CN107542106A - The pipe gallery built using the pavement underground space - Google Patents
The pipe gallery built using the pavement underground space Download PDFInfo
- Publication number
- CN107542106A CN107542106A CN201610936115.0A CN201610936115A CN107542106A CN 107542106 A CN107542106 A CN 107542106A CN 201610936115 A CN201610936115 A CN 201610936115A CN 107542106 A CN107542106 A CN 107542106A
- Authority
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- China
- Prior art keywords
- chamber
- pipeline
- piping lane
- sump
- pipe gallery
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Sewage (AREA)
Abstract
The pipe gallery built using the pavement underground space, including piping lane body；Piping lane body is located at below pavement, and its inner chamber is provided with dividing plate horizontally disposed and with inspection manhole, and piping lane intracoelomic cavity is divided into composite duct chamber and drain chamber by dividing plate；Drain chamber is located at the lower end of composite duct chamber, and its cavity wall is provided with the first water main inlet port, is provided with sewage conduct chamber in it；Composite duct intracavitary is provided with gas pipeline chamber and cable channel chamber.The present invention is used cooperatively with the existing sump in city, can increase substantially rainwater discharge efficiency.When heavy rain arrives, a rainwater part flows into sump, and a part penetrates into soil by greenbelt.A part of rainwater passes sequentially through delivery port, pipeline, the first water main inlet port and enters drain chamber in sump.Water in soil penetrates into drainage mechanism, then enters drain chamber by secondary water inlet, and drain chamber directly or indirectly connects with rivers.
Description
Technical field
The present invention relates to urban drainage pipe network system, particularly a kind of integrated pipe built using the pavement underground space
Corridor.
Background technology
China has many cities that waterlogging occurs when meeting with heavy showers, except the frequency of occurrences of exceedingly odious weather is high
Outside reason, there is also problem in itself for urban construction.Substantial amounts of hard is mated formation, such as asphalt road, cement pavement, its permeability during rainfall
It is bad, it is not easy to infiltrate, easily form the ponding on road surface.And with the unmatched city integrated pipe network system of urban development speed then
It is to trigger the most important factor of waterlogging.
Therefore, causing the principal element of current urban waterlogging problem has two:First, existing city integrated drainage pipeline networks
It is insufficient existing for system, second, urban road ground seepage of water water imbibition is bad.
It is mainly that tube road carrys out draining in city, is " underground behind first ground " development in the past, infrastructure lags, standard deviation
It is low, cause increasing city generation waterlogging phenomenon at present.Want to change this state now, what everybody was easiest to expect is exactly
Pipe overstriking, but underground is not an only drainpipe:As city size constantly expands, urban pipe network density is more next
Bigger, the comprehensive pipeline such as water supply, supply, power supply, fuel feeding is arranged in underground, excavates repeatedly, repairs, adds pipe plus because various
The reasons such as road, Urban Buried Pipeline Network is intricate, disorderly and unsystematic, too many potential safety hazard be present, just as not timing " underground is fried
Bullet ".So overstriking drainage pipeline is carried out in no space leeway at all.
Road congestion can a local widening, but water pipe widens what use is a part do not have.As can be seen here,
Solve the problems, such as current urban waterlogging, increase the drainability of urban discharging pipeline, it is simple pipeline overstriking and infeasible, thing
In reality also do not have space and leeway, 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, the sustainable development space in later stage itself is limited:At present
Urban development speed is quite fast, instantly can meet demand design requirement, it is more likely that be backward in the near future, and deep
Pipeline pipeline under buried wants to extend, almost not achievable in the so high city of life density.
Therefore this also result in the difficult situation that each big city in current China occurs for waterlogging problem：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.As can be seen here, for municipal drainage, the simple mode solution by increase drainage pipe diameter is never
Root problem.
In summary, problems with and deficiency be present in the city integrated pipe network system continued to use instantly：
1st, it is simple to increase city rainwater drainage ability by the pipe diameter size for changing pipeline.Do not possess flexibility.
2nd, drainage pipeline does not have water penetration in itself, 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, the leeway do not reconstructed.
5th, City Buried Pipeline is intricate, mutually limits sustainable development space.
6th, add and repair pipeline to be both needed to excavate the ground in 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.
There are various restrictive factors in the 7th, the buried underground of pipeline, later maintenance maintenance, difficulty and cost are all higher.
