CN203878651U - Vertical deep rainwater storage and collection system - Google Patents
Vertical deep rainwater storage and collection system Download PDFInfo
- Publication number
- CN203878651U CN203878651U CN201420308927.7U CN201420308927U CN203878651U CN 203878651 U CN203878651 U CN 203878651U CN 201420308927 U CN201420308927 U CN 201420308927U CN 203878651 U CN203878651 U CN 203878651U
- Authority
- CN
- China
- Prior art keywords
- rainwater
- well
- collecting
- deep
- rainwater storage
- 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.)
- Expired - Fee Related
Links
Classifications
-
- 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
Landscapes
- Sewage (AREA)
Abstract
The utility model discloses a vertical deep rainwater storage and collection system. The vertical deep rainwater storage and collection system comprises a rainwater collection branch well and further comprises a rainwater storage deep well, a rainwater collection branch pipe, a regional rainwater collection system and a rainwater lifting system used for lifting rainwater from the rainwater storage deep well to the outside of the well. The rainwater collection branch pipe is arranged at the bottom of the rainwater collection branch well, and the rainwater collection branch well is communicated with the rainwater storage deep well through the rainwater collection branch pipe. The regional rainwater collection system is arranged on the outer side of the rainwater collection branch well, and the regional rainwater collection system is communicated with the rainwater collection branch well. A water collection pit is formed in the bottom of the rainwater storage deep well and the rainwater lifting system is arranged in the water collection pit. Due to the fact that the regional rainwater collection system is communicated with the collection branch well and the collection branch well is communicated with the rainwater storage deep well through the rainwater collection branch pipe, the vertical deep rainwater storage and collection system has the advantages that the burial depth is large, the occupied space is small, lifting facilities are fewer and the storage capacity is high.
Description
Technical field
The utility model relates to rain flood technical field, relates in particular to a kind of vertical deep layer rainwater storage gathering system.
Background technology
Along with the expansion of urbanized area and the increase of UrbaniZed Area construction mining inetesity, the hydrology of UrbaniZed Area, meteorological condition change in recent years, the frequency and the intensity that cause heavy rain to produce increase year by year, the phenomenon of catchmenting how occurring while especially exceeding standard heavy rain, for rain flood facility has proposed new requirement.
At present, various places are for solving the ground problem of catchmenting, and the general mode of building storage pond that adopts is set up storm sewer system, and the rainwater that will exceed standard temporarily stores, and after rain stops, discharges in time again.This system is generally to design the design storm recurrence interval based on certain, can not produce waterlogging problem, but just may cause waterlogging higher than the catchment of design standard in design standard with interior catchment, and generation is catchmented.Therefore, in theory, according to peak rainfall intensity, design storm sewer system and can thoroughly avoid waterlogging disaster.But high-intensity rainfall generally lasts shorter, this means that the history of the large flow of surface runoff is also shorter, and the frequency occurring is not high yet.
For this reason, the existing system of regulating and storing generally all adopts the mode that shallow-layer storage pond is set that drainage system against rain is set.As CN102409747A discloses a kind of drainage system against rain with shallow rainwater storage structure, this system comprises upstream manhole, downstream manhole and the main pipeline that is communicated with two manholes, is also provided with the overflow weir of being convenient to form overflow area in the manhole of upstream.Between upstream manhole and downstream manhole, be arranged in parallel shallow rainwater storage structure.This system is owing to being provided with shallow rainwater storage structure, thereby can work as rainfall intensity, over the original design standard of drainage system against rain, be, the rainwater that exceeds standard can be kept somewhere shallow-layer by overflow weir and regulate and store in structure, and then drain into downstream manhole, reduce upstream area and produced the possibility that waterlogging catchments.
But above-mentioned drainage system against rain, need to a little arrange respectively the structure (storage pond) of regulating and storing in different catchmenting, not only lower plane floor space is larger, and the rainwater in lift pump discharge manhole need to be set respectively, and complex management, workload is also larger.
Therefore, it is less that those skilled in the art are devoted to develop a kind of draining floor space always, and manhole moderate rain water extraction rises rainwater storage gathering system comparatively easily.
