CN109763552A - A kind of basis is dark to apply gravity type draining regeneration application system and its construction method - Google Patents
A kind of basis is dark to apply gravity type draining regeneration application system and its construction method Download PDFInfo
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- CN109763552A CN109763552A CN201811607682.7A CN201811607682A CN109763552A CN 109763552 A CN109763552 A CN 109763552A CN 201811607682 A CN201811607682 A CN 201811607682A CN 109763552 A CN109763552 A CN 109763552A
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- sump
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- sedimentation basin
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Abstract
The invention discloses a kind of basis, secretly deposited gravity type drains regeneration application system and its construction method, including sump, pipeline and three-level sedimentation basin, the sump and pipeline are secretly embedded in bottom of foundation ditch, formation is catchmented and drainage system, pipeline is arranged below ground beam and avoids cushion cap position, and there is certain gradient, realize that sewage is quickly discharged under the effect of gravity, the gradient takes 2 ‰ -6 ‰, supertronic can be carried out according to drainage direction, it is divided into branch pipe and main pipe, collect in field sewage to main pipe by branch pipe, sewage is drained into three-level sedimentation basin by main pipe, it carries out Preliminary sewage processing and realizes regeneration function.Before the closing of construction post-cast strip can be achieved in the present invention, underground water, construction waste water and rainwater etc. can collect discharge under gravity condition in, and water reuse is realized by preliminary treatment, green construction, pipeline supertronic realizes gravity drainage, reasonable Arrangement sump is realized and is persistently used, and is collected Preliminary sewage processing, is realized resource regeneration.
Description
Technical field
The invention belongs to road basis technical field of drainage, and in particular to a kind of basis secretly deposited gravity type draining regeneration
System and its construction method.
Background technique
With the fast development of building trade, in the case where the overall background of environmentally protective production is carried out energetically by country, traditional is bright
Ditch water discharge is difficult to meet the requirement comprehensive for drainage efficiency, civilized construction, green construction etc. of construction stage.It is mixed in bottom plate
Before solidifying soil pours, basis is located at bottom of foundation ditch, and whole height rises and falls, and ground beam, cushion cap, elevator form isolated from one another catchment
Hole, ponding can not collect discharge, can only put into a large amount of water pump and manpower carries out pump drainage water, drainage efficiency is lower, it is difficult to meet
Construction site demand.Before the complete closing to post-cast strip of bottom slab concreting, rainwater can not necessarily pour into bottom plate in the case where pump drainage in top plate
In post-cast strip, entire basement is diffused in when capacity is extremely limited in post-cast strip, leads to basement ponding.In addition, post-cast strip bottom
In same absolute altitude, enough forced-ventilated water intaking depth can not be provided, post-cast strip bottom ponding is caused not drain thoroughly, cause construction existing
The a large amount of water pump water shortages operatings in field are burnt out.Basement ponding forms the enclosed environment of dark moist simultaneously, and there are huge electric shock peaces
Full hidden danger.
Summary of the invention
In order to overcome in the prior art that construction site drainage efficiency is low, energy consumption is high and there are technological deficiencies such as security risks,
The present invention provides a kind of basis, secretly deposited gravity type drains regeneration application system and its construction method, by gravity Artesian Drainage
Water reduces energy consumption, and fast convergence ponding is simultaneously discharged, and excludes security risk caused by ponding, realizes water reuse, green
Construction, solves above-mentioned technical problem.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of dark deposited gravity type draining regeneration system in basis
System, including sump, pipeline and three-level sedimentation basin, the sump and pipeline are secretly embedded in bottom of foundation ditch, and formation is catchmented and water guide
System, the pipeline include the branch pipe and main pipe being arranged in inside foundation pit, and the branch pipe collects in field that sewage is to main pipe, by dry
Sewage is drained into three-level sedimentation basin by pipe, is carried out Preliminary sewage processing and is realized regeneration function.
Secretly deposited gravity type drains regeneration application system on a kind of above-mentioned basis, and the sump is arranged in the post-cast strip of road
Position.
