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A Method for Measuring Permeability Coefficient of Plastic Cut-off Wall

A technology of permeability coefficient and measurement method, which is applied in the field of water conservancy engineering structure measurement, can solve the problems of small permeability coefficient of cut-off wall and inability to accurately test new plastic cut-off wall, and achieve the effect of avoiding leakage

Active Publication Date: 2016-03-16
南通江海港建设工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, with the development of water conservancy projects, the research on anti-seepage wall materials has developed rapidly, and a variety of materials suitable for anti-seepage wall engineering have emerged. The permeability coefficients of new materials for anti-seepage walls are all small. Previously, concrete The method and device for testing the seepage coefficient of the cutoff wall are only suitable for the cutoff wall with a large permeability coefficient, and the test method and device for the permeability of the cutoff wall are less than 10. -6 The new plastic cut-off wall of m / s cannot be tested accurately, so it is particularly necessary to develop a device and method suitable for measuring the permeability coefficient of the cut-off wall engineering with low permeability coefficient

Method used

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  • A Method for Measuring Permeability Coefficient of Plastic Cut-off Wall
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  • A Method for Measuring Permeability Coefficient of Plastic Cut-off Wall

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Embodiment Construction

[0027] Such as figure 1 As shown, the special device used in the plastic cutoff wall permeability coefficient determination method of the present invention includes a top cover 1, a sample holder 2 and a base 3; wherein, the base 3 is a hollow trapezoidal platform, and the sample holder The inner space of the holder 2 is in the shape of a conical frustum, which is used to place samples. The bottom diameter of the conical frustum is 2-3mm larger than the top diameter; the upper and lower ends of the sample holder 2 are respectively connected to the The top cover 1 and the base 3 are fixedly connected. The top cover 1 is provided with an upper vent hole 4 and a water outlet 5 communicating with the sample holder 2. The upper vent hole 4 is used for water outlet and exhaust, and the water outlet 5 passes through the The rubber tube is connected to the variable pipe of the displacement volume, and is used to measure the seepage flow rate; the base 3 is provided with a water inlet ...

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Abstract

The invention relates to a determination method for the osmotic coefficient of a plastic cut-off wall. The international patent classification (IPC) of the invention is E02D1 / 04 and E02D33 / 00. According to the determination method in the invention, a special determination apparatus is used, and the special determination apparatus comprises a top cover, a sample holder, a pedestal, an automatic pressurization system, a water inlet end volume changing pipe and a water drainage volume changing pipe, wherein the top cover is provided with an upper air outlet communicating with the sample holder and a water outlet, and the pedestal is provided with a water inlet and a lower air outlet. The determination method provided by the invention is applicable to determination of low osmotic coefficients of a variety of novel material cut-off walls. The space in the sample holder used in the determination method is in the shape of a circular truncated cone, with a bottom diameter 2 to 3 mm greater than a top diameter, so a test piece is prevented from being moved under impact of hydraulic pressure in the case that the hydraulic pressure is great, and seepage of a contact surface of the holder and the test piece is avoided.

Description

Technical field: [0001] The invention relates to a method for measuring hydraulic engineering structures, in particular to a method for measuring the permeability coefficient of plastic cut-off walls, the IPC international patent classification numbers of which are E02D1 / 04 and E02D33 / 00. Background technique: [0002] Plastic anti-seepage wall refers to the use of drilling and grooving machinery to solidify the wall with mud in the loose permeable foundation or dam (weir) body, excavate groove-shaped holes or interlocking pile holes, and pour underwater concrete in the groove (hole) Or backfill other anti-seepage materials to form an underground continuous wall with anti-seepage function. It is one of the engineering measures to prevent seepage, ensure foundation seepage stability and dam seepage safety. At present, the types of plastic cut-off walls mainly include the following categories: 1. Traditional plastic concrete cut-off walls; 2. Cement-soil cut-off walls; 3. Pol...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N15/08
Inventor 付玉生傅酉
Owner 南通江海港建设工程有限公司