The content of the invention
The purpose of the present invention is overcome the deficiencies in the prior art, and provide it is a kind of utilize the pavement underground space build it is comprehensive
Close piping lane.The problem of it solves the reconstruction of city integrated pipe network, enlarging cost height, and drainability is poor, and later period maintenance difficulty is big,
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 scheme is that：The pipe gallery built using the pavement underground space, including piping lane body；Piping lane body
Below pavement, its inner chamber is provided with dividing plate horizontally disposed and with inspection manhole, and piping lane intracoelomic cavity is divided into by dividing plate
Composite duct chamber and drain chamber；Drain chamber is located at the lower end of composite duct chamber, and its cavity wall is provided with the first water main inlet port, sets in it
There is sewage conduct chamber, sewage conduct chamber cavity wall is provided with sewage inlet；Composite duct intracavitary is provided with gas pipeline chamber and cable
Duct chamber；Piping lane body cover plate is installed, the upper end of gas pipeline chamber and cable channel chamber is opened at the upper end open of composite duct chamber
Piping shaft cover plate is installed at mouthful.
Further technical scheme is the present invention：It also includes sump；Sump be located at below runway side and
Delivery port is provided with by pipeline communication, sump side wall between arrangement, adjacent sump；The delivery port of sump passes through pipe
Road connects with the first water main inlet port of drain chamber.
Further technical scheme is the present invention：Drain chamber cavity wall is provided with time water inlet；It also includes drainage mechanism,
Drainage mechanism includes gear mud wall, filtering material and permeable cover plate, and gear mud wall is located at the bottom of curb on the inside of greenbelt, itself and pipe
The lateral wall of corridor body is combined to form drainage chamber, and filtering material is filled in drainage chamber, and permeable cover plate is located at drainage top of chamber；Drainage
Chamber connects with the secondary water inlet of drain chamber, and the water in filtering material can enter drain chamber by secondary water inlet.
Technical scheme of the invention further is：The internal side wall of composite duct chamber is provided with the extension for being used for shelving pipeline
Part.
Technical scheme of the invention further is：Composite duct intracavitary portion arranged for interval has more backbars and multiple pipes
Line bracket；Backbar lower end is connected with dividing plate, and upper end is connected with piping lane body cover plate, which is provided with multiple supports for being used to shelve pipeline
Plate；Line holder lower end is connected on dividing plate, which is provided with multiple supporting plates for being used to shelve pipeline.
Technical scheme of the invention further is：Drain chamber cavity wall is provided with the second water main inlet port, the second water main inlet port
The rainwater branched pipe of Urban Underground is connected by pipeline.
Technical scheme of the invention further is：The delivery port of sump, the first water main inlet port of drain chamber and draining
The secondary water inlet of chamber is equipped with the filter screen for filtering debris.
The present invention has the following advantages that compared with prior art：
1st, cost is cheap.
A, pattern handling cost is low：Present invention is mainly applied to pavement lower section, for carrying the weight of people, so structure
Carry grade it is relatively low, 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 sets up and overhauled pipe network without earth excavation, and it is operable to open piping lane body cover plate；
With inspection operation space, maintenance facility；Foundation structure is stable, does not sink, and avoids pipe network rupture and pavement from sinking, influences to occupy
The people's livelihood is lived.
2nd, function and service.
A, city integrated pipe network can be accommodated：City integrated pipeline rational and orderly can be arranged on composite duct intracavitary, it is excellent
Change city integrated pipeline path, make the management of comprehensive pipeline and safeguard more efficient；Need individually isolation arrangement gas pipeline and
High-tension cable can be arranged in gas pipeline chamber and cable channel chamber.
B, there is water storage function：Drain chamber can collect rainwater in the rainy day, be output to when needing with water by pipeline and use water
Terminal, make rainwater cycling and reutilization, to save valuable water resource.
C, urban waterlogging is prevented：It can be used cooperatively with the existing sump in city, increase substantially rainwater discharge efficiency.When
When heavy rain arrives, a rainwater part flows into sump, and a part penetrates into soil by greenbelt.In sump a part of rainwater according to
It is secondary that drain chamber is entered by delivery port, pipeline, the first water main inlet port.Water in soil penetrates into drainage mechanism, then passes through secondary water inlet
Mouth enters drain chamber, and drain chamber directly or indirectly connects with rivers.
3rd, it is 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 influenceed small：Only construct on pavement, construction operation scope is small, is not required to close a road to traffic or only needs 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.
4th, it is 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.
