预制预应力混凝土的英文

• precast prestressed concrete

• "预制"英文翻译    prefabricate; precut
• "预应力混凝土"英文翻译    prestressed concrete
• "预制预应力混凝土单元" 英文翻译 :    precast prestressed concrete unit
• "预制预应力混凝土梁" 英文翻译 :    precast prestressed concrete beam
• "预应力混凝土" 英文翻译 :    prestre ed concrete; prestressed concrete; ps concrete; psc
• "双向预应力混凝土" 英文翻译 :    double prestressed concrete
• "双重预应力混凝土" 英文翻译 :    doubly prestressed concrete
• "预应力混凝土坝" 英文翻译 :    prestressed concrete dam
• "预应力混凝土钢丝" 英文翻译 :    prestressed concrete wire
• "预应力混凝土构件" 英文翻译 :    prestre ed concrete member; prestressed concrete member
• "预应力混凝土管" 英文翻译 :    prestressed concrete pipe (pcp)
• "预应力混凝土管柱" 英文翻译 :    prestressed-concrete cylinder
• "预应力混凝土管桩" 英文翻译 :    prestressed concrete pipe pile
• "预应力混凝土轨枕" 英文翻译 :    prestressed reinforced concrete tie
• "预应力混凝土结构" 英文翻译 :    prestressed concrete structure; prestressed reinforced concrete construction
• "预应力混凝土梁" 英文翻译 :    prestressed concrete beam
• "预应力混凝土路面" 英文翻译 :    prestressed concrete pavement
• "预应力混凝土锚具" 英文翻译 :    anchorage device
• "预应力混凝土桥" 英文翻译 :    prestressed concrete bridge
• "预应力混凝土桥身" 英文翻译 :    prestressed concrete deck
• "预应力混凝土容器" 英文翻译 :    prestressed concrete vessel
• "预应力混凝土水池" 英文翻译 :    preload tank
• "预应力混凝土塔" 英文翻译 :    prestressed concrete tower
• "预应力混凝土芯棒" 英文翻译 :    prestressed concrete bar
• "预应力混凝土芯管" 英文翻译 :    central tube

• Precast prestressed concrete products
  预制预应力混凝土制品
• Precast prestressed concrete beam
  预制预应力混凝土梁
• Construction technology of pre - stressing concrete hollow plate beam precasted by monolithic tension method
  整体张拉法预制预应力混凝土空心板梁
• Traffic flow in this corridor was further improved with the completion of the princess margaret road flyover , which was the first precast pre - stressed concrete flyover constructed in hong kong
  公主道天桥建成后，这条走廊的交通进一步得到改善。公主道天桥是全港首条以预制预应力混凝土建造的天桥。
• With the retrospection of the developing course of the bored pile foundation and combining with my practical experience , the paper expatiates upon the design principle of percent of fit of the stone - fill grouted concrete and the main factors of the influence strength target , and the final pile technique introduction of the hollow pile of the stone - fill grouted concrete and the precast prestressed concrete ; baesd on the theory of slurry hydraulics , empirical calculation formulas of the radis and height of diffuse slurry are deduced in this paper ; it analyzes the test pile materials of the hollow pile foundation , such as luoyang yi river bridge and dangwang jian river bridge ; the new technique of the hollow pile , which provides the generalization and application with base materials , expounds its feasibilities , adaptabilities and economy
  本文通过综合分析国内外钻孔桩基础的发展历程及研究现状，重点讨论了填石压浆混凝土空心桩、预制预应力混凝土空心桩的成桩工艺、填石压浆混凝土的配合比设计原理及影响强度指标的主要因素；根据泥浆水力学原理，导得了考虑各种因素的水泥浆液在预填骨料中的流动影响半径和上升高度；结合河南省洛阳伊河大桥、党湾涧河大桥工程实践，讨论了填石压浆混凝土空心桩基础的质量检测方法及标准；并在此基础上，深入分析了桩侧、桩端承载能力，提出了填石压浆混凝土空心桩的设计计算理论和方法。最后，论证了空心桩新工艺的可行性、适应性、经济性，为大力推广应用空心桩新技术提供了可靠的技术资料。
• By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames . also it forms the framework of subassemblage and prestressed concrete frames , and explores a new way for industrial production of prestressed structures
  后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。
• By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressing concrete frames . also it forms the framework of subassemblage and prestressing concrete frames , and explores a new way for industrial production of prestressing structures , based on analysis about the experiments of the reversed cyclic loading on the beam - column , the seismic design method of the prestressed subassemblag e frames , the principle of the analysis about the internal forces and the seismic method of the structure are established , and then the global forces analysis method under the redistributed in
  后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。本文在梁柱组合体低周反复荷载试验的基础上进行理论分析，建立预压装配式框架抗震设计方法、内力分析原则和抗震构造措施，并探讨考虑内力重分布的整体受力分析方法。
• By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressed concrete frames . also it forms the framework of subassemblage and prestressed concrete frames , and explores a new way for industrial production of prestressed structures . by analyzing this system , a series of conclusion are provided , incluing modulation of bending moment produced by vertical loads within beam end , secondary internal forces produced by pretress force , shear resistance of the end of beams , the influence of lateral restrains . theresearch results of this paper are proved to be practical . some advices are also brought forward on the design process
  后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。本文针对预压装配式预应力混凝土框架，从竖向荷载作用下的梁端弯矩调幅、施加预应力在框架中产生的次内力、梁端抗剪承载力、考虑侧限的无侧移框架的承载力分析四个方面对该种装配式结构体系的性能做了详细的研究。