CN203249849U - Simple and portable permeation coefficient tester - Google Patents

Simple and portable permeation coefficient tester Download PDF

Info

Publication number
CN203249849U
CN203249849U CN 201320295530 CN201320295530U CN203249849U CN 203249849 U CN203249849 U CN 203249849U CN 201320295530 CN201320295530 CN 201320295530 CN 201320295530 U CN201320295530 U CN 201320295530U CN 203249849 U CN203249849 U CN 203249849U
Authority
CN
China
Prior art keywords
permeation coefficient
main body
tester
portable
tester body
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
Application number
CN 201320295530
Other languages
Chinese (zh)
Inventor
艾洪祥
朱炎宁
张平
宫萍
王玉娟
陆建军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China West Construction Group Co Ltd
Original Assignee
XINJIANG WEST CONSTRUCTION CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by XINJIANG WEST CONSTRUCTION CO Ltd filed Critical XINJIANG WEST CONSTRUCTION CO Ltd
Priority to CN 201320295530 priority Critical patent/CN203249849U/en
Application granted granted Critical
Publication of CN203249849U publication Critical patent/CN203249849U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model discloses a simple and portable permeation coefficient tester which comprises a water supply system, an overflow hole and a tester body. The tester body is a cover-free container made of transparent materials. Volume scale marks are arranged on the side surface of the container. The overflow hole is formed above the scale marks of the tester body. The water supply system is connected with the open end at the top of the tester body. The tester body is made of PMMA organic glass. The simple and portable permeation coefficient tester is simple in principle, convenient to operate and carry, capable of testing a fixed water level permeation coefficient, capable of testing a variable water level permeation coefficient and simple in calculation, and brings great convenience to permeation coefficient testing in the construction site.

Description

The Simple portable instrument for measuring permeability coefficient
Technical field
The utility model relates to the Simple portable instrument for measuring permeability coefficient, belongs to field of mechanical technique.
Background technology
What traditional pavement structure adopted is fluid-tight pavement structure, and namely surface layer and basic unit adopt close material to carry out making, guarantees that infiltration can not penetrate in the roadbed under the road surface.But the waterproof pavement discharge capacity is limited, easily causes road surface ponding on a large scale, causes obstruction to traffic and traffic hazard, causes the city waterlogging, and underground water can not get easily causing land subsidence under the prerequisite of effectively replenishing.Rainwater is drained very soon or is evaporated, and makes the city raised dust pollution grows worse, and the ground medial temperature raises, and accelerates the appearance of " urban heat land effect ".And pervious concrete pavement has the advantages such as environmental protection, driving safety; at present; this technology is subject to the extensive concern of society day by day; and be acknowledged as a kind of urban road paving structure pattern of human kind sustainable development; can effectively increase permeable, the ventilation space in city, improve the ecologic environment in city.
Coefficient of permeability is the important indicator that characterizes the pervious concrete water permeability, at present domestic method of testing about appendix A coefficient of permeability among the measurement Main Basis CJJ/T 135-2009 " water-permeable cement concrete pavement technique rules " of permeation coefficient of permeable concrete, although the method can obtain test findings comparatively accurately, but measurement mechanism is complicated, not portable, be not suitable for the working-yard operation.
The utility model content
The utility model provides the Simple portable instrument for measuring permeability coefficient, can overcome above technological deficiency, can either reach the purpose of test concrete permeable performance, and is simple in structure, easy to operate, is easy to carry.
For solving above technical matters, the utility model provides following technical scheme: a kind of Simple portable instrument for measuring permeability coefficient, described analyzer comprises water system, spout hole, analyzer main body, and described analyzer main body is the non-covered container of a transparent material, and the vessel side surface has the volume scale; The scale top of described analyzer main body has spout hole; Described water system connects analyzer main body open top end.
Further, described analyzer material of main part is the PMMA organic glass.
Further, described overflow orifice diameter is 10mm.
Further, two of described analyzer main body sides all have scale.
This Simple portable instrument for measuring permeability coefficient that the utility model relates to, principle is simple, and is easy to operate, be easy to carry, not only can measure and decide the water level coefficient of permeability but also can measure to become the water level coefficient of permeability, and calculate simply, the coefficient of permeability of measurement carry out to(for) the working-yard has very large convenience.
Description of drawings
Fig. 1 is the utility model Simple portable instrument for measuring permeability coefficient structural representation.
Embodiment
As shown in Figure 1, analyzer comprises water system 1, spout hole 2, analyzer main body 3, the analyzer main body 3 inner pervious concrete test specimens 4 of placing, in order to measure the water permeability of pervious concrete test specimen 4 forming directions, encapsulation process is carried out with wax in side around the pervious concrete test specimen 4, be connected with analyzer main body 3 again, and with the wax place that is tightly connected, guarantee that the water in the device passes through along the intercommunicating pore of pervious concrete test specimen 4 inside, in analyzer main body 3, add water to spout hole 2 interior outflows, the time t when the mensuration water level is down to 300 mm from 350mm 1Be down to the time t in when surface time from 350mm with water level 2, calculate according to following formula.
The computing formula of coefficient of permeability is:
Figure 2013202955304100002DEST_PATH_IMAGE001
In the formula, ν---coefficient of permeability (mm/s);
H---water level falling head (mm);
The time s of experience when the t---water level descends.
ν wherein 1For deciding water level coefficient of permeability and ν 2For becoming the water level coefficient of permeability, according to CJJ/T 135-2009 " water-permeable cement concrete pavement technique rules " permeation coefficient of permeable concretes (15 ℃) 〉=0.5mm/s.Generally we are with ν 2Measurement result be test findings.
Embodiment described in the utility model does not consist of the restriction to the application's scope; every within the spirit and principle of the utility model design, any modification that one of skill in the art can make, be equal to and replace and improvement etc. all should be included within the protection domain of the present utility model.