Utility model content
Because the above-mentioned defect of prior art, the utility model provides a kind of floor space less, and manhole moderate rain water extraction rises vertical deep layer rainwater storage gathering system comparatively easily.
For achieving the above object, the utility model provides a kind of vertical deep layer rainwater storage gathering system, comprise rainwater-collecting Zhi Jing, also comprise rainwater storage deep-well, rainwater-collecting arm, region rain water collecting system and rainwater is risen to the rainwater Hoisting System well from rainwater storage deep-well, the bottom of described rainwater-collecting Zhi Jing is provided with rainwater-collecting arm, and described rainwater-collecting Zhi Jing is connected with described rainwater storage deep-well by described rainwater-collecting arm; Described region rain water collecting system is arranged at the outside of described rainwater-collecting Zhi Jing, and described region rain water collecting system is connected with described rainwater-collecting Zhi Jing; Described rainwater storage deep-well bottom is provided with sump, and described rainwater Hoisting System is arranged in described sump.
Further, a plurality of guiding gutters that described rainwater storage deep-well bottom is also provided with a plurality of compartment walls and is formed by compartment wall.
Further, described guiding gutter is along the lopsidedness setting near described sump.
Further, described rainwater storage deep-well arranged outside has region rain water collecting system, and described region rain water collecting system is connected with described rainwater storage deep-well.
Further, described rainwater storage deep-well arranged outside has a plurality of described rainwater-collecting Zhi Jing, and described rainwater storage deep-well is connected with described rainwater-collecting Zhi Jing by a plurality of described rainwater-collecting arms.
Further, described rainwater-collecting arm is obliquely installed in described in described rainwater-collecting Zhi Jingyu between rainwater storage deep-well.
Further, described rainwater-collecting Zhi Jing and rainwater storage deep-well are assembled by tube coupling.
Further, described rainwater-collecting arm is assembled by tube coupling.
Further, described rainwater-collecting Zhi Jing, described rainwater storage deep-well adopt open caisson construction mode.
Further, described rainwater-collecting arm adopts jacking construction mode.
The beneficial effects of the utility model:
Vertical deep layer rainwater storage gathering system of the present utility model, due to region rain water collecting system is connected with collection Zhi Jing, collection Zhi Jingyu rainwater storage deep-well is connected by rainwater-collecting arm, thereby only need in rainwater storage deep-well, unify rainwater Hoisting System is set, reduce lifting facility.Be arranged at the flow velocity that compartment wall in rainwater storage deep-well can change inflow rainwater therebetween, thereby the impurity being retained on compartment wall is poured to sump and discharges outside rainwater storage deep-well by rainwater Hoisting System, reduced the number of times to the desilting of rainwater storage deep-well.
On the other hand, darker due to rainwater storage deep-well, rainwater-collecting Zhi Jing, rainwater-collecting arm buried depth, more easily pass through general pipeline and building, not limited by land used, be particluarly suitable for catchmenting of land used anxiety and collect a rainwater.
Therefore, it is darker that vertical deep layer rainwater storage gathering system of the present utility model has buried depth, and floor space is little, promotes facility few, the capacious beneficial effect of regulating and storing.
Below with reference to accompanying drawing, the technique effect of design of the present utility model, concrete structure and generation is described further, to understand fully the purpose of this utility model, feature and effect.
Accompanying drawing explanation
Fig. 1 is the vertical deep layer rainwater storage of the present embodiment gathering system plane structure schematic diagram;
Fig. 2 is B-B cross-sectional view in Fig. 1.
The specific embodiment
As depicted in figs. 1 and 2, the present embodiment has proposed a kind of vertical deep layer rainwater storage gathering system, comprises that rainwater storage deep-well 3, rainwater-collecting prop up well 1, rainwater-collecting arm 2, region rain water collecting system 4 and rainwater is risen to the rainwater Hoisting System 7 well from rainwater storage deep-well.