Secretly deposited gravity type drains regeneration application system, the selection for pipeline double-wall corrugated pipe, ripple on a kind of above-mentioned basis
The diameter dimension of pipe is DN300-500, is arranged below ground beam and avoids cushion cap position, and have certain gradient, is realized dirty
Water is quickly discharged under the effect of gravity, and the gradient takes 2 ‰ -6 ‰, can carry out supertronic according to drainage direction.
The present invention is using, and the construction of gravity type draining regeneration application system is mainly completed by following construction procedure
Operation:
S1: selection sump well point position carries out sump, three-level sedimentation basin and pipeline groove and excavates, and low spot in field is selected to set
It sets sump and achievees the purpose that nature converges, select setting sump at post-cast strip to achieve the purpose that continue to use, select pipeline
Intersection point setting sump achievees the purpose that overhaul dredging；
S2: selection pipeline and path trend carry out sump and three-level sedimentation basin are built, selection for pipeline double-wall corrugated pipe, ripple
Pipe diameter is DN300-500, and path should avoid temporary road in field and reduce bending, selects main pipe arrangement side in conjunction with branch pipe
Formula, lateral arrangement, main pipe are peripherally longitudinally arranged branch pipe inside, converge to the minimum point at place edge；
S3: control system absolute altitude, sump face absolute altitude cushion layer top are conducive to rainwater catchment, and pipeline is arranged below ground beam and keeps away
Cushion cap position is opened, the gradient takes 2 ‰ -6 ‰, carries out supertronic according to drainage direction；
S4: three-level sedimentation basin is set in system terminal and is stored in spare in water tank after ponding converges precipitation process, can be used again
Make construction industrial water.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can achieve following has
Beneficial effect:
1, a kind of basic secretly deposited gravity type of the present invention drains regeneration application system, the design concept secretly applied by basis,
The connection of whole system is realized, the reasonable control of system absolute altitude realizes the function by gravity drainage, no longer by external force
Water flow flowing is driven, the overall cost of system is reduced；
2, secretly rationally, construction method is simple, borrows for deposited gravity type draining regeneration application system design on a kind of basis of the present invention
Gravity free-draining is helped to reduce energy consumption, fast convergence ponding is simultaneously discharged, and excludes security risk caused by ponding, realizes water
The regeneration of resource and green construction.
Detailed description of the invention
Specific embodiments of the present invention are further described in detail with reference to the accompanying drawing, in which:
Fig. 1 is the distribution schematic diagram that a kind of dark deposited gravity type in basis of the present invention drains regeneration application system；
Fig. 2 is the distribution schematic diagram of branch pipe of the present invention and main pipe in bottom of foundation ditch；
Fig. 3 is the structural schematic diagram of sump of the present invention；
Fig. 4 is the structural schematic diagram of pipeline of the present invention；
Fig. 5 is the structural schematic diagram of three-level sedimentation basin of the present invention；
In figure: 1- sump, 2- pipeline, 3- three-level sedimentation basin, 21- branch pipe, 22- main pipe.
Specific embodiment
As shown in Figure 1, the distribution schematic diagram of regeneration application system is drained for a kind of dark deposited gravity type in basis of the present invention, including
Sump 1, pipeline 2 and three-level sedimentation basin 3, the sump 1 are arranged in the post-cast strip position of road, are secretly embedded in base with pipeline 2
Bottom is cheated, formation is catchmented and water guiding system, and the pipeline 2 includes the branch pipe 21 and main pipe 22 being arranged in inside foundation pit, the branch
Pipe 21 collects sewage in field and sewage is drained into three-level sedimentation basin 3 by main pipe 22, Preliminary sewage processing is carried out and realizes to main pipe 22
Regeneration function, as shown in Fig. 2, being the distribution schematic diagram of branch pipe 21 of the present invention and main pipe 22 in bottom of foundation ditch.