Claims (4)

1. a Simple portable instrument for measuring permeability coefficient is characterized in that, described analyzer comprises water system, spout hole and analyzer main body, and described analyzer main body is the non-covered container of a transparent material, and the vessel side surface has the volume scale; The scale top of described analyzer main body has spout hole; Described water system connects analyzer main body open top end.
2. Simple portable instrument for measuring permeability coefficient according to claim 1 is characterized in that, described analyzer material of main part is the PMMA organic glass.
3. Simple portable instrument for measuring permeability coefficient according to claim 1 is characterized in that, described overflow orifice diameter is 10mm.
4. Simple portable instrument for measuring permeability coefficient according to claim 1 is characterized in that, two sides of described analyzer main body all have scale.
CN 201320295530 2013-05-27 2013-05-27 Simple and portable permeation coefficient tester Expired - Fee Related CN203249849U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320295530 CN203249849U (en) 2013-05-27 2013-05-27 Simple and portable permeation coefficient tester

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320295530 CN203249849U (en) 2013-05-27 2013-05-27 Simple and portable permeation coefficient tester

Publications (1)

Publication Number Publication Date
CN203249849U true CN203249849U (en) 2013-10-23

Family

ID=49376282

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320295530 Expired - Fee Related CN203249849U (en) 2013-05-27 2013-05-27 Simple and portable permeation coefficient tester

Country Status (1)

Country Link
CN (1) CN203249849U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105203442A (en) * 2015-10-16 2015-12-30 山东大学 In-situ testing instrument and testing method for permeability coefficient of permeable pavement system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105203442A (en) * 2015-10-16 2015-12-30 山东大学 In-situ testing instrument and testing method for permeability coefficient of permeable pavement system
CN105203442B (en) * 2015-10-16 2017-11-10 山东大学 Porous pavement system infiltration coefficient in-situ test instrument and method of testing

Similar Documents

Publication Publication Date Title
CN103344538B (en) A kind of unsaturated soil Multifunctional permeameter and method of testing thereof
CN103439236B (en) Permeable concrete road surface blocking test analogue means and method
Morgenroth et al. Belowground effects of porous pavements—Soil moisture and chemical properties
CN109839491A (en) A kind of recharge ground water analogue experiment method
CN102141503B (en) Device and method for testing permeability coefficient of rainwater garden filling
CN103604734B (en) The unsaturated soil rain infiltration simulation system that raininess is controlled
CN206479368U (en) A kind of underground water detects sampler
CN103439237A (en) Blocking test device and method for water-permeable concrete pile in piping soil foundation
Phillips et al. Simulation of multiscale ground-water flow in part of the northeastern San Joaquin Valley, California
Zhang et al. Design and performance simulation of road bioretention media for sponge cities
CN106033046A (en) A soil saturated hydraulic conductivity automatic measuring apparatus
Li et al. Analysis of rainfall infiltration and its influence on groundwater in rain gardens
Ruggenthaler et al. Quantification of soil moisture effects on runoff formation at the hillslope scale
CN203249849U (en) Simple and portable permeation coefficient tester
CN203414389U (en) Test device for permeable coagulation pile plugging in piping soil foundation
CN207231968U (en) Concrete permeable factor detection device
CN206920294U (en) A kind of permeation coefficient of permeable concrete determines device
Zhang et al. Improvement of rainwater infiltration and storage capacity by an enhanced seepage well: From laboratory investigation to HYDRUS-2D numerical analysis
CN201297950Y (en) A tension meter type shallow groundwater level dynamic device
CN207336313U (en) Full-automatic permeation coefficient of permeable concrete measuring device
CN203849140U (en) Acceleration water permeability tester for pavement material
CN207133164U (en) The test device of concrete permeable coefficient
Cao et al. Response of rock-fissure seepage to snowmelt in Mount Taihang slope-catchment, North China
CN203787019U (en) Simulation test apparatus for testing internal draining capability of pavement structure
Wen et al. Effects of rainwater infiltration in low impact development facilities on adjacent municipal roads in collapsible loess

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CSCEC WEST CONSTRUCTION CO., LTD.

Free format text: FORMER NAME: XINJIANG WEST CONSTRUCTION CO., LTD.

CP03 Change of name, title or address

Address after: 830063 No. 268, Taishan Road, Urumqi economic and Technological Development Zone, the Xinjiang Uygur Autonomous Region

Patentee after: CHINA WEST CONSTRUCTION GROUP CO., LTD.

Address before: 830026 No. 268, Taishan Road, Urumqi economic and Technological Development Zone, the Xinjiang Uygur Autonomous Region

Patentee before: Xinjiang West Construction Co., Ltd.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131023

Termination date: 20180527

CF01 Termination of patent right due to non-payment of annual fee