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化学胶的英文

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"化学胶"怎么读用"化学胶"造句

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  • chemical gum

例句与用法

  • Fabrication methods are categorized into three classes according to the consolidation mechanisms of the ceramic suspensions by fluid removal , physical or chemical gelation and particle flow
    按照陶瓷装料固结方式的不同对其进行了分类,分别为通过液体排除、物理或化学胶凝及颗粒流动进行陶瓷装料固结的无模成形技术。
  • In this paper , on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international , embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper , the experimental results of 32 pulling resistance test ( meiya z3530 ) are given , considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on , and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth
    本文在综合国内外化学胶植筋技术的工程实践和研究成果的基础上,对化学植筋的粘结锚固性能作了较深入的试验研究和理论分析。文中通过32个化学胶(美亚z3530 )植筋试件的拉拔试验研究,考虑混凝土强度、锚固长度、钢筋植筋、钻孔孔径、保护层厚度、箍筋配制情况及施工质量等因素对植筋粘结性能的影响,特别是植筋的施工质量对粘结性能的影响是比较容易被忽视的因素,对化学植筋的粘结锚固机理、破坏形态、承载力及滑移性能作了比较深入的剖析。
  • Secondly , this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example , this paper carried out scheme design for this technology , and compared some different kinds of underpinning scheme and node and structure design , and put forward the method of " reinforcce steel bar through column " to build pile cap beam , " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect , and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam , etc . in the process of the consturction scheme research and implement , this paper synthetically elaborated the organizaton for project construction , put forward the construction technical measure of specific aim on the artificial pile , and pile cap beam , and underground adding layer and structure stabilization , and overall structure stabilization and so on . for this project , adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction , use flexible connection catch to make the cage hoisting easier to simplify the construction process , use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation
    本文首先对于基础托换与结构加固技术的目的和意义、国内外发展状况进行了综合阐述;其次对该项技术工程分类及适应范围进行了理论上的分析研究;然后结合工程实例对该项技术进行了方案设计,对比几种不同的托换方案和节点及构造设计,提出了“通筋穿柱法”做承台梁, “抗弯抗剪锚筋法”强化柱加固效果, “钢板箍法”做地基梁钢筋连接点等多项技术;在施工方案的研究和实施过程中,对于工程施工组织进行综合阐述,并就人工挖孔桩、承台梁、地下加层及结构加固、整体结构稳定等专项施工方案提出有针对性的施工技术措施,人工挖孔桩施工采用钢筋砼护壁确保挖孔桩的安全成型,使用柔性连接钩进行钢筋笼吊装简化施工工序;承台梁施工采用梁主筋横穿柱身化学胶锚固等;地下加层综合施工技术采用土方分层对称平衡开挖,分段挖土做筏基结构自稳等;最后对于该工程实施后的效果分析,说明该项综合施工技术的可行性。
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