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Slump loss and compressive strength of concrete containing new nonfreezing agent at low temperature

机译：含新型非冷冻剂的混凝土在低温下的坍落度损失和抗压强度

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赤間智仁; 井上真澄; 須藤裕司; 鮎田耕一; 岡田包儀; AKAMA Tomohito; INOUE Masumi; SUDOH Yuhji; AYUTA Koichi; OKADA Kaneyoshi;
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年度 2013
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正文语种 ja
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1. Effect of retempering with superplasticizer admixtures on slump loss and compressive strength of concrete subjected to prolonged mixing [J] . Sakir Erdogdu Cement and Concrete Research . 2005,第5期

机译：高效减水剂回火对长时间搅拌混凝土的坍落度和抗压强度的影响
2. Influences of Parameters on Slump Flow and Compressive Strength Properties of Aluminosilicate Based Flowable Geopolymer Concrete Using Taguchi Method [J] . International journal of applied mechanics . 2020,第3期

机译：基于铝硅酸盐的铝硅酸盐的坍落度流动和抗压强度性能的影响
3. Influences of Parameters on Slump Flow and Compressive Strength Properties of Aluminosilicate Based Flowable Geopolymer Concrete Using Taguchi Method [J] . Silicon . 2020,第3期

机译：基于铝硅酸盐的铝硅酸盐的坍落度流动和抗压强度性能的影响
4. Effect of steel fibers on self-compacting concrete slump flow and compressive strength [C] . N Majain, A B A Rahman, R N Mohamed Asia Pacific Structural Engineering and Construction Conference . 2019

机译：钢纤维对自压力混凝土坍落度和抗压强度的影响
5. The effectiveness of concrete temperature and entrained air content in concrete compressive strength. [D] . Barghout, Saad Farid. 1999

机译：混凝土温度和夹带空气含量对混凝土抗压强度的影响。
6. Experimental data on compressive and flexural strengths of coir fibre reinforced foamed concrete at elevated temperatures [O] . M.A. Othuman Mydin, N. Mohd Zamzani, A.N. Abdul Ghani 2019

机译：高温下椰壳纤维增强泡沫混凝土的抗压和抗折强度试验数据
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. THE EFFECT OF CEMENT COMPOSITION ON STRENGTH, SETTING TIME, AND SLUMP LOSS OF CONCRETE CONTAINING A LIGNIN-TYPE WATER-REDUCING SET-RETARDING ADMIXTURE [R] . 1963

机译：水泥组成对含木质素型减水凝固剂混凝土强度，凝固时间和淤泥损失的影响

Slump loss and compressive strength of concrete containing new nonfreezing agent at low temperature

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