|本期目录/Table of Contents|

[1]李连祥,刘 兵,李先军.支护桩与地下主体结构相结合的永久支护结构[J].建筑科学与工程学报,2017,34(02):119-126.
 LI Lian-xiang,LIU Bing,LI Xian-jun.Permanent Supporting Structure Combined with Supporting Piles and Underground Structure[J].Journal of Architecture and Civil Engineering,2017,34(02):119-126.
点击复制

支护桩与地下主体结构相结合的永久支护结构(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
34卷
期数:
2017年02期
页码:
119-126
栏目:
出版日期:
2017-03-30

文章信息/Info

Title:
Permanent Supporting Structure Combined with Supporting Piles and Underground Structure
作者:
李连祥刘 兵李先军
山东大学基坑与深基础工程技术研究中心
Author(s):
LI Lian-xiang LIU Bing LI Xian-jun
Foundation Pit and Deep Foundation Engineering Research Center, Shandong University
关键词:
基坑桩锚支护结构永久支护结构耐久性
Keywords:
foundation pit pile-anchor retaining structure permanent supporting structure durability
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为研究基坑支护桩在永久工况下的使用价值,对济南市某基坑桩锚支护结构进行永久化设计,通过设置支撑构件将支护桩与地下主体结构相连,形成共同抵抗坑外侧向土压力的永久支护结构体系,借助PLAXIS-3D有限元软件对该结构进行全工况模拟。结果表明:永久支护结构可有效减小地下室外墙土压力,基坑外侧土压力主要由支护桩承担,地下室外墙只承担少量回填土体的侧土压力,只需按构造要求设计;换撑之后,桩身弯矩和基坑外地表沉降均有明显增加,对支护桩受力和周边建筑环境均产生不利的影响,对支护桩设计提出更高要求;裂缝计算结果显示支护桩满足现有规范对混凝土结构耐久性的要求,为永久支护结构的推广奠定基础。
Abstract:
In order to study the application value of foundation pit support piles under permanent working conditions, a permanent design was made for a pile-anchor retaining structure in Jinan. The permanent supporting structure system was formed by the connection of supporting piles and the underground structure through the supporting members, which resisted the lateral pressure of foundation pit. Finite element simulation software PLAXIS-3D was carried out for each working condition of the structure. The results show that the permanent supporting structure can effectively reduce the stress on the basement exterior wall. Most of the soil pressure is born by the supporting piles. The basement walls only burden earth lateral pressure produced by backfill soil, so its design just needs to meet the construction requirement. After changing the support, the bending moment of the piles and the ground settlement around foundation pit are largely increased, thus the supporting piles and surrounding are adversely affected and supporting piles design needs to meet higher requirements. Crack calculation results show that the permanent supporting structure meets the existing specifications for durability of concrete structure, and affords the foundation of the extension of permanent supporting structure.

参考文献/References:

相似文献/References:

[1]杨敏,刘斌.土钉抗拔承载力经验验算方法[J].建筑科学与工程学报,2010,27(02):18.
 YANG Min,LIU Bin.Empirical Checking Method for Soil Nailing Anti-pulling Capacity[J].Journal of Architecture and Civil Engineering,2010,27(02):18.
[2]李连祥,成晓阳,黄佳佳,等.济南典型地层基坑空间效应规律研究[J].建筑科学与工程学报,2018,35(02):94.
 LI Lian-xiang,CHENG Xiao-yang,HUANG Jia-jia,et al.Study on Spatial Effect of Foundation Pit in Typical Strata of Jinan[J].Journal of Architecture and Civil Engineering,2018,35(02):94.

备注/Memo

备注/Memo:
更新日期/Last Update: 2017-03-30