Compound type perpendicular seepage-proofing screen and application thereof
A composite, barrier technology, applied in protection devices, buildings, infrastructure projects, etc., can solve the problem of pollutants seepage around, achieve good anti-seepage effect, simple construction, and solve the effect of seepage around
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0051] The application method of the composite vertical anti-seepage barrier of the present embodiment comprises the following steps:
[0052] 1) Groove: Groove vertically along the periphery of the polluted site, excavate the bottom of the groove to the underground impermeable layer, and use mud to protect the wall during the vertical groove;
[0053] 2) Use 300-mesh grid cloth to encapsulate sodium-based bentonite with a particle size of 200 mesh to obtain the anti-seepage support part, form grooves on the surface of the anti-seepage support part, then insert HDPE geomembrane into the groove, and finally use plastic bolts to penetrate fixed.
[0054] 3) Insert the anti-seepage structure obtained in step 2) into the bottom of the tank in the retaining mud. (Note: In actual engineering operation, the vertical slots should be distributed circularly around the polluted site, or fan-shaped in the downstream of the groundwater in the polluted site, inserting one HDPE geomembrane ...
Embodiment 2
[0060] The method of this example is the same as that of Example 1, except that the no-hardening mud of this example is composed of bentonite, clay and water, wherein the mass ratio of bentonite, clay and water is 40:110:1000.
[0061] Anti-circulation effect:
[0062] After testing, the initial setting time of the self-hardening mud in this embodiment is 3.6 hours, and the final setting time is 18.8 hours; when the self-hardening mud is set, the permeability coefficient is 3.5×10 -8 cm / s.
Embodiment 3
[0064] The method of this example is the same as that of Example 1, except that the no-hardening mud of this example is composed of bentonite, clay and water, wherein the mass ratio of bentonite, clay and water is 50:100:1000.
[0065] Anti-circulation effect:
[0066] After testing, the initial setting time of the self-hardening mud in this embodiment is 3.8, and the final setting time is 19.2h; when the self-hardening mud is set, the permeability coefficient is 2.1×10 -8 cm / s.
PUM
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com