CN208633235U - A kind of sandstone seepage well suitable for sponge urban construction - Google Patents
A kind of sandstone seepage well suitable for sponge urban construction Download PDFInfo
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- CN208633235U CN208633235U CN201821256051.0U CN201821256051U CN208633235U CN 208633235 U CN208633235 U CN 208633235U CN 201821256051 U CN201821256051 U CN 201821256051U CN 208633235 U CN208633235 U CN 208633235U
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Abstract
The utility model provides a kind of sandstone seepage well suitable for sponge urban construction, including foundation pit (1), the different multiple precipitation pipe wells (2) of spaced height and draw seepage well (3) in foundation pit, higher precipitation pipe well (2-1) depth is 25m, well is played for existing earth's surface, lower precipitation pipe well (2-2) depth is 18.0m, the well from the 10m of underground, arrangement is multiple in precipitation pipe well draws seepage hole (4), it is separately positioned on that depth is 19m and depth is at 9m, draw in seepage hole (4) and fills gravel material (5), precipitation pipe well (2) opening diameter is 700mm, inside setting filter pipe (6), the higher seepage well (3-1) and lower draw seepage well (3-2) of drawing is that multiple seepage well holes (7) are excavated in the soil body.Using precipitation pipe well and draw seepage well and combine to form sandstone seepage well, adapt to sponge urban construction, increase milliosmolarity under surface water, improves surface water infiltration rate.
Description
Technical field
The utility model relates to soil body penetration application field, especially a kind of sandstone suitable for sponge urban construction seeps
Well increases milliosmolarity under surface water, improves surface water infiltration rate.
Background technique
Sponge city as the term suggests being to realize control Urban Flood Waterlogging, while can rationally be maintained using rainwater again
Good hydrology ecological environment.Sponge city is new generation of city storm water man- agement concept, refer to city adapt to environmental change and
Coping with rainwater bring natural calamity etc. has good " elasticity ", also referred to as " water elasticity city ".It is international
Term is " storm-water system building is developed in low influence ", that is, water suction, water storage, infiltration, water purification when raining, the water that will be stored when needing
" release " is simultaneously used.
China's urban rainwater processing technique is started late, and is studied since the 1980s, the benefit of rainwater resource
With small-sized, the local non-standard application for being concentrated mainly on some arid and semi-arid regions.China's sponge urban construction
Theory and practice be faced with economy, social development there is an urgent need to the situation of raising, existing sponge city are waited for existing level
City's construction mostly uses greenery patches, water system, municipal drainage, porous pavement to be designed greatly, fails to reach the economical and practical utilization soil body
The ability of itself water storage water purification.Conventional permeability apparatus based on the seepage well of concrete or half concrete material, construct by concrete
The appearance of object largely reduces the area coverage of original soil body, destroys original soil structure, permeates the infiltration ability of structures
By the obstruction of concrete, cause to reduce with soil body contact area, osmotic effect is bad.
Summary of the invention
In order to overcome the problems, such as structure of the existing technology, the utility model provides a kind of suitable for sponge urban construction
Sandstone seepage well, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions:
A kind of sandstone seepage well suitable for sponge urban construction, including foundation pit (1), spaced height is different in foundation pit
Multiple precipitation pipe wells (2) and draw seepage well (3), wherein higher precipitation pipe well (2-1) depth be 25m, for existing earth's surface
Well is played, lower precipitation pipe well (2-2) depth is 18.0m, and the well from the 10m of underground, the interior arrangement of precipitation pipe well is multiple to draw seepage hole
(4), be separately positioned on that depth is 19m and depth is at 9m, it is described draw in seepage hole (4) fill gravel material (5), the precipitation pipe well is opened
Mouthful diameter is 700mm, inside setting filter pipe (6), it is described it is higher draw seepage well (3-1) and it is lower draw seepage well (3-2) for
Multiple seepage well holes (7) are excavated in the soil body, structures are formed using medium coarse sand (8) filling, the higher seepage well (3-1) that draws is
19.0m, lower draw seepage well (3-2) is 9.0m.
Preferably, filter pipe (6) internal diameter is 500mm, and the filter pipe (6) is mixed using gravel concrete filter pipe or without sand
Solidifying soil filter pipe, porosity are not less than 10%.
Preferably, the filler specification of the filter pipe (6) is the natural round gravel of 3-7mm.
Preferably, the outer layer of the precipitation pipe well (2) also sets up sediment tube (9), for precipitating pollutant, prevents blocking institute
State filter pipe (6).
It preferably, further include the collector pipe (10) being arranged in outside foundation pit, the collector pipe (10) is the casting that diameter is 300mm
Iron collector pipe, for carrying out organized draining.
