CN103556657B - Underground power house mountain calcium analyses drainage method and the device thereof of thing - Google Patents
Underground power house mountain calcium analyses drainage method and the device thereof of thing Download PDFInfo
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- CN103556657B CN103556657B CN201310575433.5A CN201310575433A CN103556657B CN 103556657 B CN103556657 B CN 103556657B CN 201310575433 A CN201310575433 A CN 201310575433A CN 103556657 B CN103556657 B CN 103556657B
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- ejectment
- pipe
- interval
- massif
- underground power
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- 238000000034 method Methods 0.000 title claims abstract description 20
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 title claims abstract description 18
- 238000004458 analytical method Methods 0.000 title claims abstract description 18
- 229910052791 calcium Inorganic materials 0.000 title claims abstract description 18
- 239000011575 calcium Substances 0.000 title claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 37
- 230000008595 infiltration Effects 0.000 claims abstract description 8
- 238000001764 infiltration Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 229910001220 stainless steel Inorganic materials 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 abstract description 13
- 239000002244 precipitate Substances 0.000 description 8
- 238000007689 inspection Methods 0.000 description 6
- 239000002253 acid Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 241000272878 Apodiformes Species 0.000 description 1
- 208000031968 Cadaver Diseases 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000001458 anti-acid effect Effects 0.000 description 1
- VMQPMGHYRISRHO-UHFFFAOYSA-N benzvalene Chemical group C1=CC2C3C1C32 VMQPMGHYRISRHO-UHFFFAOYSA-N 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Sink And Installation For Waste Water (AREA)
Abstract
The present invention relates to drainage method and device thereof that a kind of underground power house mountain calcium analyses thing, comprise the following steps: plastic funnel access massif percolating water is set below the massif seepage water spot at underground power house top; The interval ejectment pipe of several splay configurations is set at underground power house upper space, slotted eye is offered by interval ejectment pipe, the flexible pipe be connected is passed in the slotted eye of interval ejectment pipe with funnel; Above the former gutter of underground power house the right and left, lay the ejectment house steward that top has notch, on ejectment house steward, clogging indicator is installed simultaneously; Described device comprises the access device be located at below massif seepage water spot, the delivery port of described access device through tube connector towards being positioned at interval infiltration ejectment pipe tilting below access device, describedly be positioned at the ejectment house steward be provided with below ejectment pipe delivery port for collecting infiltration, described ejectment house steward is also provided with blocking indicating device.The present invention is conducive to blocking in minimizing pipe, reduces ejectment length of tube, cost-saving.
Description
Technical field
The present invention relates to drainage method and device thereof that a kind of underground power house mountain calcium analyses thing.
Background technology
At present, above the crown such as main building of Hydropower Station Underground in the street, the drainage method of massif infiltration (containing acid water and precipitate) is that each seepage water spot directly causes in gutter, both sides by a drainage gutter, massif percolating water point interface is with professional impervious material and massif seamless link (class formula hummingbird nido) substantially, there is following problem in the engineering measure of this drainage draining: (one) due to each drainage gutter and massif percolating water point interface be seamless link, drainage gutter is once blocking, professional contingent is needed to process, bring inconvenience to regular maintenance, (2) drainage gutter againsts massif fix and guide in land drain, irregular due to massif surface, ejectment pipe longer (length has tens meters), the massif precipitate that seepage water spot is taken out of is easily deposited in the depression of scupper hose or turning results in blockage, and makes drainage gutter ineffective, (3) due to massif seepage water spot too much (note: underground power house has the drainage gutter of more than 2000 wherein main building top has nearly 800 drainage gutters), great inconvenience is caused to daily Inspection and maintenance and dredging in the street, (4) due to the unstability of massif infiltration, many original seepage water spots are because of the inner precipitate blocking of massif, and seepage water spot shifts, and produce new seepage water spot, ejectment pipe loses original effect, causes waste.
Summary of the invention
Being topic to solve above-mentioned, the invention provides drainage method and device thereof that a kind of underground power house mountain calcium analyses thing, being conducive to reducing in pipe blocking, minimizing ejectment length of tube, cost-saving.
