新型预应力支护桩结构体系及配筋方法研究  

New Prestressed Retaining Pile Structure System and Reinforcement Method

作　　者：张钦喜[1] 郭东来 邵卫信 陈浩 Zhang Qinxi;Guo Donglai;Shao Weixin;Chen Hao(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;MCC First Bureau Environmental Technology Co.,Ltd.,Baoding 071700,Hebei,China;Shanxi Zhongshi Building Reinforcement and Reconstruction Co.,Ltd.,Taiyuan 030001,Shanxi,China)

机构地区：[1]北京工业大学建筑工程学院,北京100124 [2]中冶一局环境科技有限公司,河北保定071700 [3]山西中实建筑加固改造有限责任公司,山西太原030001

出　　处：《岩土工程技术》2023年第2期213-219,共7页Geotechnical Engineering Technique

摘　　要：常规桩锚支护体系中支护桩主筋不能回收,支护任务完成后成为建筑垃圾,造成极大的资源浪费。为响应国家“双碳”战略,提出一种新型可回收主筋的预应力支护桩。对该新型支护桩的结构构造、材料选择、施工工艺流程、回收主筋技术要点等方面进行介绍,对其受力方式和工作机理进行深入研究,基于传统的计算方法,提出一种新的配筋计算方法。为了确定新方法中张拉控制应力的合理取值范围,应用ABAQUS有限元软件进行了数值模拟分析,得到不同工况下新型支护桩的抗弯承载力,并将其与新的配筋计算方法得出的抗弯承载力结果进行对比,结果表明,新的配筋方法仅适用于张拉控制应力不超过300 MPa的情况。A large number of reinforcing bars in the conventional pile anchor support structure system cannot be recycled and become construction waste.Under the background of the carbon peaking and carbon neutrality goals,a new type of prestressed support pile with recyclable main bars was proposed.This new type of support pile was introduced from the aspects of structural structure,material selection,construction process,technical points of recycling main bars,etc.The bearing mode and working mechanism of this new type of pile were deeply studied,and a new reinforcement calculation method was proposed based on the traditional calculation method.The rationality of the formula was analyzed.In order to determine the reasonable value range of the tension control stress,ABAQUS finite element software was used to carry out numerical simulation and analysis,and the bending bearing capacity of this new type of support pile under different working conditions was obtained.Compared with the bending bearing capacity calculated by the new reinforcement method proposed,the research shows that the new reinforcement method is applicable to the situation where the tension control stress does not exceed 300 MPa.

关 键 词：新型支护桩 正截面抗弯承载力 张拉控制应力 主筋可回收 配筋方法 

分 类 号：TU473[建筑科学—结构工程]