隧道建设
隧道建設
수도건설
TUNNEL CONSTRUCTION
2015年
6期
559-564
,共6页
李铁生%郝志宏%李松梅%汪玉华
李鐵生%郝誌宏%李鬆梅%汪玉華
리철생%학지굉%리송매%왕옥화
北京地铁%洞桩法%地铁车站%导洞%地下降水
北京地鐵%洞樁法%地鐵車站%導洞%地下降水
북경지철%동장법%지철차참%도동%지하강수
Beijing Metro%PBA method%Metro station%heading%underground dewatering
随着地铁建设环境日益复杂,洞桩法地铁车站地面降水变得越来越困难,有必要研究洞桩法车站地下降水的方案。传统的地下降水方法是在车站外侧单独设置降水导洞,但会导致废弃工程量大、工程造价高、环境扰动大等一系列问题。以北京地铁8号线工程王府井站为工程背景,研究对比若干种地下降水的方案。根据洞桩法的工艺特点,创新性地提出将洞桩法车站上层施工导洞适当放大或合并,提供打设降水井的空间,在临时工程增加不大的情况下解决了洞桩法车站的地下降水问题。对于不同的施工导洞内降水方案,实施过程中应根据车站的结构型式、水文地质条件等进行选用。
隨著地鐵建設環境日益複雜,洞樁法地鐵車站地麵降水變得越來越睏難,有必要研究洞樁法車站地下降水的方案。傳統的地下降水方法是在車站外側單獨設置降水導洞,但會導緻廢棄工程量大、工程造價高、環境擾動大等一繫列問題。以北京地鐵8號線工程王府井站為工程揹景,研究對比若榦種地下降水的方案。根據洞樁法的工藝特點,創新性地提齣將洞樁法車站上層施工導洞適噹放大或閤併,提供打設降水井的空間,在臨時工程增加不大的情況下解決瞭洞樁法車站的地下降水問題。對于不同的施工導洞內降水方案,實施過程中應根據車站的結構型式、水文地質條件等進行選用。
수착지철건설배경일익복잡,동장법지철차참지면강수변득월래월곤난,유필요연구동장법차참지하강수적방안。전통적지하강수방법시재차참외측단독설치강수도동,단회도치폐기공정량대、공정조개고、배경우동대등일계렬문제。이북경지철8호선공정왕부정참위공정배경,연구대비약간충지하강수적방안。근거동장법적공예특점,창신성지제출장동장법차참상층시공도동괄당방대혹합병,제공타설강수정적공간,재림시공정증가불대적정황하해결료동장법차참적지하강수문제。대우불동적시공도동내강수방안,실시과정중응근거차참적결구형식、수문지질조건등진행선용。
Due to the complex environment in urban area,the ground surface dewatering for Metro stations constructed by PBA method becomes more and more difficult.As a result,it is necessary to study the underground dewatering technology.According to the conventional underground dewatering technology,a separate dewatering heading is installed outside the main structure of the Metro station,which has such disadvantages as huge abandoned works,high cost and serious influence on the environment.In this paper,comparison and contrast is made among several underground dewatering schemes,with the dewatering of Wangfujing station on No.8 line of Beijing Metro as an example.An innovative underground dewatering method for Metro stations constructed by PBA method,i.e.,enlarging or combining the upper headings of the Metro station to provide space for underground dewatering,is proposed on basis of studying on the characteristics of PBA method.In the end,the problem of underground dewatering for Metro stations constructed by PBA method has been successfully solved.The authors also suggest that proper schemes of dewatering in headings should be selected according to the structure types and hydrological conditions of the Metro station.