Pipeline 2 selects double-wall corrugated pipe, and the diameter dimension of bellows is DN300-500, is arranged below ground beam and avoids
Cushion cap position, and there is certain gradient, realize that sewage is quickly discharged under the effect of gravity, the gradient takes 2 ‰ -6 ‰, can be according to row
Water direction carries out supertronic, is the distribution schematic diagram of branch pipe of the present invention and main pipe in bottom of foundation ditch as described in Figure 2.
The present invention is using, and the construction of gravity type draining regeneration application system is mainly completed by following construction procedure
Operation:
Step 1: selection 1 well point position of sump carries out sump 1,2 channel excavation of three-level sedimentation basin 3 and pipeline, selects field
Interior low spot setting sump 1 achievees the purpose that nature converges, and setting sump 1 at post-cast strip is selected to reach the mesh for continuing to use
, as shown in figure 3, being the structural schematic diagram of sump 1,2 intersection point of pipeline setting sump 1 is selected to reach the mesh of maintenance dredging
's；
Step 2: selection pipeline 2 and path trend carry out sump 1 and three-level sedimentation basin 3 are built, and pipeline 2 is selected double-wall corrugated
Pipe, ripple pipe diameter are DN300-500, and path should avoid temporary road in field and reduce bending, select main pipe 22 and branch pipe 21
In conjunction with arrangement, lateral arrangement, main pipe 22 are peripherally longitudinally arranged branch pipe 21 inside, converge to the minimum of place edge
Point, as shown in figure 4, being the structural schematic diagram of pipeline 2 of the present invention；
Step 3: control system absolute altitude, 1 face absolute altitude cushion layer top of sump are conducive to rainwater catchment, the setting of pipeline 2 ground beam with
Cushion cap position is descended and avoids, the gradient takes 2 ‰ -6 ‰, carries out supertronic according to drainage direction；
Step 4: three-level sedimentation basin 3 is set in system terminal, structural schematic diagram is as shown in figure 5, ponding converges precipitation process
Afterwards, it is stored in spare in water tank, construction industrial water can be again acted as.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not used to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (5)
1. secretly deposited gravity type drains regeneration application system, including sump (1), pipeline (2) and three-level sedimentation basin on a kind of basis
(3), it is characterised in that: the sump (1) and pipeline (2) are secretly embedded in bottom of foundation ditch, and formation is catchmented and water guiding system, the pipe
Road (2) includes the branch pipe (21) and main pipe (22) being arranged in inside foundation pit, and the branch pipe (21) collects in field sewage to main pipe
(22), sewage is drained into three-level sedimentation basin (3) by main pipe, carries out Preliminary sewage processing and realizes regeneration function.
2. secretly deposited gravity type drains regeneration application system on a kind of basis according to claim 1, it is characterised in that: the collection
Well (1) is arranged in the post-cast strip position of road.
3. secretly deposited gravity type drains regeneration application system on a kind of basis according to claim 1, it is characterised in that: the pipe
Road (2) is arranged below ground beam and avoids cushion cap position, and has certain gradient, realizes that sewage is quickly arranged under the effect of gravity
Out, the gradient takes 2 ‰ -6 ‰, can carry out supertronic according to drainage direction.
4. secretly deposited gravity type drains regeneration application system on a kind of basis according to claim 3, it is characterised in that: the pipe
Double-wall corrugated pipe is selected in road (2), and the diameter dimension of bellows is DN300-500.
