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Performance Evaluation and Quality Control of High Strength Pre-cast Concrete using 150 MPa Concrete

机译：使用150MPa混凝土的高强度预铸混凝土性能评价与质量控制

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H. Jinnai; R. Terauchi; T. Kohama; A. Hattori;
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年度 2008
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1. Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way [J] . Kay Wille, Antoine E. Naaman, Gustavo J. Parra-Montesinos ACI Materials Journal . 2011,第1期

机译：抗压强度超过150 MPa（22 ksi）的超高性能混凝土：一种更简单的方法
2. Evaluation of Ratio between Splitting Tensile Strength and Compressive Strength for Concretes up to 120 MPa and its Application in Strength Criterion [J] . Nihal Arioglu, Z. Canan Girgin, Ergin Arioglu ACI Materials Journal . 2006,第1期

机译：120 MPa以下混凝土抗拉强度与抗压强度比率的评价及其在强度准则中的应用。
3. Evaluation of Compressive strength and Workability of normal concrete, Temperature controlled (TC) concrete and emperature controlled self-compacted (TCSC) concrete [J] . Er. Jatinder Kumar, Er. Kshipra Kapoor International Journal of Engineering Research and Applications . 2017,第5期

机译：普通混凝土，温控（TC）混凝土和温控自密实（TCSC）混凝土的抗压强度和可加工性评估
4. Development and Construction Record on High-Strength Concrete with the Compressive Strength Exceeding 150MPa [C] . H. Jinnai, S. Kuroiwa, S. Watanabe, SP-228; International Symposium on Utilization of High-Strength/High-Performance Concrete vol.2; 20050620-24; Washington,DC(US) . 2005

机译：抗压强度超过150MPa的高强度混凝土的开发与施工记录
5. Application of pullout test fracture strength and theory toward a quality management system for controlling concrete pavement cracks. [D] . Dilly, Ronald Lee. 1994

机译：拉拔试验断裂强度和理论在控制混凝土路面裂缝的质量管理体系中的应用。
6. Structural Safety Evaluation of Precast Prestressed Concrete Deck Slabs Cast Using 120-MPa High-Performance Concrete with a Reinforced Joint [O] . Jae-Hyun Bae, Hoon-Hee Hwang, Sung-Yong Park 2019

机译：用120 MPa高性能钢筋混凝土浇筑的预制预应力混凝土桥面板的结构安全性评估
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. Fatality Assessment and Control Evaluation (FACE) Report for Nebraska: Concrete Block Truck Operator Struck by Falling Pre-Cast Steps [R] . 2006

机译：内布拉斯加州的死亡率评估和控制评估（FaCE）报告：混凝土砌块卡车操作员受到预制浇筑步骤下降的影响

Performance Evaluation and Quality Control of High Strength Pre-cast Concrete using 150 MPa Concrete

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