life of urban resident is affected little.
4th, applied widely.
A, the utility model can be applicable to the ground such as city pavement, city square, Urban Parks and residential neighborhoods.
Below in conjunction with figure and embodiment, the utility model is further described.
Brief description
Fig. 1 is the structural representation of the utility model embodiment 1；
Fig. 2 is the structural representation of the small-sized line holder mechanism of embodiment 1；
Fig. 3 is the A-A sectional view of Fig. 3；
Fig. 4 is the structural representation of water storage box；
Fig. 5 is the B-B sectional view of Fig. 4；
Fig. 6 is the structural representation of the small-sized line holder mechanism of embodiment 2；
Fig. 7 is the C-C sectional view of Fig. 6.
Specific embodiment
Embodiment 1：
As Figure 1-5：Pavement comprehensive pipe network and drainage system, it includes U-shaped ditch 1, hollow out base plate 2 and water storage box
3.
The connecting plate 13 that U-shaped ditch 1 includes left wall 11, right wall 12 and is connected to left wall and right wall lower end.Right wall 12 lower end sets
There is gutter 121, gutter 121 bottom interval is provided with access hole A1211.Leaking hole 131 is interval with connecting plate 13, is easy to
Rain penetration is entered in soil 100.U-shaped ditch 1 can be built by laying bricks or stones it is also possible to cast-in-place or Prefabrication.When U-shaped ditch 1 is crisscross,
The connection well of the scale of construction is amplified in intervening portion setting, and determines relative elevation as needed.
Hollow out base plate 2 is the road surface on pavement 21, and it is arranged on U-shaped ditch 1 upper end, and it forms built on stilts chamber and U-shaped ditch 1 between
5.Built on stilts chamber 5 top is provided with small-sized line holder mechanism 7.The bottom in built on stilts chamber 5 is backfilled with loose ground 51, embedded in loose ground 51
There are sewer line 52 and big-and-middle-sized pipeline group 53, plantation on loose ground 51 has ombrophyte 54.Hole on hollow out base plate 2 is upper big
Under little hole to extend the light application time of ombrophyte 54 in built on stilts chamber 5.Big-and-middle-sized pipeline group 53 includes natural gas line
And oil circuit pipeline.
Water storage box 3 is located at U-shaped ditch 1 lower end, and water storage box 3 upper end is provided with access hole B31 and water outlet B 32, and water outlet B 32 is led to
Piping 4 connects with water terminal 35, is fire hydrant or green area irrigation water bolt with water terminal 35.Adjacent water storage box 3 is the bottom of at
Portion is connected by water pipe A33.
Water storage box 3 can be built by laying bricks or stones it is also possible to cast-in-place or Prefabrication.
The access hole A1211 in gutter 121 is communicated with the access hole B31 of water storage box 3.Hollow out lid is had on access hole A1211
Plate.
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.Slide bar crossbeam 72 two ends are separately mounted in fulcrum bearing 71.Vertically drop in beam 73 upper end leads to
Cross slide assemblies to associate with slide bar crossbeam 72, in vertical drop in beam 73, bottom be provided with multiple pipeline suspension member A74.
Slide bar crossbeam 72 is I-steel.Slide assemblies include two roller shafts 751 and two rollers 752；Two roller shafts
On 751 two sides being respectively and fixedly connected to vertical drop in beam 73, two rollers 752 are separately mounted on two roller shafts 751 and are located at
The both 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 roller 752 on slide bar crossbeam 72
Slide.
Preferably, it is provided with setting pot 34 in water storage box 3, the access hole B31 of water storage box 3 is just to setting pot 34.Enter water storage box 3
Water initially enter setting pot 34, the silt in water and solid impurity are deposited in setting pot 34 bottom, after setting pot 34 water is full, miscellaneous
The less water of matter content overflows at setting pot 34 upper end open, flows into water storage box 3.
Preferably, the left wall 11 of U-shaped ditch 1 and right wall 12 are provided with pipeline suspension member B14, and pipeline suspension member B14 is located on built on stilts chamber 5
Portion, can be used for disposing pipe with small pipe diameter pipeline, such as optical fiber pipe and street lamp electric wire.
Preferably, the section of U-shaped ditch 1 left wall 11 is in up-small and down-big right-angled trapezium, the wall that left wall 11 is contacted with soil 100
For vertical wall, the wall that left wall 11 is located at built on stilts chamber 5 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, the wall that right wall 12 is contacted with soil 100 is vertical wall, and the wall that right wall 12 is located at built on stilts chamber 5 side is oblique
Wall.This structure of U-shaped ditch 1 has excellent structural strength.
Embodiment 2：
As shown in Figure 6,7, the present embodiment compared with Example 1, differs only in：
Slide bar crossbeam 72 is square steel.Slide assemblies include pulley spindle 753 and pulley 754；Pulley spindle 753 two ends are arranged on perpendicular
On the two side of direct screening beam 73, pulley 754 is movably arranged on pulley spindle 843, and is positioned in the axial direction, and is located at vertical extension
Between the two side of beam 73, and in the roller groove of slide bar crossbeam 72 upper end, vertical drop in beam 73 can be by pulley 754 in slide bar
Slide on crossbeam 72.
Sketch application of the present utility model：When heavy rain arrives, the rainwater on pavement 21 enters frame by hollow out base plate 2
Cavity 5, penetrates into soil 100 or flows into gutter 121, gutter 121 is connected with rivers or sewage treatment plant, gutter simultaneously
Rainwater in 121 also can be flowed in water storage box 3 by access hole A1211 and access hole B31.
Water storage box 3 collects rainwater, can be exported with water terminal 35 by pipeline, make rainwater cycling and reutilization.Gutter 121
Connect with rivers or sewage treatment plant, alleviate the pressure of existing storm sewer draining, effectively solving urban waterlogging problem.
