Binding material for filling fine-grain tailings
A technology for cementitious materials and fine-grained tailings, which is applied in the field of mine filling materials, can solve the problems of low cementing strength and difficulty in cementing tailings, and achieves the effects of reducing costs, reducing construction investment and maintenance costs, and simplifying the production process.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0032] Belite-sulfoaluminate cement is compounded according to the ratio of sulfoaluminate cement and ordinary Portland cement at a ratio of 1:3, and the components in Example 1 are mixed and milled to obtain a cementitious material. The cementitious material was tested separately with all fine ore tailings and -200 mesh copper ore classified tailings. The compressive strength is shown in Table 2 and Table 3.
[0033] Table 2 Full tailings of fine ore (40% mud), compressive strength of gel (MPa)
[0034]
[0035] The mortar ratio refers to the mass ratio of the cementitious material of the present invention to the tailings slurry, and the same applies below.
[0036] Table 3 -200 mesh copper ore classification tailings, gel compressive strength (MPa)
[0037]
Embodiment 2
[0039] Belite-sulfoaluminate cement is compounded according to the ratio of sulfoaluminate cement and ordinary Portland cement at a ratio of 1:3, and the components in Example 1 are mixed and milled to obtain a cementitious material. The cementitious material was tested with the fine ore tailings and the -200 mesh copper ore classified tailings respectively. The compressive strengths are shown in Table 4 and Table 5.
[0040] Table 4 Full tailings of fine ore (40% mud content), compressive strength of gel
[0041]
[0042] Table 5 -200 mesh copper ore classified tailings, gel compressive strength
[0043]
Embodiment 3
[0045] 25.26% Belite-sulfoaluminate cement (sulfoaluminate cement and ordinary Portland cement are mixed in a ratio of 1:3), 4% anhydrous gypsum, 2% quicklime, 60% slag powder, 5 % Fly ash, 4% sodium silicate, 0.4% sodium fluorosilicate, 0.14% lithium hydroxide, 0.2% polycarboxylic acid type water reducing agent are mixed and milled to obtain a gelling material. The cementitious material was tested separately with all fine ore tailings and -200 mesh copper ore classified tailings. The compressive strengths are shown in Table 6 and Table 7.
[0046]
[0047] Table 6 Full tailings of fine ore (40% mud content), compressive strength of gel (MPa)
[0048]
[0049] Table 7 -200 mesh copper ore classification tailings, gel compressive strength (MPa)
[0050]
PUM
Property | Measurement | Unit |
---|---|---|
Compressive strength | aaaaa | aaaaa |
Compressive strength | aaaaa | aaaaa |
Compressive strength | aaaaa | aaaaa |
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