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预应力混凝土构件的英文

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"预应力混凝土构件"怎么读用"预应力混凝土构件"造句

英文翻译手机手机版

  • prestre ed concrete member
  • prestressed concrete member

例句与用法

  • Concrete , reinforced and prestressed concrete structures - part 1 : design and construction
    加筋和预应力混凝土构件.第1部分:设计
  • Specification for design and construction of cold - drawing wire prestressed concrete members
    冷拔钢丝预应力混凝土构件设计与施工规程
  • The temperature variety of environment that prestress concrete members lie and inner prestress concrete members had been studied according to high structure construction
    本文结合某高层框-剪结构中的预应力张拉施工,实测了预应力混凝土构件所处环境的温度变化,以及构件内部温度场的变化。
  • Previous research showed that the unbonded prestressed concrete member has the similar ductility to the commom reinforced concrete member , while the energy - dissipating capacity is worse that can be found from the narrow hysteretic characteristic
    以往的研究也表明:无粘结预应力混凝土构件具有与普通钢筋混凝土构件相近的延性,但其耗能能力随着预应力度的加大而有所降低,表现在滞回环的捏拢现象越来越明显。
  • The development of the technology of the prestressed concrete with unbonded tendons has promoted the development of new materials , new structure , new technology , new craftwork . since 1980 the application has ranged from single member to a whole structure such as flat floor , frame , high - story structure , portal rigid frame , special structure and special structure
    无粘结预应力混凝土技术的发展,促进了新材料、新结构、新技术、新工艺的发展,自80年代以来,已从单个预应力混凝土构件发展到预应力混凝土结构:平板结构、框架结构、门式刚架、高层结构、空间结构及特种结构等。
  • The results show that the temperature variety in prestress concrete could not been neglected . the main factors that affect the temperature distribution had been analyzed basing on experiment results and much datas of environment variety , and provided a simple curve about periodical variety environment temperature
    在现场试验研究和其它的环境温度的大量实测资料的基础上,对影响预应力混凝土构件内部温度分布的主要因素进行分析,提出了周期性变化的环境温度可在数学上简化为一条简单的简谐波曲线。
  • Then the area of ordinary steel bar may be calculated with the equation of ultimate bending capacity on normal sections and structures in detail . the method avoids the problems of the secondary internal force produced by the prestress and the troublesome " passive design " . the method makes design more simple , reasonable and economical , the new design mode of prestressed concrete structures in statically indeterminate structures is improved
    该方法以预应力混凝土结构中所有预应力混凝土构件同时满足两类极限状态为设计原则,从整体上考虑了以结构中每一预应力混凝土构件满足使用性能为要求联立方程,确定预应力筋,再利用正截面承载力计算公式和构造要求确定非预应力筋。
  • Partially prestressed concrete structure has been widely used in the field of civil engineering . the deformation is very important for prestressed concrete members , for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction . at present , there are some formulae for deformation in the criterion of many countries . mostly there are 3 methods in use : double linearity method , method of valid inertia and curvature integral calculus method . this article will discuss the influence of material , spa , construction form , and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation
    在土木工程领域,部分预应力混凝土结构因其良好的跨越能力和经济性而得到了广泛的应用,并发挥了巨大的作用。由于采用了高强度材料并进一步改善了设计和施工技术,预应力混凝土构件一般比普通钢筋混凝土构件更为细巧,因此,挠曲变形问题显得尤为重要起来。目前,各国规范对于部分预应力混凝土构件的变形计算均有相应的公式,变形计算的关键是刚度的计算。
  • This product is mainly used for prestressed and post - tensioning technology in large , medium and small sizes of various of pc structures , and widely used for civil engineering construction of large scale railroad , high - way bridges , buildings , truesses , overhead crane beams , industrial and civil prefabricated concrete floor , wall board , trbular piles , power line poles , power line poles , pc water pipes , tv towers and nuclear power station , etc
    主要用于制作先、后张法的大、中、小型各种结构形状的预应力混凝土构件,如铁路、公路、屋架、吊车梁、工业民用预制板、墙板、管桩、电杆和预应力混凝土水管、电视塔、核电站等工程建设上。
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