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甘沟河特大桥关键施工技术研究

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为解决大跨度连续钢构桥挂篮悬臂施工时的桥梁线型控制和挂篮稳定性问题,依托炉红山至慈利高速公路TJ1标甘沟河特大桥项目,运用连续钢构桥梁线性控制系统对挂篮悬浇施工线形控制进行监测,并运用数值模拟手段对施工阶段挂篮主构架进行受力和变形计算.研究结果表明,挂篮悬浇施工时,17号墩上部连续钢构桥线性大致呈单峰"抛物线"型,经过实际数据采集后,现场梁段的位移与理论值呈现不同程度的偏差,位移偏差范围为-0.956~0.954 mm,控制在1.0 mm的误差范围内,表明基于连续钢构桥梁线性控制系统的施工控制技术可起到了良好的变形控制效果;挂篮悬臂浇筑阶段,挂篮三角形主构架的前点竖向位移为7 mm<20 mm,其变形满足要求;主构架杆件的最大应力是49.7 MPa<205 MPa,其应力满足要求.
RESEARCH ON KEY CONSTRUCTION TECHNOLOGY OF GANGOU RIVER BRIDGE
In order to solve the problems of linear control and stability of hanging basket during cantilever construction of large-span continuous rigid frame bridge,the linear control system of continuous rigid frame bridge was used to monitor the linear control of hanging basket construction based on the TJ1 Biogangou river large bridge project of Luhongshan to Cili expressway,and the force and deformation of the main frame of hanging basket were calculated by numerical simulation.The research results show that during the construction of hanging basket hanging casting,the linearity of the continuous rigid frame bridge on the upper part of the No.17 pier is roughly a single-peak"parabola"type.After the actual data collection,the displacement of the beam section on site presents different degrees of deviation from the theoretical value,and the displacement deviation ranges from-0.956 mm to 0.954 mm,which is controlled within the error range of 1.0 mm.It shows that the construction control technology based on linear control system of continuous rigid frame bridge can play a good deformation control effect.In the stage of cantilever pouring,the vertical displacement of the front point of the triangular main frame of the hanging basket is 7 mm<20 mm,and the deformation meets the requirements.The maximum stress of the main frame member is 49.7 MPa<205 MPa,and the stress meets the requirements.

Gangou river bridgehigh speedcantilever hanging basketcontinuous rigid frame bridge

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中铁六局集团有限公司长沙路桥分公司,长沙 410007

甘沟河特大桥 高速 悬臂挂篮 连续钢构桥

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(1)
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