| 混凝土桥面铺装的研究 |
| |
| 引用本文： | 张胜,黄启帝.混凝土桥面铺装的研究[J].城市道桥与防洪,2010(6):44-48. |
| |
| 作者姓名： | 张胜 黄启帝 |
| |
| 作者单位： | 1. 上海市政工程设计研究总院,上海市,200092
2. 同济大学道路与交通工程教育部重点试验室,上海市,201804 |
| |
| 摘 要： | 桥面铺装的早期损坏多是由防水粘结层的破坏诱发的。防水粘结材料抗剪强度不足会导致面层推挤、拥包、波浪和车辙的产生。该文以虹桥枢纽城市快速路混凝土桥面铺装项目为依托,分析了影响桥面铺装层间剪应力的几大因素,并选择国内常用的几种防水粘结层材料,进行剪切性能、拉拔性能试验,比较其性能,为工程中防水粘结材料的选择提供一定参考。
|
| 关 键 词： | 混凝土桥面铺装 防水粘结层 抗剪性能 拉拔性能 |
Study of Concrete Deck Paving |
| |
| Zhang Sheng,Huang Qidi.Study of Concrete Deck Paving[J].Urban Roads Bridges & Flood Control,2010(6):44-48. |
| |
| Authors: | Zhang Sheng Huang Qidi |
| |
| Abstract: | The early damage of deck paving is mostly caused by the damage of the waterproof bonding coat. The insufficient shear strength of waterproof bonding material will result in the jostle, piling up, wave and rut of facing layer. The article analyzes some factors influencing the shear stress among the deck paving coats according to Hongqiao Hub Urban Expressway Concrete Deck Paving Project, and selects some local common waterproof bonding coats to experiment and compare the shear performances and drawing perfor... |
| |
| Keywords: | concrete deck paving waterproof bonding coat shear performance drawing performance |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
