According to the computation method and construction practice, the design of the unbonded prestressed slab-column structure is presented and its economy is analyzed.
根据实例从结构的具体计算方法及构造施工措施等方面阐述了无粘结预应力板柱结构体系的设计，并进行了经济分析。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
The slab column structure without column cap which is a new type of building structure has not been used usually in engineering practice, especially rarely applied in earthquake regions.
无柱帽板柱结构作为一种新型的房屋结构形式，在工程实践中应用不多，尤其是在地震区的使用就更少。
Lifting column and slab construction in the multi-storey housing structure components are discussed.
主要就多层房屋结构构件中柱子及梁板的吊装施工进行讨论分析。
This paper discusses a new spatial structure-composite grid slab column structure, which is designed to transform single way force into two-way force to form a spatial forcing system.
现讨论一种新型空间结构—组合式网格板柱结构，它使单向受力变为双向受力，从而形成三维受力体系。
This paper discusses a new spatial structure-composite grid slab column structure, which is designed to transform single way force into two-way force to form a spatial forcing system.
现讨论一种新型空间结构—组合式网格板柱结构，它使单向受力变为双向受力，从而形成三维受力体系。
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