（天津市建筑设计院， 天津  300074）

［摘要］地铁上盖商业开发由于地铁站体与盾构隧道的存在而变的复杂与困难。以天津地铁六号线北运河站为例，通过简要计算与分析，主要从沉降对地铁站体的影响以及地震中裙房对站体的影响两个方面入手进行分析，利用桩基础的特点以及采用预留后浇带等施工措施，大幅度减小站体上方两边商业沉降对站体的影响；而为保证地震中商业的损伤不影响站体，考虑站体柱子与顶板的抗震性能高于商业裙房主体，保证商业部分的构件进入塑性时，地铁站体仍处于弹性，最大限度地减小在大震作用下商业裙房对地铁站体的影响，从而定性地确定了地上不断缝、地下断缝结构方案的可行性，并简单介绍了地铁上盖商业开发中可能存在的问题以及部分解决方案，以对类似的工程有所借鉴。

［关键词］地铁上盖； 断缝； 接建范围； 地震反应

中图分类号： U231 文献标识码： A文章编号：  1002-848X(2016)S1-0707-04

Design and thinking of the solutions linking between the subway station and 

business building over the subwayLiao Hongwei, Liu Xingkun, Sun Fuping, Zhu Qiang

（Tianjin Architectural Design Institute， Tianjin 300074, China）

Abstract: Building commercials on the subway station becomes complex and difficult due to its structure and shield tunnel. Taking Tianjin North Canal Station on metro line six as an example,an analysis on the effect that surrounding buildings was done and settlements on the subway station during the earthquake, based on brief but accurate calculation. Taking the advantage of pile foundation and construction measure such as late poured band， the effect of surrounding buildings settlements on the subway station can be greatly reduced. However, in order to protect the subway station from being destroyed in the earthquake, the hypothesis were made that anti-seismic performance of structural on the subway is superior to that of commercial buildings. In this way, the subway station is still in a state of elasticity when structural of the commercial buildings enter plastic. Therefore it ensures the feasibility of this hypothesis using the method of underground breaking joint and overground no breaking. Besides, some potential problems on building commercials over subway stations and corresponding solutions were present in order to give some references to similar construction.

Keywords: building over the subway; breaking joint; joint construction area; seismic response

作者简介：廖红伟，硕士，高级工程师，副主任工程师，一级注册结构工程师，Email:liao-hong-wei@163.com。