Region rain water collecting system 4 is arranged at the outside that rainwater-collecting props up well 1, region rain water collecting system 4 props up well 1 with rainwater-collecting and is connected, when amount of precipitation surpasses the bearing capacity of region rain water collecting system 4, unnecessary rainwater can flow into rainwater-collecting and prop up well 1, has avoided the possibility of local waterlogging.
The bottom that rainwater-collecting props up well 1 is provided with rainwater-collecting arm 2, and rainwater-collecting props up well 1 and is connected with rainwater storage deep-well 3 by rainwater-collecting arm 2, and in the present embodiment, rainwater storage deep-well 3 is the main shaft of this system.Especially, the rainwater-collecting arm 2 of the present embodiment is obliquely installed in rainwater-collecting and props up between well 1 and rainwater storage deep-well 3.Because rainwater-collecting arm 2 is connected in the bottom that rainwater-collecting props up well 1, the degree of depth of rainwater storage deep-well is greater than the degree of depth of rainwater-collecting Zhi Jing, and the side that a side of rainwater-collecting arm 2 connection rainwater storage deep-wells 3 is propped up well 1 lower than connection rainwater-collecting, thereby when guaranteeing that rainwater that rainwater-collecting is collected in propping up well 1 can all flow into rainwater storage deep-well 3, can guarantee that the mud that rainwater-collecting props up in well 1 flows under the influence of gravity into rainwater storage deep-well 3.Therefore, the structure of the present embodiment can guarantee that rainwater-collecting props up in well 1 mud that the rainwater of collecting is communicated with bottom and flows into completely in rainwater storage deep-well 3 together, and can not be stranded in rainwater-collecting, does not prop up in well 1.
The bottom of rainwater storage deep-well 3 is provided with sump 5, and rainwater Hoisting System 7 is arranged in sump.In the time need to discharging the rainwater of rainwater storage deep-well 3, start rainwater Hoisting System.Especially, the pipeline at output 9 of rainwater Hoisting System 7 can also be connected with rainwater utilization system (not shown), thereby can carry out cycling and reutilization, saving water resource to the rainwater in rainwater storage deep-well 3.
The vertical deep layer rainwater storage gathering system of the present embodiment, a plurality of guiding gutters 8 that the bottom of rainwater storage deep-well 3 is also provided with compartment wall 6 and is formed by a plurality of compartment walls.When this guiding gutter carries out water conservancy diversion to inflow rainwater therebetween, also changed the size of runner, changed the flow velocity of current, thereby the impurity that may be retained on compartment wall has poured in sump, and discharge rainwater storage deep-well outer 3 by rainwater Hoisting System.
In order to guarantee that the impurity on compartment wall is all poured in sump, the guiding gutter of the present embodiment is along the lopsidedness setting near sump.
In the present embodiment, the outside that rainwater-collecting props up well 1 is connected with a plurality of regions rain water collecting system 4, thereby can increase rainwater-collecting area.
Rainwater storage deep-well props up well 1 by rainwater-collecting arm 2 and a plurality of rainwater-collectings and is connected, and the water in rainwater-collecting Zhi Jing can be concentrated and discharge after flowing into rainwater storage deep-well.Therefore, within the scope of larger rainwater-collecting, only a rainwater Hoisting System need be set, reduce lifting facility, reduce rainwater storage cost.
In the present embodiment, rainwater-collecting Zhi Jing, rainwater storage deep-well and rainwater-collecting arm are all assembled by a tube coupling (not marking in figure) successively, between adjacent tubes, with encapsulant, seal.Utilize this mode of construction, construction party can be selected applicable tube coupling length and tube coupling number, easy construction according to the needs of the degree of depth of Zhi Jing, deep-well and connecting length therebetween.
In other embodiments, rainwater-collecting Zhi Jing, rainwater storage deep-well also can adopt open caisson construction mode, and rainwater-collecting arm also can adopt jacking construction mode.This form of construction work cost is low, easy construction.
