耐火柱 的英文怎麼說

中文拼音 [nàihuǒzhù]
耐火柱 英文
fire resisting column
  • 耐 : 動詞（受得住; 禁得起） be able to bear or endure
  • 火 : fire
  • 火柱 : fire pillar
  1. Fire resistance tests for loadbearing elements - columns

    承重構件的耐火試驗.柱子
  2. Standard classification of mullite refractories

    富鋁紅柱石耐火材料的標準分類
  3. Test methods for determining the contribution to the fire resistance of structural members - applied protection to concrete filled hollow steel columns

    測定結構薄板耐火性的試驗方法.防火用混凝土填充的空心鋼柱
  4. 9. nonline transient temperature field was analyzed for concrete - filled square steel tubular columns. fire resisting limit of concrete - filled square steel tubular columns was discussed. 10

    對內（圓）鋼管增強方鋼管混凝土柱在火災高溫下的非線性瞬態溫度場進行了分析，討論了內（圓）鋼管增強方鋼管混凝土柱的耐火極限。
  5. Such parameters as in - service function, construction technique, construction speed, earthquake resistance behaviour and fire resistance behaviour were analyzed, the results showed that rpc filled in steel tube columns had advantages over other columns in the respects. from the economical analysis of different columns supporting similar loading, it can be seen that the material price of rpc filled in steel tube columns was the lowest. considering outstanding durability of rpc material, the macro - price of rpc filled in steel tube columns should be the lowest and the economical benefit should be the best

    通過對鋼管活性粉末混凝土柱的建築使用功能、施工工藝、施工速度、抗震性能、耐火性能等眾多指標的分析以及在構件承受相同荷載條件下鋼管活性粉末混凝土和不同強度的鋼管混凝土、鋼筋混凝土、鋼柱的材料造價的比較，可以看出，鋼管活性粉末混凝土的局部造價是最低的，結合rpc材料優異的耐久性能，可以認為該組合結構的材料造價是最低的，具有極好的經濟效益。
  6. After the analysis about main body members, the paper analyzes the steel ' s fireproof, especially discusses the increasing of fire resistance time because of the existence of core concrete. further more, the paper particular argues the erode - proof on steel architecture

    在進行完主體構件分析后，接著對鋼結構的防火進行了分析，尤其探討了鋼管混凝土柱因為核心混凝土的存在而導致耐火時間的增加；另外，對鋼結構防腐也進行了詳細的論述。
  7. In this thesis, the experimental research of the behavior of high strength concrete axial compression columns and eccentric compression columns under non - uniform temperature field are conducted. from the experimental analysis, the variational regularity of ultimate load capacity and deformation of high strength concrete compression - flexure members under non - uniform temperature field is obtained. the influences of different factors including temperature, stirrup contents, strength grade of concrete, pre - loading level, eccentricity and different loading - temperature paths to refractory capability of members are investigated

    文中還對高強混凝土軸心受壓柱和偏心受壓柱在不均勻溫度場下的力學性能進行了試驗研究，通過試驗分析了高強混凝土壓彎構件極限承載力和變形在不均勻溫度場下的變化規律，考察了不同升溫溫度、箍筋用量、混凝土強度等級、預加荷載水平、荷載偏心以及荷載?溫度途徑等對構件耐火性能的影響，通過試驗量測，得到了構件的截面溫度場。
  8. 1902 - 511 methods of testing refractory materials - refractory and thermal properties - determination of thermal spalling resistance by the prism test method 1902 - 511

    耐火材料試驗方法.第5部分:耐火和耐熱性.第11節:通過稜柱試驗測定耐熱剝離性
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