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TESTS OF INFLUENCE OF SELECTED HYDROPHOBIC AGENTS ON STRENGTH PARAMETERS OF CELLULAR CONCRETE USED IN BUILDING ENGINEERING

机译：选定疏水剂对建筑工程中使用的蜂窝混凝土强度参数的影响

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This paper presents tests results and the evaluation of the influence of selected hydrophobic agents (A, B and C mark) on basic strength parameters of cellular concrete used in building engineering. Bending and compressive strength, moisture absorbability and freeze-thaw resistance were tested. Analysis of the obtained results allowed a conclusion that the application of suitable hydrophobic products to cellular concrete furthers the modification of its given strength parameters. Subsequently, cellular concrete with modified strength parameters can be applied in building engineering for construction and modernization of objects.

机译：本文介绍了测试结果和评价所选择的疏水剂（A，B和C标记）对建筑工程中使用的细胞混凝土基本强度参数的影响。弯曲和抗压强度，测试吸湿性和冻融抗性。所得结果的分析允许结论是将合适的疏水产品施加到细胞混凝土的细胞混凝土中，其给定强度参数的改性。随后，具有改性强度参数的细胞混凝土可以应用于建筑工程以建造和现代化的物体。

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《International symposium on innovation sustainability of structures in civil engineering 》|2009年||共7页
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中图分类建筑结构 ;
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building engineering; cellular concrete; compressive and bending strength; freeze-thaw resistance; hydrophobic agent; moisture absorbability; strength parameter;

机译：建筑工程;蜂窝混凝土;压缩和弯曲强度;冷冻 - 解冻电阻;疏水剂;防潮性;强度参数;

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1. Influence of selected hydrophobic agents on some properties of autoclaving cellular concrete (ACC) [J] . Damian Beben, Zbigniew Zee Manko Construction and Building Materials . 2011 ,第1期

机译：所选疏水剂对高压灭菌蜂窝混凝土（ACC）某些性能的影响
2. Increasing the reliability of engineering buildings and strengths of use of new small-based equipment for concrete works [J] . Inga Emeljanova, Mykola Derevyanko, Sergiy Guzenko, MATEC Web of Conferences . 2018 ,第3期

机译：提高工程建筑物的可靠性，并增强新型小型设备用于混凝土工程的实力
3. Influence of the porosity and pore size on the compressive and splitting strengths of cellular concrete with millimeter-size pores [J] . Construction and Building Materials . 2020 ,第Feba28期

机译：孔隙率和孔径对具有毫米孔的多孔混凝土抗压强度和抗劈裂强度的影响
4. TESTS OF INFLUENCE OF SELECTED HYDROPHOBIC AGENTS ON STRENGTH PARAMETERS OF CELLULAR CONCRETE USED IN BUILDING ENGINEERING [C] . Damian Beben, Zbigniew Zee Manko 2009年土木工程结构创新与可持续发展国际会议（The International Symposium on Innovation Sustainability of Structures in Civil Engineering）论文集 . 2009

机译：所选疏水剂对建筑工程中蜂窝混凝土强度参数的影响测试
5. The influence of selected surfactants and water quality parameters on surfactant-enhanced soil flushing of hydrophobic hydrocarbon contaminated soil [D] . Kimball, Sarah Leigh 1993

机译：所选表面活性剂和水质参数对疏水性烃污染土壤表面活性剂增强土壤冲刷的影响
6. Influence of Selected Factors on the Relationship between the Dynamic Elastic Modulus and Compressive Strength of Concrete [O] . Krystian Jurowski, Stefania Grzeszczyk 2018

机译：选择因素对混凝土动弹性模量与抗压强度关系的影响
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. Earthquake Response and Damage Prediction of Reinforced Concrete Masonry Multistory Buildings: Prism Tests for the Compressive Strength of Concrete Masonry [R] . Hegemier, G. A. , Krishnamoorthy, G. , Nunn, R. O. , 1977

机译：钢筋混凝土砌体多层建筑的地震反应及损伤预测：混凝土砌体抗压强度的棱镜试验

TESTS OF INFLUENCE OF SELECTED HYDROPHOBIC AGENTS ON STRENGTH PARAMETERS OF CELLULAR CONCRETE USED IN BUILDING ENGINEERING

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