Compared with prior art, the utility model design uses precipitation pipe well and draws seepage well and combines to form sandstone seepage well
Strategy has adapted to sponge urban construction, increases milliosmolarity under surface water, improves surface water infiltration rate.
According to the accompanying drawings to the detailed description of the utility model specific embodiment, those skilled in the art will be more
Add the above-mentioned and other purposes, advantages and features of clear the utility model.
Detailed description of the invention
Some specific realities of the utility model are described in detail by way of example and not limitation with reference to the accompanying drawings hereinafter
Apply example.Identical appended drawing reference denotes same or similar part or part in attached drawing.It should be appreciated by those skilled in the art that
The drawings are not necessarily drawn to scale.The target and feature of the utility model will more in view of following description taken together with the accompanying drawings
Add obviously, in attached drawing:
Attached drawing 1 is the sandstone seepage well structural schematic diagram suitable for sponge urban construction according to the utility model embodiment.
In figure: 1- foundation pit, 2- precipitation pipe well, 3- draw the higher precipitation pipe well of seepage well, 2-1-, the lower downcomer of 2-2-
Well, 4- draw seepage hole, 5- gravel material, 6- filter pipe, 7- seepage well hole, 8- medium coarse sand, 9- sediment tube, 10- collector pipe.
Specific embodiment
Specific embodiment of the present utility model is described in detail with reference to the accompanying drawing, but is not intended to limit this reality
With novel protection scope.
The sandstone seepage well is mainly according to the urban engineering geology condition design in the list of sponge city, most of water-bearing layer
Holocene series rushes sand and its lower each layer in 2 layers of proluvial, and permeability is good, but 4 layers of silty clay have blocked up and down as aquiclude
The circulation of layer underground water when beating such as dewatering well to 4 layers of silty clay top, since substrate to 4 layers of top surface is apart from smaller, is unsatisfactory for dropping
The requirement of well sand setting length of tube, dewatering well penetrate 4 layers of silty clay, at the same should in hole and the outer setting in hole it is several draw seepage hole with
4 layers of silty clay are penetrated, effective circulation is formed.
The dewatering model of foundation assumes that the infiltration coefficient of layer 6 silty clay is much smaller than the infiltration coefficient of other soil layers, closely
Like layer 6 is considered as impermeable stratum, according to " engineering geology handbook ", pipe well depth is determined as, and well-point pipe depth is dewatering well
Depth, foundation depth, the depth that precipitation water level is required apart from foundation pit bottom, increased depth needed for hydraulic gradient acts on foundation pit center
Degree, level of ground water amplitude changes during precipitation, the working level and sediment tube or sand setting length of tube of precipitation well tube filter it
With, while needing to consider the influence of foundation pit equivalent redius, infiltration coefficient, Rainfall Influence radius and total yield.
Referring to attached drawing 1, in the utility model embodiment, a kind of sandstone seepage well suitable for sponge urban construction, including base
Seepage well 3 the different multiple precipitation pipe wells 2 of spaced height and is drawn in foundation pit, wherein higher precipitation pipe well 2-1 in hole 1
Depth is 25m, plays well for existing earth's surface, lower precipitation pipe well 2-2 depth is 18.0m, the well from the 10m of underground, precipitation pipe well
Interior arrangement is multiple to draw seepage hole 4, is separately positioned on that depth is 19m and depth is to draw at 9m and fill gravel material 5 in seepage hole 4, precipitation pipe well
Opening diameter is 700mm, inside setting filter pipe 6, and 6 internal diameter of filter pipe is 500mm, filter pipe 6 using gravel concrete filter pipe or
Sand-free concrete water-filtering pipe, porosity are not less than 10%, and the filler specification of filter pipe 6 is the natural round gravel of 3-7mm, higher to draw
The seepage well 3-1 and lower seepage well 3-2 that draws is that multiple seepage well holes 7 are excavated in the soil body, forms structures using the filling of medium coarse sand 8,
The higher seepage well 3-1 that draws is 19.0m, and the lower seepage well 3-2 that draws is 9.0m.Sediment tube 9 is arranged in the outer layer of precipitation pipe well 2, is used for
Pollutant is precipitated, blocking filter pipe 6 is prevented.Collector pipe 10 is arranged in outside foundation pit, and collector pipe 10 is the cast iron that diameter is 300mm
Collector pipe, for carrying out organized draining.