Adopt rainwater regulating pondage system of the present utility model, when rainwater is more, the water of region rain water collecting system flows into rainwater-collecting Zhi Jing, and then enters rainwater storage deep-well from rainwater-collecting Zhi Jingliu, when rainwater arrives certain depth, by rainwater Hoisting System, from rainwater storage deep-well, discharges.Conventionally by promoting the degree of depth of rainwater storage deep-well, change its volume.In the place that easily occurs heavy showers in short-term, the degree of depth of rainwater storage deep-well can reach the degree of depth of 20 meters,, the in the situation that of floor space inconvenience, increases the volume of rainwater storage deep-well, in case there is waterlogging by increasing the degree of depth of rainwater storage deep-well.
By description above, can find out, the utility model is due to region rain water collecting system is connected with collection Zhi Jing, collection Zhi Jingyu rainwater storage deep-well is connected by rainwater-collecting arm, and rainwater storage deep-well, rainwater-collecting Zhi Jing, rainwater-collecting arm buried depth are darker, so more easily pass through general pipeline and building, not limited by land used.This system is particluarly suitable for a collection rainwater that catchments for land used anxiety.
Rainwater storage deep-well is communicated with by rainwater-collecting arm with the bottom of rainwater-collecting Zhi Jing, and the rainwater in rainwater-collecting Zhi Jing all flows to rainwater storage deep-well, thereby only need in rainwater storage deep-well, unify rainwater Hoisting System is set, and has reduced lifting facility.Be arranged at the flow velocity that compartment wall in rainwater storage deep-well can change inflow rainwater therebetween, thereby the impurity being retained on compartment wall is poured to sump and discharges outside rainwater storage deep-well by rainwater Hoisting System, reduced the number of times to the desilting of rainwater storage deep-well.
Vertical deep layer rainwater storage gathering system floor space of the present utility model is little, and the volume of regulating and storing is large, and longitudinal extension can meet the requirement of further regulating and storing, convenient enforcement.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without creative work.Therefore, all technician in the art comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in the determined protection domain by claims.
Claims (8)
1. a vertical deep layer rainwater storage gathering system, comprise rainwater-collecting Zhi Jing, it is characterized in that, also comprise rainwater storage deep-well, rainwater-collecting arm, region rain water collecting system and rainwater is risen to the rainwater Hoisting System well from rainwater storage deep-well, the bottom of described rainwater-collecting Zhi Jing is provided with rainwater-collecting arm, and described rainwater-collecting Zhi Jing is connected with described rainwater storage deep-well by described rainwater-collecting arm; Described region rain water collecting system is arranged at the outside of described rainwater-collecting Zhi Jing, and described region rain water collecting system is connected with described rainwater-collecting Zhi Jing; Described rainwater storage deep-well bottom is provided with sump, and described rainwater Hoisting System is arranged in described sump.
2. vertical deep layer rainwater storage gathering system as claimed in claim 1, is characterized in that, a plurality of guiding gutters that described rainwater storage deep-well bottom is also provided with compartment wall and is formed by compartment wall.
3. vertical deep layer rainwater storage gathering system as claimed in claim 2, is characterized in that, described guiding gutter is along the lopsidedness setting near described sump.
4. vertical deep layer rainwater storage gathering system as claimed in claim 1, is characterized in that, described rainwater storage deep-well arranged outside has region rain water collecting system, and described region rain water collecting system is connected with described rainwater storage deep-well.
5. the vertical deep layer rainwater storage gathering system as described in claim 1 or 4, it is characterized in that, described rainwater storage deep-well arranged outside has rainwater-collecting Zhi Jing described in several, and described rainwater storage deep-well is connected with described rainwater-collecting Zhi Jing by a plurality of described rainwater-collecting arms.
6. vertical deep layer rainwater storage gathering system as claimed in claim 5, is characterized in that, described rainwater-collecting arm is obliquely installed in described in described rainwater-collecting Zhi Jingyu between rainwater storage deep-well.
7. vertical deep layer rainwater storage gathering system as claimed in claim 1, is characterized in that, described rainwater-collecting Zhi Jing and rainwater storage deep-well are assembled by tube coupling.
