CN103091223A - Water permeable rate test device - Google Patents
Water permeable rate test device Download PDFInfo
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- CN103091223A CN103091223A CN2013100114116A CN201310011411A CN103091223A CN 103091223 A CN103091223 A CN 103091223A CN 2013100114116 A CN2013100114116 A CN 2013100114116A CN 201310011411 A CN201310011411 A CN 201310011411A CN 103091223 A CN103091223 A CN 103091223A
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- hole
- graduated cylinder
- groove
- proving installation
- permeability rate
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Abstract
The invention discloses a water permeable rate test device which comprises a base, wherein the bottom surface of the base is provided with a flared groove; a measuring cylinder is vertically arranged above the base; a water outlet pipe is vertically arranged below the measuring cylinder; the upper end of the water outlet pipe is communicated with the bottom of the measuring cylinder; the lower end of the water outlet pipe is communicated with the top of the flared groove; the water outlet pipe is provided with a valve; the bottom of the measuring cylinder is arranged on a horizontal supporting plate; the supporting plate is connected with the base through four supporting bars which are vertically arranged; the center of the flat surface of the supporting plate is provided with a groove; the bottom of the measuring cylinder is inserted in the groove; the center of the bottom of the measuring cylinder is provided with a first through hole; the center of the bottom of the groove is provided with a second through hole; and an opening at the upper end of the water outlet pipe is communicated with the second through hole and the first through hole. According to the invention, the water permeable rate of a laid water-permeable concrete pavement can be accurately calculated by recording the descent height of a water column in the measuring cylinder and the required time.
Description
Technical field
The invention belongs to the proving installation technical field, specifically relate to a kind of permeability rate proving installation for test pervious concrete pavement permeability rate.
Background technology
Pervious concrete is called again cellular concrete, permeable terrace, it is a kind of porous light concrete that is formed by aggregate, cement and the water system of mixing, it does not contain fine aggregate, mutually bond and form the equally distributed cellular structure in hole by coarse aggregate surface coating skim grout, therefore have ventilative, permeable and lightweight characteristics, also can be described as the draining concrete.Pervious concrete is by under the rainwater inflow place, effective recharge of groundwater, and the underground water table of alleviating the city sharply descend some Urban Environmental Problems of degradation, simultaneously, is the good pavement material of conservation of nature, maintaining ecological balance, energy alleviating urban heat island effect.But in prior art, the pervious concrete pavement of laying is not carried out the device of on-the-spot test permeability rate test, that is to say, the permeability rate of the pervious concrete pavement after laying is difficult to learn.
Summary of the invention
Technical matters to be solved by this invention just is to provide a kind of permeability rate proving installation that can more accurately test the permeability rate of the pervious concrete pavement after laying.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: the permeability rate proving installation, it is characterized in that: comprise base, described base end face is provided with the enlarging groove, described base top vertically arranges a graduated cylinder, and a rising pipe vertically is set below described graduated cylinder, described rising pipe upper end and graduated cylinder bottom connection, described rising pipe lower end and the top connection of enlarging groove, described rising pipe is provided with valve.
Preferably, described graduated cylinder bottom is arranged on a horizontal supporting plate, described back up pad is connected with base by four support bars that vertically arrange, on described back up pad, planar central is provided with a groove, described graduated cylinder bottom is plugged in described groove, described graduated cylinder bottom centre is provided with the first through hole, and described bottom portion of groove center is provided with the second through hole, and described rising pipe upper end open and the second through hole and the first through hole are communicated with.
Preferably, be provided with O-ring seal between described graduated cylinder bottom and back up pad.
Preferably, described base central upper portion is provided with vertical third through-hole, described third through-hole and rising pipe lower end and the top connection of enlarging groove,
Preferably, the diameter of described third through-hole is not less than 7mm.
Preferably, described enlarging groove is cone tank.
Preferably, described graduated cylinder upper end is provided with pressurizing valve and tensimeter.