Technical program of the present invention lies in: a kind of underground power house mountain calcium analyses the drainage method of thing, it is characterized in that, comprises the following steps:
The first step: arrange plastic funnel access massif percolating water below the single massif seepage water spot at underground power house top, arranges Stainless steel basin access massif percolating water below the position at the same time with multiple seepage water spot;
Second step: the interval ejectment pipe of several splay configurations is set at underground power house upper space, slotted eye is offered by interval ejectment pipe, the flexible pipe be connected is passed in the slotted eye of interval ejectment pipe with funnel or steel basin;
3rd step: lay the ejectment house steward that top has notch above the former gutter of underground power house the right and left, to cause exit, gutter after being collected by the massif percolating water of interval ejectment pipe, installs clogging indicator simultaneously on ejectment house steward;
Detailed, in a first step, adopt bracket that funnel or steel basin are fixed on massif top.
In more detail, in second step, suspender is adopted to be suspended on massif by interval ejectment pipe.
A kind ofly be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing, comprise the access device be located at below massif seepage water spot, the delivery port of described access device towards being positioned at interval ejectment pipe tilting below access device, is positioned at the ejectment house steward be provided with below interval ejectment pipe delivery port for collecting infiltration through tube connector.
Further, the delivery port of described ejectment house steward is located at above gutter, and the upper axially spaced-apart of described ejectment house steward offers the notch allowing interval ejectment pipe delivery port enter.
Further, described access device is funnel, and described funnel bucket body outer ring is provided with bracket, and described funnel and bracket are that dismoutability is connected, and described bracket is fixed on the massif above bracket through connecting rod.
Further, described interval ejectment pipe offers the slotted eye allowing tube connector pass into, and described tube connector is flexible pipe, and described interval ejectment pipe periphery is provided with pipe collar, and described pipe collar is connected with massif through suspension rod.
Further, described clogging indicator is LED clogging indicator.
Further, described ejectment house steward delivery port is located at above the delivery port of gutter.
Compared with prior art, the present invention has the following advantages: (1) has installed detachable drainage interface, change and originally solidified the benzvalene form interface that formula joint is the movable connection that can conveniently disassemble, facilitate desilting and the dredging of weepage holes and funnel, reduce pipe blocked; (2) ejectment water pipe between installing zone, makes the seepage water spot in interval range can conveniently access ejectment water pipe, reduces conduction hose total amount, cost-saving, simultaneously the shortening of ejectment flexible pipe, and farthest can reduce the blocking of massif precipitate, maintain easily; (3) at interval drainage gutter, ejectment house steward (tank) end, LED is intuitively installed and blocks electronic director, facilitate walkaround inspection, improve walkaround inspection efficiency, can early detection line clogging situation; (4) improve, optimize mounting process and the layout of drainage tube, make drainage draining more unobstructed, farthest prevent from managing the blocking that interior calcium analyses thing; (5) interval of fluting is adopted to manage and after ejectment house steward, alleviate desilting difficulty, prevent unsafe factor; (6) when transfer occurs seepage water spot, former ejectment flexible pipe, funnel, bracket can be reused, improve the utilization rate of ejectment facility, save Master Cost; (7) after adopting interval to add house steward's ejectment technology, can save Master Cost and reach 80%, labour cost saves more than 70%; (8) to the Seepage water of class formula, without the need to please specialized team carry out, common construction corps just can complete, and improves the efficiency of defect elimination or rectification.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is floor map of the present invention;
Fig. 3 is funnel of the present invention and bracket relation schematic diagram pipe;
Fig. 4 is infiltration ejectment schematic diagram in interval of the present invention;
Fig. 5 is ejectment house steward of the present invention and interval ejectment pipe relation schematic diagram;
In figure: A-massif 1-access device 11-access device delivery port 2-tube connector 3-interval ejectment pipe 31-slotted eye 32-ejectment pipe delivery port 4-ejectment house steward 41-ejectment house steward delivery port 42-notch 5-blocks indicating device 6-gutter 7-bracket 8-connecting rod 9-pipe collar 10-suspension rod.
Detailed description of the invention
For above-mentioned feature and advantage of the present invention can be become apparent, special embodiment below, and coordinate accompanying drawing, be described in detail below, but the present invention is not limited to this.