5. a kind of construction method of the dark deposited gravity type draining regeneration application system in basis, it is characterised in that: the application method is main
The following steps are included:
S1: selection sump (1) well point position carries out sump (1), three-level sedimentation basin (3) and pipeline (2) channel excavation, choosing
It selects low spot setting sump in field and achievees the purpose that nature converges, setting sump (1) at post-cast strip is selected to reach lasting use
Purpose, select pipeline intersection point setting sump achieve the purpose that overhaul dredging；
S2: selection pipeline (2) and path trend carry out sump (1) and three-level sedimentation basin (3) are built, and pipeline (2) selects double-walled
Bellows, ripple pipe diameter are preferably DN300-500, and path should avoid temporary road in field and reduce bending, select main pipe and branch
Pipe combination arrangement, lateral arrangement, main pipe are peripherally longitudinally arranged branch pipe inside, converge to the minimum point at place edge；
S3: control system absolute altitude, sump (1) face absolute altitude cushion layer top are conducive to rainwater catchment, pipeline (2) setting ground beam with
Cushion cap position is descended and avoids, the gradient takes 2 ‰ -6 ‰, carries out supertronic according to drainage direction；
S4: system terminal be arranged three-level sedimentation basin (3), ponding converge precipitation process after, be stored in it is spare in water tank, can be again
As construction industrial water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811607682.7A CN109763552A (en) | 2018-12-27 | 2018-12-27 | A kind of basis is dark to apply gravity type draining regeneration application system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811607682.7A CN109763552A (en) | 2018-12-27 | 2018-12-27 | A kind of basis is dark to apply gravity type draining regeneration application system and its construction method |
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| Publication Number | Publication Date |
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| CN109763552A true CN109763552A (en) | 2019-05-17 |
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ID=66452164
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811607682.7A Pending CN109763552A (en) | 2018-12-27 | 2018-12-27 | A kind of basis is dark to apply gravity type draining regeneration application system and its construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021505A (en) * | 2019-12-31 | 2020-04-17 | 李维炜 | Sewer drainage structures for municipal works |
| CN114032935A (en) * | 2021-11-02 | 2022-02-11 | 上海市基础工程集团有限公司 | A formula drainage system is buried to foundation ditch secretly for having a deck bridge plate |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201212156Y (en) * | 2008-06-17 | 2009-03-25 | 朱邃科 | Interception and drainage system of basement engineering |
| KR20100138508A (en) * | 2009-06-25 | 2010-12-31 | 박경영 | The drain method of groundwater-concentration guidance in rock-slope |
| CN205839776U (en) * | 2016-07-07 | 2016-12-28 | 中建五局土木工程有限公司 | Drainage of foundation pit and circulating water utilization system |
| CN107964973A (en) * | 2017-12-27 | 2018-04-27 | 中交路桥华南工程有限公司 | Anchor ingot drainage of foundation pit system and its construction method |
| CN108035369A (en) * | 2017-12-07 | 2018-05-15 | 中国二十冶集团有限公司 | Build underground water drop row and reuse method |
| CN108457285A (en) * | 2018-01-18 | 2018-08-28 | 中厦建设有限公司 | A kind of ultra-deep cheats open type precipitation engineering method in hole |
-
2018
- 2018-12-27 CN CN201811607682.7A patent/CN109763552A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201212156Y (en) * | 2008-06-17 | 2009-03-25 | 朱邃科 | Interception and drainage system of basement engineering |
| KR20100138508A (en) * | 2009-06-25 | 2010-12-31 | 박경영 | The drain method of groundwater-concentration guidance in rock-slope |
| CN205839776U (en) * | 2016-07-07 | 2016-12-28 | 中建五局土木工程有限公司 | Drainage of foundation pit and circulating water utilization system |
| CN108035369A (en) * | 2017-12-07 | 2018-05-15 | 中国二十冶集团有限公司 | Build underground water drop row and reuse method |
| CN107964973A (en) * | 2017-12-27 | 2018-04-27 | 中交路桥华南工程有限公司 | Anchor ingot drainage of foundation pit system and its construction method |
| CN108457285A (en) * | 2018-01-18 | 2018-08-28 | 中厦建设有限公司 | A kind of ultra-deep cheats open type precipitation engineering method in hole |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021505A (en) * | 2019-12-31 | 2020-04-17 | 李维炜 | Sewer drainage structures for municipal works |
| CN114032935A (en) * | 2021-11-02 | 2022-02-11 | 上海市基础工程集团有限公司 | A formula drainage system is buried to foundation ditch secretly for having a deck bridge plate |
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Application publication date: 20190517 |