四川地质学报2024,Vol.44Issue(1) :86-89.DOI:10.3969/j.issn.1006-0995.2024.01.016

基于海绵城市理念的新型基坑肥槽回填结构研究

Research on the Backfill Structure of New Foundation Pit Trough Based on Sponge City Concept

高晓峰 赵勇 侯会军 何蕃民
四川地质学报2024,Vol.44Issue(1) :86-89.DOI:10.3969/j.issn.1006-0995.2024.01.016

基于海绵城市理念的新型基坑肥槽回填结构研究

Research on the Backfill Structure of New Foundation Pit Trough Based on Sponge City Concept

高晓峰 1赵勇 1侯会军 1何蕃民1
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作者信息

  • 1. 中冶成都勘察研究总院有限公司,成都 610023
  • 折叠

摘要

基于海绵城市的理念和主动抗浮的思维,分析了不(弱)透水地层抗浮事故的发生机理及一般基坑肥槽回填过程中的常见问题,提出一种新型的肥槽回填结构设计思路和计算方法,对雨季的下渗雨水进行截流、存储、再利用.新型肥槽回填结构的存储部分体积与降雨量、初期雨水弃流量、径流系数、汇水面积等几个参数相关.案例计算表明,若能充分利用肥槽空间,新型肥槽回填结构不仅能对降雨充分资源化利用,还能大大减小市政管网的排洪压力.

Abstract

Based on the concept of sponge city and active anti-floating,the mechanism of anti-floating accident in non-permeable stratum and common problems in the backfilling process of foundation pit trough are analyzed.A new type of structure is designed to intercept,store and reuse the infiltration rainwater.The storage volume of the new trough of backfill structure is related to several parameters,such as rainfall intensity,initial rainwater abandoned discharge,runoff coefficient and catchment area.The case shows that if the space of foundation pit trough can be fully utilized,the new backfilling structure can not only make full use of rainfall resources,but also greatly reduce the drainage pressure of municipal pipe network.

关键词

海绵城市/主动抗浮/基坑肥槽/回填结构/雨水资源化

Key words

sponge city/active anti-floating/foundation pit trough/backfill structure/rainwater resource utilization

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出版年

2024
四川地质学报
四川省地质学会

四川地质学报

影响因子:0.314
ISSN:1006-0995
参考文献量13
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