Superplasticizer of concrete for high resistance to chemical de-icing agents and strength

• 1. 具有优异的保坍性、较高的减水率、改善混凝土性能的聚羧酸减水剂及其制备方法 [P] . 中国专利： CN104496257B . 2017.02.01
• 2. 具有优异的保坍性、较高的减水率、改善混凝土性能的聚羧酸减水剂及其制备方法 [P] . 中国专利： CN104496257A . 2015-04-08
• 3. WATER-REDUCING AGENT FOR LOW HEATING HIGH STRENGTH CONCRETE, ALKALI ION ACTIVATION AGENT FOR LOW HEATING HIGH STRENGTH CONCRETE AND LOW HEATING HIGH STRENGTH CONCRETE COMPOSITE CONTAINING THE SAME [P] . 韩国专利： KR20160056969A . 2016-05-23

  机译： 低热高强度混凝土的减水剂，低热高强度混凝土和低热高强度混凝土的碱离子活化剂

• 4. BIO-CONCRETE BALL AND METHOD FOR MANUFACTURING THE SAME CAPABLE OF IMPROVING THE CHEMICAL RESISTANCE PROPERTY, STRENGTH, AND AFFINITY TO MICROORGANISMS OF A BIO-CONCRETE BALL [P] . 韩国专利： KR20110040411A . 2011-04-20

  机译： 生物混凝土球及其制造方法，能够提高生物混凝土球的耐化学性，强度和对微生物的亲和力

• 5. INTIMATE MIXING AGENT FOR STRENGTHENING STRENGTH WATER RESISTANCE AND DURABILITY OF CEMENT MORTAR CONCRETE [P] . 日本专利： JPS5332819B2 . 1978-09-11

  机译： 增强水泥砂浆混凝土的强度耐水性和耐久性的最佳混合剂

• 1. Effect of molecular structure and slump loss resistance of polycarboxylate superplasticizers on self-compacting concrete [J] . LAN Zi-dong 重庆大学学报（英文版） . 2016,第001期
• 2. Frost resistance of concrete: proceedings of The international RILEM Workshop on Resistance of concrete to freezing and Thawing with or without de-icing chemicals [J] . M.J. Setzer, R. Auberg Journal of Cold Regions Engineering . 1999,第1期
• 3. EXPERIMENTAL DETERMINATION OF THE INFLUENCE OF FRESH CONCRETE'S COMPOSITION ON ITS RESISTANCE TO WATER AND DE-ICING CHEMICALS BY MEANS OF TWO METHODS [J] . Kocab Dalibor, Komarkova Tereza, Kralikova Monika, Materiali in Tehnologije . 2017,第3期
• 4. The influence of alkali-contain ing de-icing agents on the alkali/silica reaction in pavement concretes for roads and airports [J] . Jochen Stark, Frank Bellmann, Bernd Gathemann, ZKG International . 2006,第11期
• 5. Experimental Comparison of Results of Variously Modified Tests of Concrete Resistance to Frost and De-icing Chemicals [C] . Romana Halamová, Dalibor Kocáb, Martin Alexa International Conference on Special Concrete and Composites . 2020
• 6. The Effect of Superplasticizers on the Water-Cement Ratio and on the Compressive Strength of High Strength Concrete. [D] . Khoshakhlagh, Pedram. 2011
• 7. Compressive Strength Chloride Permeability and Freeze-Thaw Resistance of MWNT Concretes under Different Chemical Treatments [O] . Xingang Wang, Inkyu Rhee, Yao Wang, -1
• 8. 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
• 9. Resistance to Chloride Infiltration of Superplasticized Concrete as Compared with Currently Used Concrete Overlay Systems [R] . Whiting, D., Dziedzic, W. 1989

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• 6. 微量增强剂与高效减水剂复合使用对混凝土强度的增效研究 [A] . 李朋 . 2016