CN110409588A - A kind of rain penetration canal for sponge urban construction - Google Patents
A kind of rain penetration canal for sponge urban construction Download PDFInfo
- Publication number
- CN110409588A CN110409588A CN201810391765.0A CN201810391765A CN110409588A CN 110409588 A CN110409588 A CN 110409588A CN 201810391765 A CN201810391765 A CN 201810391765A CN 110409588 A CN110409588 A CN 110409588A
- Authority
- CN
- China
- Prior art keywords
- arch bridge
- bridge module
- shaped arch
- end side
- side panels
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 230000035515 penetration Effects 0.000 title claims abstract description 16
- 230000008595 infiltration Effects 0.000 claims description 10
- 238000001764 infiltration Methods 0.000 claims description 10
- 230000006835 compression Effects 0.000 claims description 8
- 238000007906 compression Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000009738 saturating Methods 0.000 claims description 2
- 238000003860 storage Methods 0.000 abstract description 8
- 244000025254 Cannabis sativa Species 0.000 abstract description 2
- 230000014759 maintenance of location Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/002—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
- E03F1/003—Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via underground elongated vaulted elements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to the storages in sponge urban construction to seep facility, seeps facility especially suitable for the storage below grass planting ditch and permeable pavement.The invention discloses a kind of rain penetration canals for sponge urban construction, including U-shaped arch bridge module and two end side panels；Several tell that U-shaped arch bridge module head and the tail are butted into block combiner, in block combiner head and the tail both ends snapping side plate, form rain penetration canal.The configuration of the present invention is simple, easy to assembly, saving labour can flexibly adapt to the requirement of saving of all kinds of specified conditions, and the strong rainwater of bearing capacity, which seeps, stores device.
Description
Technical field
The present invention relates to infiltration, stagnant, storage, infiltration only, in use, six macroplates of row, three storages, row sides in sponge urban construction
To facility, especially suitable for below grass planting ditch and permeable pavement storage seep facility.
Background technique
Sponge city refers to that city can adapt to environmental change and reply nature calamity as sponge on storm water man- agement
Evil etc. have good " elasticity ", rain when preferentially elements is utilized to drain, construction nature accumulation, naturally osmotic, certainly
So purification, the water stored when needing discharged and be used.
The case where that there are greenery areas is less for a lot of engineering project at this stage, and hardening area is more, specified conditions, and it is traditional
The modes such as rainwater collection pool, drainage ditch and drainage pipeline that there are areas occupied is big, rainwater reuse rate is low, cumbersome skill of constructing
Art defect, cannot the comprehensive sponge construction suitable for city；Therefore, in order to save and the specific condition of flexible adaptation and system
Storage capacity requirement improves rain penetration speed and water, supplies level of ground water, meets sponge urban construction code requirement, existing
There is a kind of rain penetration canal for sponge urban construction, be embedded in the space that underground forms storage rainwater, the present invention is preferably implemented
Example can track laying be adapted to specified conditions, can also two infiltration trench be stacked into pipe-like line arrangement, meet specified conditions
System memory size and permeation requirements have unusual practical significance for the construction in sponge city.
Summary of the invention
It is an object of the invention to solve above-mentioned technological deficiency, a kind of rain penetration for sponge urban construction is had developed
Canal, the further comprehensive infiltration for meeting sponge urban construction, storage, stagnant, net, use, the technical requirements of row.
In order to reach above-mentioned function, the Counter-techniques scheme made is:
The invention discloses a kind of rain penetration canals for sponge urban construction, including U-shaped arch bridge module and two end side panels；
Several described U-shaped arch bridge module head and the tail are butted into block combiner, in block combiner head and the tail both ends snapping side plate, form rainwater and seep
Saturating canal.Rain penetration canal can directly be laid, can also two infiltration trench be stacked into pipe-like line arrangement.
In the present invention, the U-shaped arch bridge module includes grid infiltration structure, top compression-resistant structure and the bottom of two sides
Support construction.
In the present invention, the top compression-resistant structure of the U-shaped arch bridge module is equipped with reinforcement rib structure and pipeline is reserved
Interface.
In the present invention, the lower support structure of the U-shaped arch bridge module is equipped with connection hole.
In the present invention, the U-shaped arch bridge structure module both ends are respectively equipped with four buckles.
In the present invention, the two end side panels edge is respectively equipped with four two-way buckles, is set in plate face there are four types of model
Pipeline spare interface.
Beneficial effect
The configuration of the present invention is simple, design rationally, have the characteristics that easy to assembly, saving labour, solve bar shaped road surface and be difficult to
The problem of design and construction, has the flexibly assembled ability for adapting to specified conditions.
Detailed description of the invention
Fig. 1 is a kind of perspective view of the rain penetration canal for the urban construction of sponge city of the present invention；Fig. 2 is the present invention one
Top view of the kind for the rain penetration canal of sponge city urban construction；
Fig. 3 is a kind of lateral plate structure schematic diagram of the rain penetration canal for the urban construction of sponge city of the present invention.
Specific embodiment
Below against attached drawing, the invention will be further described
As shown in Figure 1, the preferred embodiment of the present invention discloses a kind of rain penetration canal for sponge urban construction, including U
Type arch bridge module (1) and two end side panels (2), several U-shaped arch bridge module (1) head and the tail docking or opposite snapping form module group
It closes, in block combiner head and the tail both ends snapping side plate (2), forms rain penetration canal.
