Design and Construction of Multi-span Cable Stayed Bridge at Ambhora, near Nagpur, Maharashtra

Nirav V. Mody, Hks Durga Jithendra Bhattiprolu
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Abstract

A multi-span cable stayed bridge is proposed over river Wainganga to re-establish the state highway link from Bhandara to Butibori. The location of the bridge is an important tourist and pilgrimage destination with lush green surroundings and backwaters of Gosekhurd Dam. The bridge has an overall length of 705m and deck width of 15.25m to accommodate 2 lanes of vehicular traffic and 3m+3m footpath for pedestrians. The structural arrangement of the bridge comprises 2 modules, with Module 1 of 420m and Module 2 of 280m length with span arrangements of 70m+140m+140m+70m and 70m+140m+70m respectively. The superstructure is cable stayed with RCC deck ladder type with an RCC pylon height of 30m above deck level. The pylon P3 at the center of the bridge is also proposed with Viewing Gallery 40m above deck level which is structurally independent from the main bridge. The Module 1 of the bridge is constructed by cantilever method for pylon P2 and anchored span method for pylon P1 and P3. The Module 2 of the bridge is constructed on staging. This paper discusses the design and construction aspects of the bridge along with staged construction analysis. This is one of the very few cable stayed bridges in India where all 3 methods of construction of a cable stayed superstructure are adopted in the same bridge.
马哈拉施特拉邦那格浦尔附近Ambhora多跨斜拉桥的设计与施工
提议在万安加河上修建一座多跨斜拉桥,以重建从班达拉到布蒂博里的国道连接。桥的位置是一个重要的旅游和朝圣目的地,周围有郁郁葱葱的绿色环境和Gosekhurd大坝的回水。大桥全长705米,桥面宽度15.25米,可容纳2车道的车辆通行和3米+3米的行人通道。桥梁结构布置分为2个模块,模块1长度为420m,模块2长度为280m,跨度布置分别为70m+140m+140m+70m和70m+140m+70m。上部结构为碾压混凝土甲板梯式斜拉索,碾压混凝土塔架高度为桥面以上30m。位于桥中心的P3塔也建议在甲板以上40米处设置观景廊,该观景廊在结构上独立于主桥。该桥模块1的P2塔采用悬臂法施工,P1和P3塔采用锚固跨法施工。桥的模块2是分段建造的。本文对该桥的设计和施工进行了论述,并进行了分期施工分析。这是印度为数不多的斜拉桥之一,在同一座桥上采用了所有三种斜拉桥上部结构的建造方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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