Underground power house mountain calcium analyses a drainage method for thing, it is characterized in that, comprises the following steps:
The first step: arrange plastic funnel access massif percolating water below the single massif seepage water spot at underground power house top, arranges Stainless steel basin access massif percolating water below the position at the same time with multiple seepage water spot;
Second step: the interval ejectment pipe of several splay configurations is set at underground power house upper space, slotted eye is offered by interval ejectment pipe, the flexible pipe be connected is passed in the slotted eye of interval ejectment pipe with funnel or steel basin;
3rd step: lay the ejectment house steward that top has notch above the former gutter of underground power house the right and left, to cause exit, gutter after being collected by the massif percolating water of interval ejectment pipe, installs clogging indicator simultaneously on ejectment house steward;
In a first step, adopt bracket that funnel or steel basin are fixed on massif top.
In second step, suspender is adopted to be suspended on massif by interval ejectment pipe.
With reference to figure 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, a kind ofly be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing, according to the position of massif A seepage point, the access device 1 for access massif percolating water is thereunder set, this access device can be funnel, acid and alkali-resistance plastic funnel is selected to single breakthrough, there is multiple breakthrough for some positions simultaneously, adopt Stainless steel basin access, the delivery port 11 of described access device through tube connector 2 towards being positioned at interval ejectment pipe 3 tilting below access device, interval ejectment pipe adopts splay configuration to lay, left and right is each lays row, and interval ejectment pipe can be laid according to seepage point more, be positioned at the ejectment house steward 4 be provided with below interval ejectment pipe delivery port 32 for collecting infiltration.For the ease of inspection at ordinary times, get rid of blocking, described ejectment house steward is also provided with clogging indicator 5.
The delivery port 41 of above-mentioned ejectment house steward is located at above the delivery port in gutter 6, so that precipitate is directly discharged, the upper axially spaced-apart of described ejectment house steward offers the notch 42 allowing ejectment pipe delivery port enter, interval ejectment pipe adopts open connection with ejectment house steward, so that the removing of massif precipitate and dredging.
In the present embodiment, described funnel bucket body outer ring is provided with bracket 7, and described funnel and bracket are that dismoutability is connected, and bracket adopts open type stainless steel brackets, is convenient to the dismounting and change of funnel, uses stainless steel brackets anti acid alkali performance better simultaneously.Described bracket is fixed on the massif above bracket through connecting rod 8, and connecting rod can be screw thread suspension rod, expediently descends the discrepancy in elevation to adjust.
In the present embodiment, described interval ejectment pipe offers the slotted eye 31 allowing tube connector pass into, so that air is also discharged when precipitate is discharged, this measure also can alleviate precipitate blocking, be convenient to precipitate flow out from interval ejectment pipe, simultaneously the depositing number and can increase of tube connector.Described tube connector is flexible pipe, to clear up when blocking.Described interval ejectment pipe periphery is provided with pipe collar 9, and described pipe collar is connected with massif through suspension rod 10.
Clogging indicator described in the present embodiment is LED clogging indicator, this indicator is when there is blocking in ejectment house steward, by the signal that water level (mud) the control point place be arranged in the pipe of select location obtains, after feeding back to the circuit of electronic director, indicator circuit works, the LED of high brightness low-power consumption sends 5 seconds, interval (adjustable), the alarm signal of flash of light 3 seconds (adjustable), this point of prompting walkaround inspection personnel blocks (entirely not blocking), like this, can early detection, the blocking because of some gutters (or ditch) is avoided to cause overflowing containing acid water, in the equipment run below dripping to, there is potential safety hazard, this LED clogging indicator 3 joints No. 5 powered battery simultaneously, substantially not power consumption at ordinary times, when soleno-occurs to block in early days, the circuit through optimal design can make the alarm of LED group flashing light nearly two months, be far longer than the cycle number of days of regular or irregular walkaround inspection, meet the designing requirement of expection.
In this enforcement simultaneously, gutter and leader drain all use pvc pipe, are convenient to fluting, perforate on pipe, and leader drain adopts diameter to equal greatly the pvc pipe of 200mm, are convenient to precipitate and discharge and cleaning.
The foregoing is only preferred embodiment of the present invention, for the ordinary skill in the art, according to instruction of the present invention, design multi-form the present invention and do not need performing creative labour, all equalizations made according to the present patent application the scope of the claims change, revise, replace and modification without departing from the principles and spirit of the present invention, all should belong to covering scope of the present invention.
