CN105971092A - Integrated pipe network and drainage system under for pavement - Google Patents
Integrated pipe network and drainage system under for pavement Download PDFInfo
- Publication number
- CN105971092A CN105971092A CN201610477529.1A CN201610477529A CN105971092A CN 105971092 A CN105971092 A CN 105971092A CN 201610477529 A CN201610477529 A CN 201610477529A CN 105971092 A CN105971092 A CN 105971092A
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- CN
- China
- Prior art keywords
- wall
- pipe network
- shaped ditch
- slide bar
- footpath
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/001—Methods, systems, or installations for draining-off sewage or storm water into a body of 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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
Abstract
An integrated pipe network and drainage system for a pavement. The system comprises water collecting wells, wherein the water collecting wells are arranged below sides of the pavement at intervals, water-permeable cover plates A are arranged at water collecting ports at upper ends of the water collecting wells, the adjacent water collecting wells communicate with each other through a rainwater pipeline; and the rainwater pipelines communicate with a water drainage terminal; water outlets A are formed in side walls of the water collecting wells. The system further comprises U-shaped ditches, hollowed-out bottom plates and cushion layers, each U-shaped ditch comprises a left wall, a right wall and a connection plate connected to the lower end of the left wall and the lower end of the right wall, drainage holes are formed in each connection plate at intervals, the hollowed-out bottom plates are road surfaces of the pavement and mounted at the upper ends of the U-shaped ditches, and an overhead cavity is formed between each hollowed-out bottom plate and the corresponding U-shaped ditch; the cushion layers are arranged at lower ends of the U-shaped ditches; water inlets A of the U-shaped ditches communicate with the water outlets of the water collecting wells through pipelines. The system has the advantages as follows: establishment of an ecological city is facilitated, the municipal integrated pipe network can be accommodated, urban inland inundation is prevented, and formation of lakes on a road is prevented.
Description
Technical field
The present invention relates to urban drainage pipe network system, particularly a kind of footpath comprehensive pipe network and drainage system.
Background technology
China has a lot of city to there will be waterlogging, except the frequency of occurrences of exceedingly odious weather is high when meeting with heavy showers
Outside reason, urban construction itself there is also problem.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 hydrops on road surface.City integrated pipe network system unmatched with urban development speed is 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 to be existing city integrated drainage pipeline networks
The deficiency that system exists, two is that urban road ground seepage of water water absorption is bad.
In city, mainly tube road carrys out draining, and the past is " underground after the most on the ground " development, and infrastructure is delayed, standard deviation
Low, cause the most increasing city that waterlogging phenomenon occurs.Wanting now to change this state, what everybody was easiest to expect is exactly
Pipe overstriking, but underground is not only one of which drain pipe: along with city size constantly expands, urban pipe network density is more come
The biggest, supply water, supply, power, the comprehensive pipeline such as fuel feeding is arranged in underground, add because various repeatedly excavating, keep in repair, adding pipe
The reasons such as road, Urban Buried Pipeline Network is intricate, disorderly and unsystematic, there is too many potential safety hazard, just as variable interval " underground explode
Bullet ".So do not have leeway, space to carry out overstriking drainage pipeline at all.
Road congestion can be a local widening, but water pipe widens what use a local does not has.As can be seen here,
Solve current urban waterlogging problem, 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
In life of urban resident caused the biggest negative influence.
And city various pipeline pipeline is buried in underground, inherently limits 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 be backward in the near future, and deep
Pipeline pipeline under buried wants enlarging, in the city that life density is the highest, the most attainable.
The most therefore this result in the difficult situation that each big city of current China occurs for waterlogging problem: old town, overstriking
Pipeline is the most unworkable, and cost is technically all problem, and Xincheng District, even if improve design requirement, but some is regional
The problem still occurring in that draining.As can be seen here, for municipal drainage, simple relying on 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:
1, the simple pipe diameter size changing pipeline that relies on increases city rainwater drainage ability.Do not possesses motility.
2, drainage pipeline itself does not have water penetration, and rainwater can not be diluted in underground, to such an extent as to drainage pipeline
Discharge pressure is big, easily causes and blocks up.
3, old town pipe network does not possess the condition of enlarging, or enlarging cost price is the highest.
4, some confluence of rainwater and sewage pipelines of old town, because building and communal facility density are relatively big, do not have the leeway of reconstruction.
5, City Buried Pipeline is intricate, mutually limits sustainable development space.
