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Strength Properties of Mortar According to Types of Binders for Reducing Curing Process of Concrete Secondary Products for Reduction CO2

机译：根据粘合剂类型的砂浆强度特性，用于减少混凝土二级产品的固化过程，减少CO2

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Ha-Seog Kim; Dae-Hyun Baek; Sea-Hyun Lee;
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年度 2014
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1. Surface Heat Reduction of Asphalt Concrete by Top Filling with Mortar Prepared by Oyster Shell Aggregate and Ground Granulated Blast Furnace Slag and Their Strength in Different Curing Condition [J] . Mohammad Raihanul ISLAM, ISHIGURO Satoru, YAMANAKA Masayoshi 農業農村工学会论文集 . 2015,第2期

机译：牡蛎壳骨料和高炉矿渣砂浆顶填砂浆降低沥青混凝土的表面热量及其在不同养护条件下的强度。
2. Sorptivity and strength of air-cured and water-cured PC-PFA-MK concrete and the influence of binder composition on carbonation depth [J] . J. Bai, S. wild, B.B. Sabir Cement and Concrete Research . 2002,第11期

机译：空气固化和水固化的PC-PFA-MK混凝土的吸收强度和强度以及粘合剂组成对碳化深度的影响
3. Thermal reactivity of slag cement binders and the response of high strength concretes to in-situ curing conditions [J] . S. L. Mak Materials and structures . 2000,第225期

机译：矿渣水泥粘合剂的热反应性和高强度混凝土对原位养护条件的响应
4. Effects of shrinkage-reducing additives o nthe curing shrinkage and strengths of unaturated polyester mortar [C] . Y.K.Jo, Y.S.Soh, W.K.Kim, Third Asia Symposium on Polymers in Concrete November 20-23, 2000 Tongji University . 2000

机译：减缩剂对不饱和聚酯砂浆固化收缩率和强度的影响
5. A Relationship Between the Strengths of Type N Cubic Mortar Specimens and In-Situ Mortar [D] . Reynolds, Michael Scott. 2019

机译：n立方砂浆标本和原位砂浆型强度之间的关系
6. Impact of Different Binders on the Roughness Adhesion Strength and Other Properties of Mortars with Expanded Cork [O] . Danuta Barnat-Hunek, Marcin K. Widomski, Małgorzata Szafraniec, 2018

机译：不同粘合剂对软木膨胀砂浆的粗糙度粘合强度及其他性能的影响
7. 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

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Strength and Durability of Concrete: Effects of Cement Paste-Aggregate211 Interfaces. Part 2. Significance of Transition Zones on Physical and Mechanical 211 Properties of Portland Cement Mortar [R] . Lee, T. F. F., Cohen, M. D., Chen, W. F., 1998

机译：混凝土的强度和耐久性：水泥浆 - 骨料211界面的影响。第二部分过渡区对硅酸盐水泥砂浆物理力学性能的意义

Strength Properties of Mortar According to Types of Binders for Reducing Curing Process of Concrete Secondary Products for Reduction CO2

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