Claims (8)
1. underground power house mountain calcium analyses a drainage method for thing, it is characterized in that, comprises the following steps:
The first step: arrange plastic funnel access massif percolating water below the single massif seepage water spot at underground power house top, arranges Stainless steel basin access massif percolating water below the position at the same time with multiple seepage water spot;
Second step: the interval ejectment pipe of several splay configurations is set at underground power house upper space, slotted eye is offered by interval ejectment pipe, the flexible pipe be connected is passed in the slotted eye of interval ejectment pipe with funnel or steel basin;
3rd step: lay the ejectment house steward that top has notch above the former gutter of underground power house the right and left, to cause exit, gutter after being collected by the massif percolating water of interval ejectment pipe, installs clogging indicator simultaneously on ejectment house steward.
2. underground power house mountain calcium according to claim 1 analyses the drainage method of thing, it is characterized in that, in a first step, adopts bracket that funnel or steel basin are fixed on massif top.
3. underground power house mountain calcium according to claim 1 analyses the drainage method of thing, it is characterized in that, in second step, adopts suspender to be suspended on massif by interval ejectment pipe.
4. one kind is applied to underground power house mountain calcium described in claim 1 and analyses the drainage system of the drainage method of thing, it is characterized in that, comprise the access device be located at below massif seepage water spot, the delivery port of described access device through tube connector towards being positioned at interval ejectment pipe tilting below access device, be positioned at the ejectment house steward be provided with below interval ejectment pipe delivery port for collecting infiltration, the delivery port of described ejectment house steward is located at above gutter, the upper axially spaced-apart of described ejectment house steward offers the notch allowing interval ejectment pipe delivery port enter, interval ejectment pipe is connected for open with ejectment house steward.
5. be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing according to claim 4, it is characterized in that, described access device is funnel, described funnel bucket body outer ring is provided with bracket, described funnel and bracket are that dismoutability is connected, and described bracket is fixed on the massif above bracket through connecting rod.
6. be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing according to claim 4, it is characterized in that, described interval ejectment pipe offers the slotted eye allowing tube connector pass into, described tube connector is flexible pipe, described interval ejectment pipe periphery is provided with pipe collar, and described pipe collar is connected with massif through suspension rod.
7. be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing according to claim 4, it is characterized in that, described clogging indicator is LED clogging indicator.
8. be applied to the drainage system that underground power house mountain calcium analyses the drainage method of thing according to claim 4, it is characterized in that, described ejectment house steward delivery port is located at above the delivery port of gutter.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310575433.5A CN103556657B (en) | 2013-11-18 | 2013-11-18 | Underground power house mountain calcium analyses drainage method and the device thereof of thing |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310575433.5A CN103556657B (en) | 2013-11-18 | 2013-11-18 | Underground power house mountain calcium analyses drainage method and the device thereof of thing |
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| Publication Number | Publication Date |
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| CN103556657A CN103556657A (en) | 2014-02-05 |
| CN103556657B true CN103556657B (en) | 2015-11-18 |
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Citations (5)
| 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 |
| CN201334677Y (en) * | 2008-12-17 | 2009-10-28 | 贵阳铝镁设计研究院 | Seepage-proof structure for large slocker and cave in tailing reservoir area |
| CN101694100A (en) * | 2009-06-17 | 2010-04-14 | 朱奎 | Waterproof construction of basement soleplate and construction method thereof |
| CN202672252U (en) * | 2012-06-05 | 2013-01-16 | 中国二十冶集团有限公司 | Drainage device for concealed leak point |
| CN203546763U (en) * | 2013-11-18 | 2014-04-16 | 国家电网公司 | Drainage device for underground powerhouse mountain calcium educt |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100476331B1 (en) * | 2001-09-24 | 2005-03-10 | 고동판 | a under drainage method for building using perforated drain pipes |
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2013
- 2013-11-18 CN CN201310575433.5A patent/CN103556657B/en active Active
Patent Citations (5)
| 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 |
| CN201334677Y (en) * | 2008-12-17 | 2009-10-28 | 贵阳铝镁设计研究院 | Seepage-proof structure for large slocker and cave in tailing reservoir area |
| CN101694100A (en) * | 2009-06-17 | 2010-04-14 | 朱奎 | Waterproof construction of basement soleplate and construction method thereof |
| CN202672252U (en) * | 2012-06-05 | 2013-01-16 | 中国二十冶集团有限公司 | Drainage device for concealed leak point |
| CN203546763U (en) * | 2013-11-18 | 2014-04-16 | 国家电网公司 | Drainage device for underground powerhouse mountain calcium educt |
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| CN103556657A (en) | 2014-02-05 |
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