Preferably, described base end face is connected by fluid sealant with pervious concrete pavement to be tested.
After adopting above structure, permeability rate proving installation of the present invention compared with prior art has the following advantages:
because permeability rate proving installation of the present invention is tested by the pervious concrete pavement of selecting certain area, possessed the on-the-spot test function, after valve open, water column in graduated cylinder is by the first through hole, the second through hole, rising pipe, contact and see through pervious concrete with pervious concrete after third through-hole and cone tank, described cone tank structure can make water column flow to pervious concrete pavement along the cone tank side face, water colunm height in graduated cylinder reduces, can more accurately calculate the permeability rate of the pervious concrete pavement after laying by recording water column falling head in graduated cylinder and required time.
Description of drawings
The invention will be further described below in conjunction with the drawings and specific embodiments:
Fig. 1 is the structural representation of permeability rate proving installation of the present invention.
Embodiment
see also shown in Figure 1, permeability rate proving installation of the present invention comprises the graduated cylinder 1 with scale, O-ring seal 2, back up pad 3, four support bars 4, base 5, rising pipe 6, valve 7, described graduated cylinder 1 lower end is connected with back up pad 3 and seals by O-ring seal 2, on described back up pad, planar central is provided with a groove, described graduated cylinder bottom is plugged in described groove, described back up pad 3 is connected with the upper end of four support bars 4, the lower end of described every support bar 4 all is connected with base 5, described valve 7 is located on rising pipe 6, described rising pipe 6 upper ends are connected with back up pad 3, described rising pipe 6 lower ends are connected with base 5, described graduated cylinder 1 middle part, lower end is provided with the first through hole 11, described back up pad 3 is provided with the second through hole 31, described base 5 is provided with third through-hole 51 and cone tank 52, described the first through hole 11 and the second through hole 31 are communicated with, described the second through hole 31 is communicated with rising pipe 6 upper ends, described rising pipe 6 lower ends are communicated with third through-hole 51, and described third through-hole 51 is communicated with cone tank 52.
The diameter of described third through-hole 51 is not less than 7mm.
Described graduated cylinder 1 is the organic glass graduated cylinder, and described graduated cylinder 1 upper end is connected with pressurizing valve 12 and tensimeter 13.
In the present embodiment, before testing, permeability rate proving installation of the present invention is placed on pervious concrete pavement 8 to be tested, with fluid sealant, base 5 and pervious concrete pavement to be tested 8 contact positions are tightly connected, the diameter of described graduated cylinder 1 is 50.5mm, if the water column falling head be 1cm the corresponding volume that reduces be about 20ml.
Described cone tank 52 lower end diameter are 150mm, wax is rolled in the zone beyond cone tank 52 lower end diameter 150mm process.
Drop to first scale h by the water column that records in graduated cylinder from original scale H
2Time t as required in 50cm
2Drop to h with water column from original scale H
1Time t as required in 0cm
1, just can be calculated as follows out the permeability rate K (mm/s) of pervious concrete pavement:
K=(h
2-h
1)/(t
1-t
2)
In formula: K is the permeability rate of pervious concrete pavement, the mm/s of unit; t
1For water column drops to h from original scale Hcm
1The time t that cm is required
1, t
2For water column drops to h from original scale Hcm
1The time t that cm is required
1
Claims (8)
1. permeability rate proving installation, it is characterized in that: comprise base, described base end face is provided with the enlarging groove, described base top vertically arranges a graduated cylinder, described graduated cylinder below vertically arranges a rising pipe, described rising pipe upper end and graduated cylinder bottom connection, described rising pipe lower end and the top connection of enlarging groove, described rising pipe is provided with valve.
2. permeability rate proving installation according to claim 1, it is characterized in that: be arranged on a horizontal supporting plate bottom described graduated cylinder, described back up pad is connected with base by four support bars that vertically arrange, on described back up pad, planar central is provided with a groove, described graduated cylinder bottom is plugged in described groove, described graduated cylinder bottom centre is provided with the first through hole, and described bottom portion of groove center is provided with the second through hole, and described rising pipe upper end open and the second through hole and the first through hole are communicated with.
