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桥面铺装设计理论的研究
引用本文:罗立峰,钟鸣,黄成造.桥面铺装设计理论的研究[J].华南理工大学学报(自然科学版),2002,30(4):91-96.
作者姓名:罗立峰  钟鸣  黄成造
作者单位:1. 华南理工大学,交通学院,广东,广州,510640
2. 广州市公路局,广东,广州,510080
摘    要:通过结构的线弹性理论,考虑桥面铺装层本身的功能要求,对混凝土桥水泥混凝土桥面铺装层的受力进行了简化,并根据实际状况提出了若干假定。在此基础上,提出了以梁板体的最大弯矩为基础,以桥面铺装开裂和剥离为控制指标的水泥混凝土桥面铺装的计算方法,并给出了算例及适用条件。

关 键 词:桥面铺装  设计  公路混凝土桥  开裂  剥离
文章编号:1000-565X(2002)04-0091-06

A Study on Design Theory of Cement Concrete Bridge Deck Pavement
Luo Li_feng,Zhong Ming,Huang Cheng_zao.A Study on Design Theory of Cement Concrete Bridge Deck Pavement[J].Journal of South China University of Technology(Natural Science Edition),2002,30(4):91-96.
Authors:Luo Li_feng  Zhong Ming  Huang Cheng_zao
Institution:Luo Li_feng 1 Zhong Ming 2 Huang Cheng_zao 2
Abstract:By applying the theory of structure elasticity,this paper first gives an account of the function of the cement concrete bridge deck pavement, then simplifies the forces on the pavement and finally makes some hypothesis according to the realistic conditions. A design method is presented on the basis of the maximum moment of the force on the whole bridge and with the crack and fracture of cement concrete bridge deck pavement as the controlling index. An example and range of suitable use are also given in the paper.
Keywords:highway concrete bridge  bridge deck pavement  crack  fracture
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