Case


China Haiwei · Rail Transit Intelligent Manufacturing Expert

Xiongshang High-speed Railway

Xiongshang High-speed Railway
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  • Xiongshang High-speed Railway

Project Overview

Construction Unit

China Railway 17th Bureau

Project Time

Project Introduction

The Xiongan New District-Shangqiu High-speed Railway (hereinafter referred to as the Xiongan High-speed Railway) is an important part of the Beijing-Hong Kong (Taiwan) channel of my country's "eight vertical and eight horizontal" high-speed railway network. The line starts from Xiongan Station of the Beijing-Xiongan Intercity Railway in the north and basically follows the existing Beijing-Kowloon-General Railway in the south, access to Shangqiu Station of Hehang High-speed Railway, the main line is 552 kilometers long, designed according to the upper limit standard speed of 350 kilometers per hour, and the construction period is 4 years. Among them, 269 kilometers in Shandong Province.

The Xiongshang Gaoliaocheng Bridge constructed by the 17th Bureau of China Railway crosses the Han-Ji Railway (48 80 48)m swivel continuous beam, with starting and ending mileage DK 401 550.30 ~ DK 401 696.00, corresponding pier numbers 1006#~ 1009#, beam length 177.5m, main span 80m, and the existing Han-Ji Railway. There are seven railway lanes across the Han-Ji Railway. The span is (45.85 80 51.85)m. China Haiwei cantilever intelligent bridge building machine is used.

The Xiongshang High-speed Railway Yanggu Bridge built by the 17th Bureau of China Railway crosses the Beijing-Kowloon Railway (45.85 80 51.85)m swivel continuous beam using the China Haiwei cantilever intelligent bridge builder, with starting and ending mileage DK 432 033.31 ~ DK 432 211.01, corresponding pier numbers 219#~ 222#, beam length 177.5m, main span 80m crosses the Beijing-Kowloon Railway on DK 432 103.9 (operating mileage K 440 055), intersection angle 36 6 '. The continuous beam is located on a straight line and on a ramp with I =-7.5. The pier foundation adopts bored piles; the main pier adopts double-layer bearing platform, and the foundation pit adopts steel sheet pile protection; the pier body adopts double-line round-end solid pier; 0# block and straight section are constructed by bracket method, the main beam is constructed by symmetrical suspension pouring of large section bridge building machine parallel to the railway direction, and the plane is turned in place, the side span is closed by hanger method, and the middle span is closed by steel shell method.


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