As shown in Fig. 2, U-shaped arch bridge module (1) includes grid infiltration structure (11), top compression-resistant structure (12) of two sides
With lower support structure (13), U-shaped arch bridge module (1) both ends are respectively equipped with four buckles (14), the top of U-shaped arch bridge module (1)
Portion's compression-resistant structure (12), which is equipped with, reinforces rib structure (121) and pipeline spare interface (122), the bottom of U-shaped arch bridge module (1)
Portion's support construction (13) is equipped with connection hole (131).
As shown in figure 3, two end side panels (2) edge is set there are four (21) are buckled, plate face is equipped with DN100 pipeline spare interface
(22), DN150 pipeline spare interface (23), DN200 pipeline spare interface (24), DN300 pipeline spare interface (25) and add
Strengthening tendons structure (26).
In conjunction with shown in Fig. 1 to Fig. 3, several U-shaped arch bridge modules (1) form module group by buckle (14) head and the tail docking
It closes, the corresponding installation of four buckles (21) of two end side panels (2) edge setting snaps onto the four of U-shaped arch bridge module (1) two sides setting
In a buckle (13), two end side panels (2) withstand U-shaped arch bridge structure module (1) at this time；So that when infiltration trench is by top and side
When pressure, support force can be further provided for, promotes compression strength.
In conjunction with shown in Fig. 1 to Fig. 3, rain penetration canal can directly be laid, can also two infiltration trench be stacked into pipe-like route
Laying.
The above content is only the preferred embodiment invented, and is not limited to invent, for those skilled in the art
For member, the present invention can have various changes to change.With within principle, made any modification is equal all spirit in invention
Replacement, improvement etc., should be included within scope of the presently claimed invention.
Claims (7)
1. the invention discloses a kind of rain penetration canal for sponge urban construction, including U-shaped arch bridge module and two end side panels；
Several tell that U-shaped arch bridge module head and the tail are butted into block combiner, in block combiner head and the tail both ends snapping side plate, form rainwater and seep
Saturating canal.
2. U-shaped arch bridge module according to claim 1, is characterized in that, the U-shaped arch bridge module includes the grid of two sides
Seep water structure, top compression-resistant structure and lower support structure.
3. U-shaped arch bridge module both ends according to claim 1 are respectively equipped with four buckles.
The structure 4. grid according to claim 2 seeps water, which is characterized in that have at left and right sides of the grid infiltration structure
Nine equally distributed concave-convex grids.
5. top compression-resistant structure according to claim 2, which is characterized in that the top compression-resistant structure, which is equipped with, reinforces rib
Structure and pipeline spare interface.
6. lower support structure according to claim 2, which is characterized in that the lower support structure is equipped with connecting hole
Hole.
7. the two end side panels according to claim 1, which is characterized in that two end side panels structure is identical, and two end side panels edge is set
There are four buckle, plate face be equipped with DN100 pipeline spare interface, DN150 pipeline spare interface, DN200 pipeline spare interface,
DN300 pipeline spare interface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810391765.0A CN110409588A (en) | 2018-04-27 | 2018-04-27 | A kind of rain penetration canal for sponge urban construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810391765.0A CN110409588A (en) | 2018-04-27 | 2018-04-27 | A kind of rain penetration canal for sponge urban construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110409588A true CN110409588A (en) | 2019-11-05 |
Family
ID=68346631
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810391765.0A Pending CN110409588A (en) | 2018-04-27 | 2018-04-27 | A kind of rain penetration canal for sponge urban construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110409588A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2025128874A1 (en) * | 2023-12-14 | 2025-06-19 | Advanced Drainage Systems, Inc. | Nesting stormwater chamber endcaps |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001016626A1 (en) * | 1999-09-02 | 2001-03-08 | Alcon Universal Ltd. | Covalently-bound, hydrophilic coating compositions for implants |
| CN106400926A (en) * | 2016-09-14 | 2017-02-15 | 北京泰宁科创雨水利用技术股份有限公司 | Seepage and drainage ditch system suitable for large-area sinking type greenbelt and construction method thereof |
| CN106759787A (en) * | 2017-01-23 | 2017-05-31 | 上海莱多实业有限公司 | The permeable canal of combined type |
| CN108331130A (en) * | 2017-01-19 | 2018-07-27 | 深圳志深建筑技术有限公司 | A kind of infiltration trench for dredging rainwater |
-
2018
- 2018-04-27 CN CN201810391765.0A patent/CN110409588A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001016626A1 (en) * | 1999-09-02 | 2001-03-08 | Alcon Universal Ltd. | Covalently-bound, hydrophilic coating compositions for implants |
| CN106400926A (en) * | 2016-09-14 | 2017-02-15 | 北京泰宁科创雨水利用技术股份有限公司 | Seepage and drainage ditch system suitable for large-area sinking type greenbelt and construction method thereof |
| CN108331130A (en) * | 2017-01-19 | 2018-07-27 | 深圳志深建筑技术有限公司 | A kind of infiltration trench for dredging rainwater |
| CN106759787A (en) * | 2017-01-23 | 2017-05-31 | 上海莱多实业有限公司 | The permeable canal of combined type |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2025128874A1 (en) * | 2023-12-14 | 2025-06-19 | Advanced Drainage Systems, Inc. | Nesting stormwater chamber endcaps |
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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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20191105 |