3. permeability rate proving installation according to claim 2, is characterized in that: be provided with O-ring seal between described graduated cylinder bottom and back up pad.
4. permeability rate proving installation according to claim 2, it is characterized in that: described base central upper portion is provided with vertical third through-hole, and described third through-hole and rising pipe lower end and enlarging groove top are communicated with,
5. permeability rate proving installation according to claim 4, it is characterized in that: the diameter of described third through-hole is not less than 7mm.
6. permeability rate proving installation according to claim 1, it is characterized in that: described enlarging groove is cone tank.
7. permeability rate proving installation according to claim 1 is characterized in that: described graduated cylinder upper end is provided with pressurizing valve and tensimeter.
8. permeability rate proving installation according to claim 1, it is characterized in that: described base end face is connected by fluid sealant with pervious concrete pavement to be tested.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100114116A CN103091223A (en) | 2013-01-11 | 2013-01-11 | Water permeable rate test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100114116A CN103091223A (en) | 2013-01-11 | 2013-01-11 | Water permeable rate test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103091223A true CN103091223A (en) | 2013-05-08 |
Family
ID=48204065
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100114116A Pending CN103091223A (en) | 2013-01-11 | 2013-01-11 | Water permeable rate test device |
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| Country | Link |
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| CN (1) | CN103091223A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106096730A (en) * | 2016-06-09 | 2016-11-09 | 北京工业大学 | A kind of intelligent detecting method of MBR film permeability rate based on Recurrent RBF Neural Networks |
| CN107290263A (en) * | 2017-07-13 | 2017-10-24 | 东南大学 | A kind of tire road surface connects current test device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2615668Y (en) * | 2003-05-28 | 2004-05-12 | 吉林省交通科学研究所 | Air-filling pavement infiltration test instrument |
| CN2842409Y (en) * | 2005-11-08 | 2006-11-29 | 邱军 | Novel pavement infiltration instrument |
| CN101738363A (en) * | 2009-12-28 | 2010-06-16 | 上海嘉洁环保工程有限公司 | Instrument and method for testing permeability coefficient |
| CN202362229U (en) * | 2011-12-14 | 2012-08-01 | 长安大学 | Road surface water penetration instrument |
| CN202994623U (en) * | 2013-01-11 | 2013-06-12 | 浙江驰成建设有限公司 | Permeability rate testing device |
-
2013
- 2013-01-11 CN CN2013100114116A patent/CN103091223A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2615668Y (en) * | 2003-05-28 | 2004-05-12 | 吉林省交通科学研究所 | Air-filling pavement infiltration test instrument |
| CN2842409Y (en) * | 2005-11-08 | 2006-11-29 | 邱军 | Novel pavement infiltration instrument |
| CN101738363A (en) * | 2009-12-28 | 2010-06-16 | 上海嘉洁环保工程有限公司 | Instrument and method for testing permeability coefficient |
| CN202362229U (en) * | 2011-12-14 | 2012-08-01 | 长安大学 | Road surface water penetration instrument |
| CN202994623U (en) * | 2013-01-11 | 2013-06-12 | 浙江驰成建设有限公司 | Permeability rate testing device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106096730A (en) * | 2016-06-09 | 2016-11-09 | 北京工业大学 | A kind of intelligent detecting method of MBR film permeability rate based on Recurrent RBF Neural Networks |
| CN106096730B (en) * | 2016-06-09 | 2018-10-19 | 北京工业大学 | A kind of intelligent detecting method of the MBR film permeability rates based on Recurrent RBF Neural Networks |
| CN107290263A (en) * | 2017-07-13 | 2017-10-24 | 东南大学 | A kind of tire road surface connects current test device |
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Application publication date: 20130508 |