Claims (10)
1. pavement comprehensive pipe network and drainage system, is characterized in that：It includes U-shaped ditch (1), hollow out base plate (2) and water storage box
(3)；
U-shaped ditch (1) includes left wall (11), right wall (12) and the connecting plate (13) being connected to left wall and right wall lower end；U-shaped ditch (1)
Left wall (11) and/or right wall (12) lower end be provided with gutter (121), gutter (121) bottom interval is provided with access hole A
(1211)；Leaking hole (131) is interval with connecting plate (13)；
Hollow out base plate (2) is the road surface on pavement (21), and it is arranged on U-shaped ditch (1) upper end, and it forms frame and U-shaped ditch (1) between
Cavity (5)；
Water storage box (3) is located at U-shaped ditch (1) below, and water storage box (3) upper end is provided with access hole B (31) and water outlet B (32)；
The access hole A (1211) in gutter (121) is communicated with the access hole B (31) of water storage box (3).
2. pavement as claimed in claim 1 comprehensive pipe network and drainage system, is characterized in that：The going out of water storage box (3) upper end
Mouth of a river B (32) is connected with water terminal (35) by pipeline (4), and adjacent water storage box (3) passes through water pipe A (33) even in bottom
Logical；It is provided with setting pot (34), the access hole B (31) of water storage box (3) is just to setting pot (34) in water storage box (3).
3. pavement as claimed in claim 1 or 2 comprehensive pipe network and drainage system, is characterized in that：It also includes being located at frame
The small-sized line holder mechanism (7) on cavity (5) top；Small-sized line holder mechanism (7) includes fulcrum bearing (71), slide bar crossbeam
And vertical drop in beam (73) (72)；Fulcrum bearing (71) is symmetrically arranged in the left wall (11) and right wall (12) of U-shaped ditch (1)；Slide bar crossbeam
(72) two ends are separately mounted in fulcrum bearing (71)；Vertically slide assemblies and slide bar crossbeam (72) pass are passed through in drop in beam (73) upper end
Connection, in vertical drop in beam (73), bottom be provided with multiple pipelines suspension member A (74).
4. pavement as claimed in claim 3 comprehensive pipe network and drainage system, is characterized in that：Slide bar crossbeam (72) is I-shaped
Steel；
Slide assemblies include two roller shafts (751) and two rollers (752)；Two roller shafts (751) are respectively and fixedly connected to vertically
On the two side of drop in beam (73), two rollers (752) are separately mounted to two roller shafts (751) above and are located at slide bar crossbeam (72)
Both sides and be in rolling contact with slide bar crossbeam (72), vertical drop in beam (73) can be slided slide bar crossbeam (72) is upper by roller (752)
Dynamic.
5. pavement as claimed in claim 4 comprehensive pipe network and drainage system, is characterized in that：Slide bar crossbeam (72) is side
Steel；
Slide assemblies include pulley spindle (753) and pulley (754)；Pulley spindle (753) two ends are arranged on the two of vertical drop in beam (73)
On the wall of side, pulley (754) is movably arranged on pulley spindle (843), and is positioned in the axial direction, and is located at vertical drop in beam (73)
Between two side, 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)
Slide.
6. the pavement comprehensive pipe network as described in claim 4 or 5 and drainage system, is characterized in that：The left wall of U-shaped ditch (1)
(11) and/or right wall (12) is provided with pipeline suspension member B (14), pipeline suspension member B (14) is located at built on stilts chamber (5) top.
7. pavement as claimed in claim 6 comprehensive pipe network and drainage system, is characterized in that：U-shaped ditch (1) left wall (11)
Section is in up-small and down-big right-angled trapezium, and the wall that left wall (11) is contacted with soil (100) is vertical wall, and left wall (11) is located at
The wall of built on stilts chamber (5) 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) wall contacting with soil (100) is vertical wall, and the wall that right wall (12) is located at built on stilts chamber (5) side is skew wall face.
8. pavement as claimed in claim 1 comprehensive pipe network and drainage system, is characterized in that：Hole on hollow out base plate (2)
For up big and down small hole.
9. pavement as claimed in claim 1 comprehensive pipe network and drainage system, is characterized in that：When U-shaped ditch (1) is crisscross
When, the connection well amplifying the scale of construction is set in intervening portion, and determines relative elevation as needed.
10. pavement as claimed in claim 1 comprehensive pipe network and drainage system, is characterized in that：U-shaped ditch (1) and water storage box
(3) can build by laying bricks or stones it is also possible to cast-in-place or Prefabrication.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620646640.4U CN205954791U (en) | 2016-06-28 | 2016-06-28 | People moving walkways complex pipe network and hold drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620646640.4U CN205954791U (en) | 2016-06-28 | 2016-06-28 | People moving walkways complex pipe network and hold drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954791U true CN205954791U (en) | 2017-02-15 |
Family
ID=57968673
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620646640.4U Withdrawn - After Issue CN205954791U (en) | 2016-06-28 | 2016-06-28 | People moving walkways complex pipe network and hold drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954791U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971091A (en) * | 2016-06-28 | 2016-09-28 | 衡阳市金泓建筑装饰设计有限公司 | Sidewalk based integrated pipe network and drainage system |
-
2016
- 2016-06-28 CN CN201620646640.4U patent/CN205954791U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971091A (en) * | 2016-06-28 | 2016-09-28 | 衡阳市金泓建筑装饰设计有限公司 | Sidewalk based integrated pipe network and drainage system |
| CN105971091B (en) * | 2016-06-28 | 2019-04-02 | 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170215 Effective date of abandoning: 20190402 |
|
| AV01 | Patent right actively abandoned |