压力管道楔形混凝土桥墩结构设计

IF 1 4区 工程技术 Q3 ENGINEERING, MULTIDISCIPLINARY
Yanfang Li, Yonghua Wang, Jingyao Cai, Chao Ren, Bo Zhang, Bing Zhang
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引用次数: 0

摘要

为解决公用隧道供水管道固定墩存在的问题,提出了一种基于自锁的楔形混凝土固定墩装置。该系统通过将管道向上弯曲,将原来施加于管道焊缝处的水平推力转化为斜向向下的压力。当管道向上弯曲的角度等于楔形混凝土固定墩水平角度的两倍时,则固定墩通过混凝土墩与公用隧道底板之间的自锁作用在水平方向上达到变压作用。此外,这避免了由于瞬时管道内压超过焊缝的最大轴承推力而对固定墩装置造成的损坏。楔形固定墩可在管道进入公用隧洞时进行二次浇筑,节省了因供水管道设计定位改变而再次浇筑混凝土的返工费用。只要楔形混凝土内嵌钢构件的面积超过一定范围,楔形混凝土墩就不会被压碎。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural Design of Pressure Pipeline Wedge-Shaped Concrete Piers
: This paper proposed a wedge concrete fixed pier device based on self-locking to solve the problems existing in the fixed pier of water supply pipeline in utility tunnels. The system converted the horizontal thrust, originally applied to the weld seam in the pipeline, into oblique downward pressure by bending the pipeline upward. When the pipeline was bent upward at an angle equal to twice the horizontal angle of the wedge concrete fixed pier, then the fixed pier achieved the variable pressure-bearing effect in the horizontal direction through the self-locking between the concrete pier and the bottom plate of the utility tunnels. In addition, this avoided the damage to the fixed pier device, caused by the instantaneous pipeline internal pressure exceeding the maximum bearing thrust of the weld seam. The wedge fixed pier could be poured twice when the pipeline entered the utility tunnels, saving the rework cost of pouring the concrete again due to the changes of the design positioning of the water supply pipeline. As long as the area of the built-in steel fittings in the wedge concrete exceeded a certain range, the wedge concrete pier would not be crushed.
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来源期刊
Tehnicki Vjesnik-Technical Gazette
Tehnicki Vjesnik-Technical Gazette ENGINEERING, MULTIDISCIPLINARY-
CiteScore
1.90
自引率
11.10%
发文量
270
审稿时长
12.6 months
期刊介绍: The journal TEHNIČKI VJESNIK - TECHNICAL GAZETTE publishes scientific and professional papers in the area of technical sciences (mostly from mechanical, electrical and civil engineering, and also from their boundary areas). All articles have undergone peer review and upon acceptance are permanently free of all restrictions on access, for everyone to read and download. For all articles authors will be asked to pay a publication fee prior to the article appearing in the journal. However, this fee only to be paid after the article has been positively reviewed and accepted for publishing. All details can be seen at http://www.tehnicki-vjesnik.com/web/public/page First year of publication: 1994 Frequency (annually): 6
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