Construction Method of Reinforced Concrete Grout Masonry Composite Retaining Wall
戚良明 QI Liang-ming
（安徽省新路建设工程集团有限责任公司，阜阳 236000）
（Anhui Xinlu Construction Engineering Group Co.，Ltd.，Fuyang 236000，China）
摘要： 钢筋混凝土加强型浆砌片石复合挡墙，以挡墙自身的抗推能力承载墙后土体推力，上墙背和下墙背之间有衡重台或卸荷平台，运用墙身和部分填土的重量一起作用增加稳定。挤浆、混凝土肋带、加强体三种技术组合使用，使混凝土肋带与加强体组合加强型浆砌片石高挡墙增强了抗变形能力、加大了整体稳定性、拓宽了其适用范围。
Abstract: Reinforced Concrete Mortar flake-stone composite retaining wall relies on the self-weight of masonry wall to resist the lateral thrust of the soil behind the wall, and there is a counterweight platform or unloading platform between the upper and lower walls. The combined use of three technologies, namely, squeezing mortar, concrete rib band and reinforcement, has enhanced the anti-deformation ability, the overall stability and the applicable range of the high retaining wall made up of concrete rib band and reinforcement.
关键词： 挡墙施工；混凝土肋带；加强体；挤浆法
Key words: retaining wall construction；concrete rib band；reinforcement；extrusion method
中图分类号：TU375 文献标识码：A 文章编号：1006-4311（2022）22-152-03
DOI:10.3969/j.issn.1006-4311.2022.22.050.
文章出处：戚良明. 钢筋混凝土加强型浆砌片石复合挡墙施工方法[J]. 价值工程,2022,41(22):152-154.
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