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U-SHAPED STRUCTURAL UNDERPINNING TRANSFER SYSTEM FOR BRIDGE PILE FOUNDATION AND CONSTRUCTION METHOD THEREFOR

机译:桥桩基础U形结构桩基换乘系统及施工方法

摘要

A U-shaped structural underpinning transfer system for a bridge pile foundation, comprising: cofferdams constructed on either side of an existing bridge; high-pressure jet grouting piles (6) constructed around existing pile foundations of the existing bridge and a riverbed between the cofferdams; a graded gravel mattress layer (15) constructed at the tops of the high-pressure jet grouting piles (6); a plain concrete bedding (7) provided on the graded gravel mattress layer (15); bearing platform embedded steel bars (9) constructed on the inner side surfaces of a bridge pile foundation bearing platform (3) of the existing bridge; bridge abutment embedded steel bars (10) constructed on the inner side surfaces of a bridge pile foundation bridge abutment (4) of the existing bridge; and a cast-in-situ U-shaped structural raft (8) constructed between the inner side of the bridge pile foundation bearing platform (3) of the existing bridge, the inner side of the bridge pile foundation bridge abutment (4) of the existing bridge, and the plain concrete bedding (7), a 4-cm gap (11) being formed between the top surface of the cast-in-situ U-shaped structural raft (8) and the bottom surface of a bridge deck (5) of the existing bridge. Also provided is a construction method for a U-shaped structural underpinning transfer system for a bridge pile foundation.
机译:一种用于桥梁桩基的U形结构基础托移系统,包括:在既有桥梁的两侧建造的围堰;围绕现有桥梁的现有桩基和围堰之间的河床建造的高压喷射注浆桩(6);在高压喷射注浆桩(6)的顶部构造一个分级的砾石床垫层(15);在渐变的砾石床垫层(15)上提供一个普通的混凝土垫层(7);在现有桥梁的桥桩基础支承平台(3)的内侧表面上构造的支承平台嵌入式钢筋(9);在现有桥梁的桥桩基础桥梁支座(4)的内侧表面上建造的桥梁支座预埋钢筋(10);在现有桥梁的桥桩基础支承平台(3)的内侧与桥桩基础桥台(4)的内侧之间构造有一个现浇U形结构筏(8)。现有的桥梁和普通混凝土垫层(7),在现浇U形结构筏(8)的顶表面和桥面板(3)的底表面之间形成4厘米的间隙(11) 5)现有的桥梁。还提供了一种用于桥桩基础的U形结构基础托移系统的施工方法。

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