STUDY ON SAFETY OF SHALLOW BURIAL FRPM PIPE CULVERT UNDER HEAVY VEHICLE DRIVING DURING CONSTRUCTION PERIOD

Abstract

Abstract: FRPM pipe has the advantages of light weight, high strength, short construction period and good durability. It can be used as a substitute for traditional reinforced concrete road pipe culvert materials, and has a wider application prospect in highway engineering. In order to study the influence of the engineering transport vehicle during the construction period on the bearing characteristics of the buried glass fiber reinforced plastic pipe culvert and the thickness of the pipe top cover to ensure the safety of the pipe culvert, the dynamic load test and the load of the heavy soil are analyzed. The dynamic strain change characteristics of the glass fiber reinforced plastic sand pipe under driving are investigated. The results show that the top of the culvert pipe of the FRP sand pipe is the control point during construction, the maximum stress is 0.6 MPa, which is much smaller than the compressive strength of the pipe culvert. The thickness of the cover soil is 50 cm, which can allow heavy-duty engineering transport vehicles to pass, and the safety of the glass-reinforced plastic pipe culvert during highway construction. Sex control points have important guiding significance and engineering application value.

Key words: heavy truck driving, FRPM pipe, construction period, highway culvert, mechanical property

CLC Number:

TB332

CHEN Zhao-nan, PEI Ya-nan, WEI Lian-yu, JIANG Ke-lin. STUDY ON SAFETY OF SHALLOW BURIAL FRPM PIPE CULVERT UNDER HEAVY VEHICLE DRIVING DURING CONSTRUCTION PERIOD[J]. Composites Science and Engineering, 2019, 0(11): 81-85.

References

[1] 杨繁. 玻璃纤维增强塑料夹砂管涵洞的应用研究[D]. 武汉: 武汉理工大学, 2003.
[2] 陈涛. 基于有限元分析的玻璃钢夹砂管道的强度分析与优化设计[D]. 南昌: 南昌大学, 2015.
[3] 陈兆南, 魏连雨, 张济源, 等. 基于室内试验的公路FRPM管涵洞有限元分析[J]. 玻璃钢/复合材料, 2017(11): 66-71, 49.
[4] 陈成林, 周启源. 玻璃钢顶管在高速公路涵洞工程的应用[J]. 公路, 2007(5): 13-15.
[5] 陈兆南, 魏连雨, 郑彦军, 等. 动荷载作用下玻璃钢夹砂管力学响应分析[J]. 玻璃钢/复合材料, 2016(12): 70-74.
[6] 周仕刚, 薛元德. 玻璃钢夹砂管应用现状与标准化[C]//第四届玻璃钢复合材料市场和技术发展高层论坛论文集. 中国玻璃纤维工业协会、中国不饱和聚酯行业协会, 2010: 52.
[7] 陈兆南, 魏连雨, 裴亚男, 等. 玻璃钢夹砂管树脂砂浆强度优化试验研究[J]. 玻璃钢/复合材料, 2017(9): 78-81.
[8] 王立新. 玻璃钢夹砂管在公路排水工程中的应用[J]. 公路交通技术, 2002(2): 78-80.
[9] 杨建明, 时强, 潘多军, 等. 玻璃钢夹砂管道穿越国道和高速公路的工程实践[J]. 玻璃钢/复合材料, 2014(8): 72-76.
[10] 李新亮, 李素贞, 申永刚. 交通荷载作用下埋地管道应力分析与现场测试[J]. 浙江大学学报(工学版), 2014, 48(11): 1976-
1982.
[11] 杨建明, 胡中永, 李希才. 定长缠绕玻璃钢夹砂管生产质量控制[J]. 玻璃钢/复合材料, 2013(5): 60-61, 66.
[12] 许家忠, 尤波, 李文龙. 玻璃钢夹砂管道CAD/CAM系统[J]. 玻璃钢/复合材料, 2007(2): 40-44.
[13] 王清洲, 梁筱, 魏连雨, 等. 公路用玻璃钢夹砂管道径厚比优化[J]. 长安大学学报(自然科学版), 2018, 38(3): 10-17.
[14] 李卓球, 岳红军. 玻璃钢管道与容器[M]. 北京: 科学出版社,
1990.
[15] 焦永达, 等. 给水排水管道工程施工及验收规范: GB50268—2008[S]. 北京: 中国建筑工业出版社, 2009: 72.
[16] 周仕刚. 玻璃钢夹砂管工程中存在的主要问题[J]. 玻璃钢, 2014(4): 37-40.