Brief description of the drawings
Fig. 1 is the overlooking the structure diagram of the present invention；
Fig. 2 is Fig. 1 A-A sectional views；
Fig. 3 is Fig. 1 B-B sectional views；
Fig. 4 is Fig. 2 C-C sectional views.
Embodiment
Embodiment 1：
As Figure 1-4, the pipe gallery built using the pavement underground space, including piping lane body 1, sump 4 and filter
Water dispenser structure.
Piping lane body 1 is located at the lower section of pavement 97, and its inner chamber is provided with dividing plate 14 horizontally disposed and with inspection manhole 141,
Piping lane intracoelomic cavity is divided into composite duct chamber 16 and drain chamber 15 by dividing plate 14.
Drain chamber 15 is located at the lower end of composite duct chamber 16, and its cavity wall is provided with the first water main inlet port 151, secondary water inlet
152 and second water main inlet port 153, the second water main inlet port 153 can pass through the rainwater branched pipe that pipeline connects Urban Underground.Drain chamber
15 interior lower ends are provided with sewage conduct chamber 11, and the cavity wall of sewage conduct chamber 11 is provided with sewage inlet 111, sewage inlet 111
The branch sewer of Urban Underground is distributed in by pipeline connection.
Gas pipeline chamber 12 and cable channel chamber 13 are provided with composite duct chamber 16.The cavity wall of composite duct chamber 16 is provided with
For shelving the suspension member 18 of pipeline.The inside arranged for interval of composite duct chamber 16 has more backbars 17 and multiple line holders 19；
The lower end of backbar 17 is connected with dividing plate 14, and upper end is connected with piping lane body cover plate 2, which is provided with multiple supports for being used to shelve pipeline
Plate；The lower end of line holder 19 is connected on dividing plate 14, which is provided with multiple supporting plates for being used to shelve pipeline.Composite duct chamber 16
Piping lane body cover plate 2 is installed at upper end open.Independence is installed at the upper end open of gas pipeline chamber 12 and cable channel chamber 13
The piping shaft cover plate 3 of formula or monoblock type.
Sump 4 is located at below the side of runway 99 and arranged for interval, is connected between adjacent sump 4 by pipeline 42,
The side wall of sump 4 is provided with delivery port 41, and the delivery port 41 of sump 4 passes through pipeline and the first water main inlet port of drain chamber 15
151 connections.
Drainage mechanism includes gear mud wall 51, filtering material 52 and permeable cover plate 53, and gear mud wall 51 is located at the inner side of greenbelt 98
The bottom of curb, it is combined to form drainage chamber with the lateral wall of piping lane body 1, and filtering material 52 is filled in drainage chamber, permeable
Cover plate 53 is located at drainage top of chamber；Drainage chamber connects with the secondary water inlet 152 of drain chamber 15, and the water in filtering material 52 can pass through
Secondary water inlet 152 enters drain chamber 15 (being separated between filtering material 52 and secondary water inlet 12 by filter screen).
It is preferred that the first water main inlet port 151 of the delivery port 41 of sump 4, drain chamber 15 and the secondary water inlet of drain chamber 15
The filter screen for filtering debris is equipped with 152.
Sketch the application of the present invention：
Present invention sump 4 existing with city is used cooperatively, the function of shared draining.
When heavy rain arrives, the rainwater on runway 99 flows into sump 4, then passes sequentially through the delivery port on sump 4
41st, pipeline, the first water inlet 151 of drain chamber 15, into drain chamber 15；Rainwater on pavement 97 is oozed by permeable cover plate 53
In the filtering material 52 for entering drainage chamber, then drain chamber 15 entered by secondary water inlet 152, drain chamber 15 is directly or indirectly and rivers
Connection.
Claims (7)
1. the pipe gallery built using the pavement underground space, it is characterized in that：Including piping lane body (1)；Piping lane body (1) is located at people
Below trade (97), its inner chamber is provided with dividing plate (14) horizontally disposed and with inspection manhole (141), and dividing plate (14) is by piping lane body
Inner chamber is divided into composite duct chamber (16) and drain chamber (15)；Drain chamber (15) is located at the lower end of composite duct chamber (16), its chamber
Wall is provided with the first water main inlet port (151), is provided with sewage conduct chamber (11) in it, sewage conduct chamber (11) cavity wall is provided with sewage
Water inlet (111)；Gas pipeline chamber (12) and cable channel chamber (13) are provided with composite duct chamber (16)；Composite duct chamber (16)
Upper end open at piping lane body cover plate (2) is installed, pacify at the upper end open of gas pipeline chamber (12) and cable channel chamber (13)
Equipped with piping shaft cover plate (3).