Targetedly Design of Construction Organization, the quality of tube well construction are directly related to precipitation for progress before tube well dewatering construction
Effect has strict demand to pipe well construction method, creeps into and uses rotary inverse circulation drilling machine, after drilling, tripping in immediately
Well casing, well casing are located at the center in hole, guarantee well casing placement smoothly, filtrate is put into around well casing, and filtrate is filled to projected depth,
After stable level is taken out in examination, cast media is mended in time, is guaranteed that filtrate throwing amount should be no less than the 95% of calculated value, is then filled out using cohesive soil
To ground, and closed orifices are compacted, prevent the infiltration of the surface water.Draw seepage hole 4 to be drilled using DPP100-4 type drill truck,
Aperture is 150mm, and drilling depth is drawn water using electric submersible pump to dewatering well, power is using penetrating 4 layers of silty clay as principle
4.5km, lift 36m, 30 cubes ms/h of pump amount.
In use, using precipitation pipe well and seepage well can be drawn simultaneously, increase displacement when flood season arrives, and when drought period is come
Face, the most of moisture of storage can be discharged by drawing seepage well mainly, and precipitation pipe well can assist making the water release of storage for city
With.
The utility model embodiment, which uses precipitation pipe well and draws seepage well, combines the strategy to form sandstone seepage well, has adapted to sea
Continuous urban construction increases milliosmolarity under surface water, improves surface water infiltration rate.
Technical solution provided by the utility model embodiment is described in detail above, it is used herein specifically
A example is expounded the principle and embodiment of the utility model embodiment, and the explanation of above embodiments is only applicable to help
Assistant solves the principle of the utility model embodiment;Those of ordinary skill in the art simultaneously, embodiment according to the present utility model,
There will be changes in terms of specific embodiments and scope of application, in conclusion the content of the present specification should not be construed as pair
The limitation of the utility model.
Claims (5)
1. a kind of sandstone seepage well suitable for sponge urban construction, it is characterised in that: including foundation pit (1), interval is arranged in foundation pit
The different multiple precipitation pipe wells (2) of height and draw seepage well (3), wherein higher precipitation pipe well (2-1) depth is
25m plays well for existing earth's surface, and lower precipitation pipe well (2-2) depth is 18.0m, the well from the 10m of underground, in precipitation pipe well (2)
Arrange it is multiple draw seepage hole (4), be separately positioned on that depth is 19m and depth is at 9m, it is described draw in seepage hole (4) fill gravel material (5),
The precipitation pipe well opening diameter is 700mm, inside setting filter pipe (6), described higher to draw seepage well (3-1) and lower draw
Seepage well (3-2) is that multiple seepage well holes (7) are excavated in the soil body, forms structures using medium coarse sand (8) filling, described higher to draw
Seepage well (3-1) is 19.0m, and lower draw seepage well (3-2) is 9.0m.
2. a kind of sandstone seepage well suitable for sponge urban construction according to claim 1, it is characterised in that: the drainage
Pipe (6) internal diameter is 500mm, and the filter pipe (6) is not less than using gravel concrete filter pipe or sand-free concrete water-filtering pipe, porosity
10%.
3. a kind of sandstone seepage well suitable for sponge urban construction according to claim 1, it is characterised in that: the drainage
The filler specification for managing (6) is the natural round gravel of 3-7mm.
4. a kind of sandstone seepage well suitable for sponge urban construction according to claim 1, it is characterised in that: the precipitation
The outer layer of pipe well (2) also sets up sediment tube (9), for precipitating pollutant, prevents from blocking the filter pipe (6).
5. a kind of sandstone seepage well suitable for sponge urban construction according to claim 1, it is characterised in that: further include setting
The collector pipe (10) outside foundation pit is set, the collector pipe (10) is the cast iron collector pipe that diameter is 300mm, organized for carrying out
The draining of property.
Priority Applications (1)
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CN201821256051.0U CN208633235U (en) | 2018-08-06 | 2018-08-06 | A kind of sandstone seepage well suitable for sponge urban construction |
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CN201821256051.0U CN208633235U (en) | 2018-08-06 | 2018-08-06 | A kind of sandstone seepage well suitable for sponge urban construction |
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CN201821256051.0U Expired - Fee Related CN208633235U (en) | 2018-08-06 | 2018-08-06 | A kind of sandstone seepage well suitable for sponge urban construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111058468A (en) * | 2020-01-13 | 2020-04-24 | 中国水利水电第四工程局有限公司 | Method for rapidly reducing underground water in water-resisting layer in silty-fine sand geological layer |
-
2018
- 2018-08-06 CN CN201821256051.0U patent/CN208633235U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111058468A (en) * | 2020-01-13 | 2020-04-24 | 中国水利水电第四工程局有限公司 | Method for rapidly reducing underground water in water-resisting layer in silty-fine sand geological layer |
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190322 Termination date: 20200806 |
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