8. vertical deep layer rainwater storage gathering system as claimed in claim 1, is characterized in that, described rainwater-collecting arm is assembled by tube coupling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420308927.7U CN203878651U (en) | 2014-06-11 | 2014-06-11 | Vertical deep rainwater storage and collection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420308927.7U CN203878651U (en) | 2014-06-11 | 2014-06-11 | Vertical deep rainwater storage and collection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878651U true CN203878651U (en) | 2014-10-15 |
Family
ID=51679168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420308927.7U Expired - Fee Related CN203878651U (en) | 2014-06-11 | 2014-06-11 | Vertical deep rainwater storage and collection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878651U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018548A (en) * | 2014-06-11 | 2014-09-03 | 张移生 | Vertical deep-layer rainwater regulation, storage and collection system |
| CN104790516A (en) * | 2015-04-23 | 2015-07-22 | 南通百海新型材料制造有限公司 | Rainwater regulation and storage system |
| CN107386403A (en) * | 2016-05-16 | 2017-11-24 | 张明富 | Deep layer is regulated and stored channel system and construction method |
| CN108360562A (en) * | 2018-03-05 | 2018-08-03 | 中冶东方工程技术有限公司 | Pipe gallery |
-
2014
- 2014-06-11 CN CN201420308927.7U patent/CN203878651U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018548A (en) * | 2014-06-11 | 2014-09-03 | 张移生 | Vertical deep-layer rainwater regulation, storage and collection system |
| CN104790516A (en) * | 2015-04-23 | 2015-07-22 | 南通百海新型材料制造有限公司 | Rainwater regulation and storage system |
| CN107386403A (en) * | 2016-05-16 | 2017-11-24 | 张明富 | Deep layer is regulated and stored channel system and construction method |
| CN108360562A (en) * | 2018-03-05 | 2018-08-03 | 中冶东方工程技术有限公司 | Pipe gallery |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203878651U (en) | Vertical deep rainwater storage and collection system | |
| CN103556671A (en) | Rainwater collecting device and system | |
| CN104594496A (en) | Quality and quantity differentiating flow guide tank used for high-pollution rainwater and drought flow sewage | |
| CN203383854U (en) | Buffering system for solving problem of tunnel local sudden water burst | |
| CN104018548A (en) | Vertical deep-layer rainwater regulation, storage and collection system | |
| CN105442668A (en) | Roof rainwater recycling system | |
| CN203173911U (en) | Precipitation device | |
| CN106930397A (en) | A kind of biological delaying basin that early-stage rainwater can be persistently processed within the dry spell | |
| CN103422565A (en) | Construction method for waterlogging removing of outdoor cable chute | |
| CN203174745U (en) | Vertical rainwater zoned drainage system | |
| CN202157297U (en) | Gate control type urban rain and flood regulation, control and utilization system | |
| CN202273312U (en) | Vacuum drainage system for draining rainwater of urban underpass road | |
| CN201588294U (en) | Backflow-preventing type drainage structure of circulating water pump room | |
| CN201874083U (en) | Land-saving and energy-saving reservoir type pumping station drainage device for down digging channels | |
| CN103967107B (en) | Be suitable for the preliminary-stage rainwater flow-discarding well building rainwater utilization | |
| CN203383853U (en) | Buffering system for solving problem of insufficient drainage ability of tunnel central ditch | |
| CN207131447U (en) | A kind of coal mine underground water drainage device | |
| CN105887969A (en) | Sponge urban house rainwater collection device | |
| CN206844095U (en) | Grid type rain-water drainage and collection system | |
| CN206646747U (en) | Building roof rainwater-collecting utilization of resources system | |
| CN204456411U (en) | A kind of sub-prime component water conservancy diversion pond for high pollution rainwater and dry flow sewage | |
| CN104878822A (en) | Excess rainwater storage and drainage system and method | |
| CN204919660U (en) | Rain collector | |
| CN104005523B (en) | A kind of flat roof rain water regulate and store device and the method for regulating and storing | |
| CN206722054U (en) | Rain water collecting system based on Liang Chang |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20160611 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |