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- precast prestressed concrete slab 预应力混凝土空心板
- precast prestressed concrete frame 预制预应力混凝土框架
- precast prestressed concrete unit 预制预应力混凝土单元
- Precast prestressed concrete panel for composite slab GB16727-1997叠合板用预应力混凝土薄板
- STUDY ON FORM AND DESIGN APPROACH OF PRECAST PRESTRESSED CONCRETE FRAMES 预制预应力混凝土框架结构形式及设计方法研究
- Experimental study on large precast prestressed concrete spatial structures 大型预制预应力混凝土空间结构试验研究
- Causes for Cracks on Precast Prestressed Concrete Beam and Preventative Measures 预应力混凝土预制梁裂缝产生的原因及预防措施
- Construction Quality Control of Precast Prestressed Concrete Pipe Pile of Soft Soil Foundation 软土地基预制预应力混凝土管桩施工
- Research on Application of Precast Prestressed Concrete Composite Plate to Pavement 预制预应力混凝土复合路面板的应用研究
- Research on seismic behavior of partially unbonded precast prestressed concrete frames and beam-column subassemblies 部分无黏结预制预应力混凝土框架及其节点抗震能力研究
- Application of Fabricated Precast Prestressed Concrete Frame Structure Column Connecting Technique in a Construction Project 世构体系接柱技术在南京审计学院工程中的应用
- Seismic Research by Experiment for the Joint of Framed Structures Comprised of Precast Prestressed Concrete Components(Scope System), 朱洪进,预制预应力混凝土装配整体式框架结构(世构体系)节点试验研究
- Experimental Study on Seismic Performances of Precast Prestressed Concrete Beam-to-column Connections with Unbonded Tendons 无黏结预应力装配式框架内节点抗震性能研究
- precast prestressed concrete 预制预应力混凝土
- Rubber bush for prestressed concrete tubing. 说明:制造预应力水泥管时使用的橡胶模套,。
- Cracking is almost completely avoided in prestressed concrete. 预应力混凝土几乎可以完全避免出现裂缝。
- The results show that the performances of precast prestressed beam-to-column concrete connections with unbonded tendons are equal or superior to that of a monolithic connection in terms of ductility and displacement-restoring capacity. 结果表明,无粘结预应力装配式混凝土框架连接具有良好的耗能能力,在延性和变形恢复能力上比现浇连接更优。
- N.Rajagopalan, Prestressed Concrete, Alpha Science Intl.Ltd, 2002. 预应力混凝土结构,贾正甫,文京图书,2001。
- The paper studies on deformation control problem in precast splice course of 25m wide arc prestressed concrete segment box beam in combination with Hu-Min Road Elevated Road Stage II Project in Shanghai City. 结合上海市沪闵路高架二期工程 ,对采用的 2 5m宽弧形预应力混凝土节段箱梁在预制拼装过程中的变形控制问题进行研究。
- The stiffening beams of the side spans are prestressed concrete box beams. 主跨加劲梁为钢箱梁,边跨加劲梁为预应力混凝土箱梁。