| 简支梁桥面连续长度计算及伸缩缝设置的探讨 |
| |
| 引用本文： | 徐和国,杨应坤,张伟,熊善策,曾宪明. 简支梁桥面连续长度计算及伸缩缝设置的探讨[J]. 湖南城市学院学报(自然科学版), 2001, 0(3) |
| |
| 作者姓名： | 徐和国 杨应坤 张伟 熊善策 曾宪明 |
| |
| 作者单位： | 信阳豫南公路工程公司，豫335线工程监理办，信阳豫南公路工程公司，罗山公路局，罗山公路局 河南 光山 465450，河南 罗山 464200，河南 光山 465450，河南 罗山 464200，河南 罗山 464200 |
| |
| 摘 要： | 通过影响混凝土体变因素的分析，推导出桥面连续的一联长度计算公式．在保持桥面平整顺畅及行车舒适的前提下，合理确定伸缩缝宽度；改变传统的伸缩缝结构位置，将其从原桥梁端部移至距梁端60 cm处，称之为“桥面滑动伸缩缝”．
|
| 关 键 词： | 桥面连续 伸缩缝 热胀干缩 |
Discussion About Specifying Expansion Joint and Calculating Continuous Length of Free Beam Deck |
| |
| XU He-guo,YANG Ying-kun,ZHANG Wei,XIONG Shan-ce,ZENG Xian-ming. Discussion About Specifying Expansion Joint and Calculating Continuous Length of Free Beam Deck[J]. Journal of Hunan City University:Natural Science, 2001, 0(3) |
| |
| Authors: | XU He-guo YANG Ying-kun ZHANG Wei XIONG Shan-ce ZENG Xian-ming |
| |
| Affiliation: | XU He-guo1,YANG Ying-kun2,ZHANG Wei1,XIONG Shan-ce3,ZENG Xian-ming3 |
| |
| Abstract: | Based on the analysis of concrete alternation elements, this article deduces a calculation formula about the continuous deck length. The width of the expansion joint is reasonably defined provided that the deck is flat for a comfortable and ease movement. The expansion is specified in a position, 60 cm away from the bridge beam end. This kind of expansion joint is called "expansion joint of deck sliding". |
| |
| Keywords: | deck continuous length expansion joint specify |
| 本文献已被 CNKI 等数据库收录！ |
