首页|嵌岩低桩承台锁口钢管桩围堰设计与施工技术

嵌岩低桩承台锁口钢管桩围堰设计与施工技术

Design and Construction Techniques of Interlocking Steel Pipe Pile Cofferdam and Short Rock-Embedded Supporting Pile Cap

扫码查看
昌九高铁扬子洲赣江公铁大桥西支主桥为(48+144+320+144+48)m无砟轨道钢箱桁组合梁斜拉桥.桥塔墩位于通航河道内,桥位处河床覆盖层浅,基岩强度高,基础由大直径钻孔桩和矩形嵌岩低桩承台组成,承台采用锁口钢管桩围堰施工方案.G33号主墩围堰平面设计尺寸54.56 m×28.52 m,锁口钢管桩采用Q345B材质φ1020 mm螺旋钢管,长28 m,钢管桩之间采用C-T形锁扣连接;围堰设置4层内支撑,单层内支撑设3道对撑,内支撑四角设型钢斜撑;基底设置混凝土垫层参与围堰结构受力.围堰采用XR360旋挖钻机在岩层中引孔,孔内换填细砂后插打钢管桩,钢管桩壁内、外两侧换填砂采用高压旋喷注浆加固.围堰设置智能化监测系统,对围堰受力、变形等进行实时动态监控.实践证明,该桥围堰结构安全可靠、止水效果良好、施工快捷高效.
The Yangzizhou Ganjiang River Rail-cum-Road Bridge carries a portion of the Nanchang-Jiujiang High-speed Railway,the main bridge of which is a cable-stayed bridge with a main span of 320 m,two side spans of 144 m and two end spans of 48 m.The superstructure,featuring the ballast rail track,consists of steel trusses that act compositely with steel box beams that form the two levels of decks.The pylon piers,standing within the navigation channel where the riverbed overburden is shallow and the bedrock is hard,are supported on rectangular pile caps that are in turn supported by large-diameter bored piles and short rock-embedded piles.And an interlocking steel pipe pile cofferdam was used to facilitate the construction of the pile cap.The cofferdam of pylon pier G33 measures 54.56 m by 28.52 m,formed of interlocking steel pipe piles measured 28 m long and made from 1 020 mm-diameter auger pipes of Q355B steel.The steel pipe piles are connected with C-T clips.Inside the cofferdam,four layers of inner bracings are installed,each layer of bracings consists of three pairs of diagonals and inclined steel struts in the four corners.The bottom concrete bedding course contributes to load bearing capacity of the cofferdam.During the construction of the cofferdam,the XR360 drilling rig was used to drill holes in the bedrock,after the slurry was displaced with fine sands,the steel pipe piles were driven.The fine sands inside and outside the steel pipe pile were strengthened via high-pressure jet grouting.A smart monitoring system was developed to carry out real-time monitoring of the load bearing behavior and deformation of the cofferdam.The engineering practice proves that the cofferdam structure is safe,effective,easy to be constructed,and has better water retaining effect.

rail-cum-road bridgecofferdaminterlocking steel pipe pileguide holedisplaced fine sandhigh-pressure jet groutingcofferdam designconstruction technique

别士勇、李江、安浩兵

展开 >

中铁大桥局集团第五工程有限公司,江西九江 332001

公路铁路两用桥 围堰 锁口钢管桩 引孔 换填细砂 高压旋喷注浆 围堰设计 施工技术

中国国家铁路集团有限公司科技研发计划

N2023G040

2024

世界桥梁
中铁大桥局集团有限公司

世界桥梁

CSTPCD北大核心
影响因子:0.928
ISSN:1671-7767
年,卷(期):2024.52(2)
  • 19