- fabricated construction
- fabricated structure
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装配式结构的英文
例句与用法
- Prefabricated reinforced components of lightweight aggregate concrete with open structure
装配式结构的轻骨料混凝土预制增强构件 - Used to component joint water - proof , building distortion seam , construction seam and metal , concrete etc seam water - proof , for example , tunnel , substructure etc underground seam water - proof construction
适用于装配式结构构件砌接缝防水，建筑物变形缝、施工缝用和金属、混凝土等各类预制件的接缝防水，例如：隧道、人防、基础工程等地下工程的接缝防水。 - Concrete structure of prestressed composite slab surmounts shortcoming of the traditional slab , has the merits of cast - in - site structure and assemble structure , such as larger integer rigidity , preferable anti - seismic property , lower material consumption and cost , shorter construction period , and simple construction technology . the structure can be applied to high - rise and popularized in engineering construction
混凝土叠合楼盖结构克服了传统楼盖的不足，兼有现浇和装配式结构之特点，具有整体刚度大、抗震性能好、节省材料、降低造价、缩短工期、施工方便等优点，能在多、高层建筑中使用，可在工程建设中广泛投入应用。 - In practical application , it is often applied and extensively to floorslab structure in particular , and has prominent advantages as economizing materials , convenienting for construction , being in favor of resisting earthquake action , better monolithic property than assembled concrete structure
在工程实际应用中，特别是在楼盖结构上的应用较为广泛，且优点比较突出。这种结构整体性好，抗震性能优越(相对装配式结构而言) ，节省三材，施工方便且缩短工期(相对整浇结构而言) 。 - 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。