2. the pipe gallery built as claimed in claim 1 using the pavement underground space, it is characterized in that：It also includes catchmenting
Well (4)；Sump (4) is located at below runway side and arranged for interval, passes through pipeline communication, collection between adjacent sump (4)
Well (4) side wall is provided with delivery port (41)；The delivery port (41) of sump (4) passes through pipeline and the first master of drain chamber (15)
Water inlet (151) connects.
3. the pipe gallery built as claimed in claim 2 using the pavement underground space, it is characterized in that：Drain chamber (15) chamber
Wall is provided with time water inlet (152)；It also includes drainage mechanism, drainage mechanism include gear mud wall (51), filtering material (52) and
Permeable cover plate (53), gear mud wall (51) are located at the bottom of curb on the inside of greenbelt (98), its lateral wall group with piping lane body (1)
Conjunction forms drainage chamber, and filtering material (52) is filled in drainage chamber, and permeable cover plate (53) is located at drainage top of chamber；Drainage chamber and row
The secondary water inlet (152) of water cavity (15) connects, and the water in filtering material (52) can enter drain chamber by secondary water inlet (152)
(15)。
4. the pipe gallery built using the pavement underground space as any one of claim 1-3, it is characterized in that：It is comprehensive
The internal side wall for closing duct chamber (16) is provided with the suspension member (18) for being used for shelving pipeline.
5. the pipe gallery built as claimed in claim 4 using the pavement underground space, it is characterized in that：Composite duct chamber
(16) internal arranged for interval has more backbars (17) and multiple line holders (19)；Backbar (17) lower end connects with dividing plate (14)
Connect, upper end is connected with piping lane body cover plate (2), which is provided with multiple supporting plates for being used to shelve pipeline；Line holder (19) lower end connects
It is connected on dividing plate (14), which is provided with multiple supporting plates for being used to shelve pipeline.
6. the pipe gallery built as claimed in claim 5 using the pavement underground space, it is characterized in that：Drain chamber (15) chamber
Wall is provided with the second water main inlet port (153), and the second water main inlet port (153) connects the rainwater branched pipe of Urban Underground by pipeline.
7. the pipe gallery built as claimed in claim 6 using the pavement underground space, it is characterized in that：Sump (4)
Secondary water inlet (152) place of delivery port (41), the first water main inlet port (151) of drain chamber (15) and drain chamber (15) is equipped with use
In the filter screen of filtering debris.
Applications Claiming Priority (2)
| 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 |
| CN2016104775291 | 2016-06-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107542106A true CN107542106A (en) | 2018-01-05 |
Family
ID=57019267
Family Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610477529.1A Pending CN105971092A (en) | 2016-06-28 | 2016-06-28 | Integrated pipe network and drainage system under for pavement |
| CN201610947613.5A Active CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
| CN201610937851.8A Withdrawn CN107542105A (en) | 2016-06-28 | 2016-11-01 | The integral type piping lane built using the pavement underground space |
| CN201610936115.0A Withdrawn CN107542106A (en) | 2016-06-28 | 2016-11-01 | The pipe gallery 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 (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610477529.1A Pending CN105971092A (en) | 2016-06-28 | 2016-06-28 | Integrated pipe network and drainage system under for pavement |
| CN201610947613.5A Active CN107542149B (en) | 2016-06-28 | 2016-06-28 | A kind of pavement comprehensive pipe network drainage system |
| CN201610937851.8A Withdrawn CN107542105A (en) | 2016-06-28 | 2016-11-01 | The integral type piping lane built using the pavement underground space |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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) | CN105971092A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638681B (en) * | 2016-12-19 | 2019-07-19 | 北京建筑大学 | A kind of pipe gallery |
| 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 |
| 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 CN201610477529.1A patent/CN105971092A/en active Pending
- 2016-06-28 CN CN201610947613.5A patent/CN107542149B/en active Active
- 2016-11-01 CN CN201610937851.8A patent/CN107542105A/en not_active Withdrawn
- 2016-11-01 CN CN201610936115.0A patent/CN107542106A/en not_active Withdrawn
- 2016-11-01 CN CN201610937843.3A patent/CN107542107A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107542149B (en) | 2019-07-26 |
| CN107542105A (en) | 2018-01-05 |
| CN107542107A (en) | 2018-01-05 |
| CN105971092A (en) | 2016-09-28 |
| CN107542149A (en) | 2018-01-05 |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180105 |