High performance concrete with a quick resistance development lacking added materials with latent hydraulic activity

• 1. 不含有潜在亲水活性添加剂的具有快速耐性发展的高性能混凝土 [P] . 中国专利： CN101180245A . 2008-05-14
• 2. 不含有潜在水化活性添加剂的具有快速耐性发展的高性能混凝土 [P] . 中国专利： CN101180245B . 2013.01.02
• 3. HIGH PERFORMANCE CONCRETE WITH A QUICK RESISTANCE DEVELOPMENT LACKING ADDED MATERIALS WITH LATENT HYDRAULIC ACTIVITY [P] . IN276807B . 2016-11-04

  机译： 高性能混凝土，具有快速抵抗发展能力，缺乏具有延迟液压活性的添加材料

• 4. HIGH PERFORMANCE CONCRETE WITH A QUICK RESISTANCE DEVELOPMENT LACKING ADDED MATERIALS WITH LATENT HYDRAULIC ACTIVITY [P] . CA2608536C . 2014-12-30

  机译： 高性能混凝土，具有快速抵抗发展能力，缺乏具有延迟液压活性的添加材料

• 5. HIGH PERFORMANCE CONCRETE WITH A QUICK RESISTANCE DEVELOPMENT LACKING ADDED MATERIALS WITH LATENT HYDRAULIC ACTIVITY [P] . 欧洲知识产权局专利： EP1888480B1 . 2014-03-12

  机译： 高性能混凝土，具有快速抵抗发展能力，缺乏具有延迟液压活性的添加材料

• 1. Recent progress in laser texturing of battery materials: a review of tuning electrochemical performances, related material development, and prospects for large-scale manufacturing [J] . Wilhelm Pfleging 极端制造（英文） . 2021,第001期
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• 5. Study of the performance of four repairing material systems for hydraulic structures of concrete dams [J] . K. F. Portella, P. N. Pereira, R. P. Santos Cermica . 2003,第309期
• 6. Air Quenching of Steel Slag to Enhance its Hydraulic Activity for Recycling the Slag as Materials in Cement and Concrete Applications [C] . PENG Xue, QIXING Yang, GUIQUN Liu International Conference on Material Science and Engineering Technology . 2017
• 7. Development and construction of Low-Cracking High-Performance Concrete (LC-HPC) bridge decks: Construction methods, specifications, and resistance to chloride ion penetration. [D] . McLeod, Heather Anne Kirkvold. 2009
• 8. Materials for Production of High and Ultra-High Performance Concrete: Review and Perspective of Possible Novel Materials [O] . Markssuel Teixeira Marvila, Afonso Rangel Garcez de Azevedo, Paulo R. de Matos, 2021
• 9. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017
• 10. Optimization of Concretes and Repair Materials for Corrosion Resistance [R] . Thompson, N. G., Lankard, D. R. 1999

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