6, adding and keep in repair the ground that pipeline is both needed in excavation path, cost and difficulty of construction are the highest.And can be to city
City's traffic and life of urban resident cause and have a strong impact on.
7, the buried underground of pipeline, it is the highest to there is various restrictive factor, difficulty and cost in later maintenance maintenance.
8, as shown in Figure 8, existing sump 9 is the straight tube shape that upper lower section is basically identical, and its upper end inlet 91 is received
Contracting, effective water permeable area of the permeable cover plate 92 at sump 9 inlet 91 is less.Cause instantaneous drain discharge and flow velocity relatively
Little, especially at the road of low-lying physical features, when meeting strong rainstorms, even if during the non-full load condition of subsoil drain, also can easily lead
Cause surface gathered water, form lake on road.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, and a kind of footpath comprehensive pipe network and drainage system are provided.
It solving the reconstruction of city integrated pipe network, enlarging cost height, drainability is poor, the problem that later period maintenance difficulty is big, and improves
The security performance of city integrated pipe network and reduction difficulty of construction cost, also provide convenience for the maintenance of later stage comprehensive pipe network.
The technical scheme is that a kind of footpath comprehensive pipe network and drainage system, including sump；Sump is spaced
Be arranged on below runway side, be provided with permeable cover plate A at its upper end inlet, between adjacent sump, pass through rain pipe
Road connects, and storm sewer connects with draining terminal；
The sidewall of sump is provided with water outlet A；
It also includes U-shaped ditch, hollow out base plate and bed course；
U-shaped ditch includes left wall, right wall and is connected to left wall and the connecting plate of You Bi lower end；Leaking hole it is interval with on connecting plate；
Hollow out base plate is the road surface of footpath, and it is arranged on U-shaped ditch upper end, forms built on stilts chamber between itself and U-shaped ditch；
Bed course is located at U-shaped ditch lower end；
Pipeline communication is passed through between water inlet A and the outlet of sump of U-shaped ditch.
The further technical scheme of the present invention is: pipe water bottom portion is higher than storm sewer port top, both height
Degree difference is 5-10cm.
The present invention further technical scheme is: it also includes being located at the midget tube line bracket mechanism on top, built on stilts chamber；
Midget tube line bracket mechanism includes a bearing, slide bar crossbeam and vertical drop in beam；Prop up bearing and be symmetrically arranged at left wall and the You Bi of U-shaped ditch
On；Slide bar crossbeam two ends are separately mounted in a bearing；Vertically drop in beam upper end is associated with slide bar crossbeam, vertically by slide assemblies
In drop in beam, bottom be provided with multiple pipeline suspension member A.
The present invention further technical scheme is: slide bar crossbeam is I-steel；Slide assemblies include two roller shafts and
Two rollers；Two roller shafts are respectively and fixedly connected on the two side of vertical drop in beam, and two rollers are separately mounted to two roller shafts
Go up and be positioned at slide bar crossbeam both sides and with slide bar crossbeam Structure deformation, vertical drop in beam can by roller on slide bar crossbeam sliding
Dynamic.
The present invention 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, and moveable roller is arranged on pulley spindle, and are determined in the axial direction
Position, and between the two side of vertical drop in beam, and it being positioned at slide bar crossbeam upper end, vertical drop in beam can be by pulley at slide bar crossbeam
Upper slip.
The present invention further technical scheme is: the left wall of U-shaped ditch and/or right wall are provided with pipeline suspension member B, and pipeline is hung
Part B is positioned at top, built on stilts chamber.
The present invention further technical scheme is: left wall and/or the You Bi lower end of U-shaped ditch are provided with gutter；U-shaped ditch
Left wall and/or right wall sidewall are provided with the water inlet A being connected with gutter.
The present invention further technical scheme is: the cross section of U-shaped ditch left wall is up-small and down-big right-angled trapezium, left wall with
The wall of soil contact is vertical wall, and it is skew wall face that left wall is positioned at the wall of side, built on stilts chamber；The cross section of the right wall of U-shaped ditch is presented
Little lower big right-angled trapezium, the wall that right wall contacts with soil is vertical wall, and it is oblique that right wall is positioned at the wall of side, built on stilts chamber
Wall.
The present invention further technical scheme is: on sump, lower section is T-shaped, and its upper end inlet is the loudspeaker expanded
Shape.
The present invention further technical scheme is: the hole on hollow out base plate is up big and down small hole.
Advantages of the present invention is embodied in following four aspect:
1, with low cost.
A, structure treatment low cost: present invention is mainly applied to below footpath, for carrying the weight of people, so structure
Carrying grade relatively low, only highway carrying 1/100 less than；Cutting depth is shallow, and Structural strength calls is the highest.
B, maintenance cost are low: the present invention sets up and overhaul pipe network without earth excavation, opens hollow out base plate the most operable；Tool
Having inspection operation space, maintenance is convenient；Base structure is stable, does not sinks, it is to avoid pipe network ruptures and sinks with footpath, affects resident
Life.
2, function and service.
A, contribute to setting up Eco-city: ombrophyte on the backfill soil below hollow out base plate, can be planted, increase city
Green coverage, purifies air, improves oxygen content in urban air.
B, city integrated pipe network can be accommodated: the built on stilts intracavity that is arranged on of city integrated pipeline rational and orderly can be optimized city
Comprehensive pipeline path, city, makes the management of comprehensive pipeline and safeguards more efficient.
C, prevent urban waterlogging: can increase substantially rainwater discharge efficiency, when heavy rain arrives, rainwater is introduced into runway
In the sump of down either side, then it is emitted in rivers by storm sewer, when storm sewer reaches at full capacity, in sand sediment trap
A part of rainwater enter gutter, the water in gutter is emitted in rivers, alleviates storm sewer (sewer) draining
Pressure；When meeting with extra torrential rain, gutter reaches at full capacity, and now rainwater overflows from gutter, overflows to built on stilts intracavity, built on stilts
Chamber forms the drainage space identical with gutter character, and now drainage area decades of times bigger than the drainage area of storm sewer, has
Effect solves urban waterlogging problem.
D, prevent formed " lake on road ".On sump, lower section is T-shaped, and its upper end inlet is the tubaeform of expansion.
This structure makes the area of the permeable cover plate A resting on the ground be increased accordingly, maybe can arrange polylith permeable cover plate A, reach
To increasing drain discharge and flow velocity, improve the effect of drainage efficiency.Its principle is to make the area of permeable cover plate A on ground sufficiently large
To ensure excretion efficiency during especially big rainfall.
3, 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
The amount backfill earthwork is piled up and is affected resident's traffic, life, welding.
B, on road traffic impact little: constructing the most on pavement, construction operation scope is little, be not required to road closure 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, right
Life of urban resident impact is little.
4, applied widely.
A, the present invention can be applicable to the ground such as urban human trade, city square, Urban Parks and residential neighborhoods.
Below in conjunction with figure, the invention will be further described with embodiment.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention 1；
Fig. 2 is the structural representation of the midget tube line bracket mechanism of embodiment 1；
Fig. 3 is the A-A sectional view of Fig. 2；
Fig. 4 is the B-B sectional view of Fig. 1；
Fig. 5 is the top view of Fig. 4；
Fig. 6 is the structural representation of the midget tube line bracket mechanism of embodiment 2；
Fig. 7 is the C-C sectional view of Fig. 6；
Fig. 8 is the structural representation of existing sump.
Detailed description of the invention
Embodiment 1:
As Figure 1-5: a kind of footpath comprehensive pipe network and drainage system, including U-shaped ditch 1, hollow out base plate 2, bed course 3 and catchment
Well 4.
U-shaped ditch 1 includes left wall 11, right wall 12 and is connected to the connecting plate 13 of left wall and You Bi lower end.Right wall 12 lower end sets
Gutter 121, upper end, gutter 121 is had to be provided with permeable cover plate B1212.Right wall 12 sidewall is provided with and is connected with gutter 121
Water inlet A 122.Leaking hole 131 it is interval with, it is simple to rain penetration is entered in soil 100 on connecting plate 13.U-shaped ditch 1 can be built
Build, it is also possible to cast-in-place or Prefabrication.When U-shaped ditch 1 is crisscross, the connection well amplifying the scale of construction is set at intervening portion,
And determine relative elevation as required.
Hollow out base plate 2 is the road surface of footpath 21, and it is arranged on U-shaped ditch 1 upper end, forms built on stilts chamber between itself and U-shaped ditch 1
5.Hole on hollow out base plate 2 is up big and down small hole, in order to the light application time of ombrophyte 54 in the built on stilts chamber 5 of prolongation.Built on stilts chamber 5
Top is little is provided with type line holder mechanism 7.The bottom in built on stilts chamber 5 is backfilled with loose ground 51, is embedded with soil pipe in loose ground 51
Line 52 and big-and-middle-sized pipeline group 53, on loose ground 51, plantation has ombrophyte 54.Big-and-middle-sized pipeline group 53 includes natural gas tube
Line and oil circuit pipeline.
Bed course 3 is located at U-shaped ditch 1 lower end, and contacts with the bottom surface of U-shaped ditch 1.
What sump 4 was spaced is arranged on below runway 41 side, is provided with permeable cover plate A42 at its upper end inlet 45,
Its sidewall is provided with water outlet A 44.Being connected by storm sewer 43 between adjacent sump 4, storm sewer 43 is with draining eventually
End connection.Draining terminal is rivers or sewage treatment plant.
Connected by pipeline 6 between water inlet A 122 and the outlet 44 of sump 4 of U-shaped ditch 1.
Midget tube line bracket mechanism 7 includes a bearing 71, slide bar crossbeam 72 and vertical drop in beam 73.Prop up bearing 71 to be symmetrically arranged at
In the left wall 11 of U-shaped ditch 1 and right wall 12.Slide bar crossbeam 72 two ends are separately mounted in a 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 includes 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 positioned at
The both sides of slide bar crossbeam 72 and with slide bar crossbeam 72 Structure deformation, vertical drop in beam 73 can be by roller 752 on slide bar crossbeam 72
Slide.
Preferably, higher than storm sewer 43 port top bottom pipeline 6 water inlet end, both differences in height are 5-10cm.When meeting with
Meeting heavy rain, when storm sewer 43 reaches at full capacity, the remaining water in sump 4 can be introduced gutter 121, to alleviate rain by pipeline 6
The discharge pressure of waterpipe 43.
Preferably, the left wall 11 of U-shaped ditch 1 and right wall 12 are provided with pipeline suspension member B14, pipeline suspension member B14 and are positioned 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 cross section of U-shaped ditch 1 left wall 11 is up-small and down-big right-angled trapezium, the wall that left wall 11 contacts with soil 100
For vertical wall, it is skew wall face that left wall 11 is positioned at the wall of side, built on stilts chamber 5；The cross section of the right wall of U-shaped ditch 1 12 is up-small and down-big
Right-angled trapezium, the wall that right wall 12 contacts with soil 100 is vertical wall, and it is oblique that right wall 12 is positioned at the wall of side, built on stilts chamber 5
Wall.This structure of U-shaped ditch 1 has excellent structural strength.
Preferably, on sump 4, lower section is T-shaped, and its upper end inlet 45 is tubaeform for expand.This structure can make position
Polylith can be arranged accordingly in ground permeable cover plate A42, reach to increase drain discharge and flow velocity, improve the effect of drainage efficiency
Really.
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 includes pulley spindle 753 and pulley 754；Pulley spindle 753 two ends are arranged on vertically extension
On the two side of beam 73, pulley 754 is movably arranged on pulley spindle 843, and is positioned in the axial direction, and is positioned at vertical drop in beam 73
Two side between, and be positioned at the roller groove of slide bar crossbeam 72 upper end, vertical drop in beam 73 can be by pulley 754 at slide bar crossbeam
Slide on 72.
The application of the summary present invention: footpath 21 and runway 41 lay respectively at the both sides of greenbelt.When heavy rain arrives,
Rainwater is introduced in the sump 4 of runway 41 down either side, then is emitted in rivers by storm sewer 43, storm sewer 43
When reaching at full capacity, a part of rainwater in sump 4 is entered in gutter 121 by pipeline 6.Gutter 121 and rivers or
Sewage treatment plant connects, and alleviates the pressure of storm sewer 43 draining, effectively solves urban waterlogging problem.
Claims (9)
1. footpath comprehensive pipe network and a drainage system, including sump (4)；What sump (4) was spaced is arranged on runway
(41), below side, its upper end inlet (45) place is provided with permeable cover plate A (42), passes through rainwater between adjacent sump (4)
Pipeline (43) connects, and storm sewer (43) connects with draining terminal；
It is characterized in that: the sidewall of sump (4) is provided with water outlet A (44)；
It also includes U-shaped ditch (1), hollow out base plate (2) and bed course (3)；
U-shaped ditch (1) includes left wall (11), right wall (12) and is connected to the connecting plate (13) of left wall and You Bi lower end；Connecting plate
(13) leaking hole (131) it is interval with on；
Hollow out base plate (2) is the road surface of footpath (21), and it is arranged on U-shaped ditch (1) upper end, forms frame between itself and U-shaped ditch (1)
Cavity (5)；
Bed course (3) is located at U-shaped ditch (1) lower end；Between water inlet A (122) and the outlet (44) of sump (4) of U-shaped ditch (1)
Connected by pipeline (6).
2. a kind of footpath comprehensive pipe network as claimed in claim 1 and drainage system, is characterized in that: at the bottom of pipeline (6) water inlet end
Portion is higher than storm sewer (43) port top, and both differences in height are 5-10cm.
3. a kind of footpath comprehensive pipe network as claimed in claim 1 or 2 and drainage system, is characterized in that: it also includes being located at
Midget tube line bracket mechanism (7) on built on stilts chamber (5) top；Midget tube line bracket mechanism (7) includes bearing (71), a slide bar crossbeam
And vertical drop in beam (73) (72)；Prop up bearing (71) to be symmetrically arranged on left wall (11) He Youbi (12) of U-shaped ditch (1)；Slide bar crossbeam
(72) two ends are separately mounted in a bearing (71)；Vertically drop in beam (73) upper end is closed with slide bar crossbeam (72) by slide assemblies
Connection, in vertical drop in beam (73), bottom be provided with multiple pipeline suspension member A (74).
4. a kind of footpath comprehensive pipe network as claimed in claim 3 and drainage system, is characterized in that: slide bar crossbeam (72) is work
Word steel；
Slide assemblies includes 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) and above and are positioned at slide bar crossbeam (72)
Both sides and with slide bar crossbeam (72) Structure deformation, it is upper sliding at slide bar crossbeam (72) that vertical drop in beam (73) can pass through roller (752)
Dynamic.
5. a kind of footpath comprehensive pipe network as claimed in claim 3 and drainage system, is characterized in that: slide bar crossbeam (72) is side
Steel；
Slide assemblies includes pulley spindle (753) and pulley (754)；Pulley spindle (753) two ends are arranged on the two of vertical drop in beam (73)
On sidewall, pulley (754) is movably arranged on pulley spindle (843), and is positioned in the axial direction, and is positioned at vertical drop in beam (73)
Between two side, and being positioned at slide bar crossbeam (72) upper end, vertical drop in beam (73) can pass through pulley (754) on slide bar crossbeam (72)
Slide.
6. a kind of footpath comprehensive pipe network as described in claim 4 or 5 and drainage system, is characterized in that: a left side for U-shaped ditch (1)
Wall (11) and/or right wall (12) are provided with pipeline suspension member B (14), and pipeline suspension member B (14) is positioned at built on stilts chamber (5) top；U-shaped ditch
(1) left wall (11) and/or right wall (12) lower end are provided with gutter (121), the left wall (11) of U-shaped ditch (1) and/or right wall (12)
Sidewall is provided with the water inlet A (122) being connected with gutter (121).
7. a kind of footpath comprehensive pipe network as claimed in claim 6 and drainage system, is characterized in that: U-shaped ditch (1) left wall (11)
Cross section be up-small and down-big right-angled trapezium, the wall that left wall (11) contacts with soil (100) is vertical wall, left wall (11) position
Wall in built on stilts chamber (5) side is skew wall face；The cross section of U-shaped ditch (1) right wall (12) is up-small and down-big right-angled trapezium, right wall
(12) wall contacted with soil (100) is vertical wall, and it is skew wall face that right wall (12) is positioned at the wall of built on stilts chamber (5) side.
8. a kind of footpath comprehensive pipe network as claimed in claim 7 and drainage system, is characterized in that: sump (4) cuts up and down
Face is T-shaped, and its upper end inlet (45) is tubaeform for expand.
9. a kind of footpath comprehensive pipe network as claimed in claim 1 and drainage system, is characterized in that；In hollow out ground base plate (2)
Hole be up big and down small hole.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610947613.5A CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
| CN201610477529.1A CN105971092A (en) | 2016-06-28 | 2016-06-28 | Integrated pipe network and drainage system under for pavement |
| CN201610937851.8A CN107542105A (en) | 2016-06-28 | 2016-11-01 | The integral type piping lane built using the pavement underground space |
| CN201610936115.0A CN107542106A (en) | 2016-06-28 | 2016-11-01 | The pipe gallery built using the pavement underground space |
| CN201610937843.3A CN107542107A (en) | 2016-06-28 | 2016-11-01 | The dome type piping lane built using the pavement underground space |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610477529.1A CN105971092A (en) | 2016-06-28 | 2016-06-28 | Integrated pipe network and drainage system under for pavement |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610947613.5A Division CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971092A true CN105971092A (en) | 2016-09-28 |
Family
ID=57019267
Family Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610947613.5A Active CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
| CN201610477529.1A Pending CN105971092A (en) | 2016-06-28 | 2016-06-28 | Integrated pipe network and drainage system under for pavement |
| CN201610936115.0A Withdrawn CN107542106A (en) | 2016-06-28 | 2016-11-01 | The pipe gallery built using the pavement underground space |
| CN201610937851.8A Withdrawn CN107542105A (en) | 2016-06-28 | 2016-11-01 | The integral type piping lane built using the pavement underground space |
| CN201610937843.3A Withdrawn CN107542107A (en) | 2016-06-28 | 2016-11-01 | The dome type piping lane built using the pavement underground space |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610947613.5A Active CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610936115.0A Withdrawn CN107542106A (en) | 2016-06-28 | 2016-11-01 | The pipe gallery built using the pavement underground space |
| CN201610937851.8A Withdrawn CN107542105A (en) | 2016-06-28 | 2016-11-01 | The integral type piping lane built using the pavement underground space |
| CN201610937843.3A Withdrawn CN107542107A (en) | 2016-06-28 | 2016-11-01 | The dome type piping lane built using the pavement underground space |
Country Status (1)
| Country | Link |
|---|---|
| CN (5) | CN107542149B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638681A (en) * | 2016-12-19 | 2017-05-10 | 北京建筑大学 | Integrated pipe gallery |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894246A (en) * | 2018-06-25 | 2018-11-27 | 四川省场道工程有限公司 | A kind of Urban Underground Complex |
| CN109339099B (en) * | 2018-11-08 | 2023-09-22 | 北京场道市政工程集团有限公司 | Municipal works road pavement structure |
| CN109339097A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | It is a kind of with waterproof, the underground pipe gallery structure of drain function |
| CN110761139B (en) * | 2019-11-06 | 2021-12-28 | 广西青辉环保技术有限责任公司 | Water storage floor tile for sponge city |
| CN112647379B (en) * | 2020-07-28 | 2022-12-23 | 毕节远大建筑工程开发有限责任公司 | Municipal works road richly lays structure |
| CN112443029A (en) * | 2020-11-25 | 2021-03-05 | 中国电建集团华东勘测设计研究院有限公司 | Bypass type drainage pipeline inspection well structure and construction method thereof |
| CN115288193A (en) * | 2022-08-08 | 2022-11-04 | 中铁二局集团有限公司 | Space large-span dome structure construction method based on multilayer operation platform |
| CN115506402A (en) * | 2022-09-23 | 2022-12-23 | 上海电器科学研究所（集团）有限公司 | Emergency flood control system for underground pipe gallery |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05230846A (en) * | 1992-02-19 | 1993-09-07 | Fujita Corp | Construction method of underground structure by reverse-placing construction method |
| CN103397662A (en) * | 2013-08-12 | 2013-11-20 | 上海市城市建设设计研究总院 | Comprehensive pipe gallery structure |
-
2016
- 2016-06-28 CN CN201610947613.5A patent/CN107542149B/en active Active
- 2016-06-28 CN CN201610477529.1A patent/CN105971092A/en active Pending
- 2016-11-01 CN CN201610936115.0A patent/CN107542106A/en not_active Withdrawn
- 2016-11-01 CN CN201610937851.8A patent/CN107542105A/en not_active Withdrawn
- 2016-11-01 CN CN201610937843.3A patent/CN107542107A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638681A (en) * | 2016-12-19 | 2017-05-10 | 北京建筑大学 | Integrated pipe gallery |
| CN106638681B (en) * | 2016-12-19 | 2019-07-19 | 北京建筑大学 | A kind of pipe gallery |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107542149A (en) | 2018-01-05 |
| CN107542107A (en) | 2018-01-05 |
| CN107542149B (en) | 2019-07-26 |
| CN107542106A (en) | 2018-01-05 |
| CN107542105A (en) | 2018-01-05 |
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