探矿工程-岩土钻掘工程
探礦工程-巖土鑽掘工程
탐광공정-암토찬굴공정
EXPLORATION ENGINEERING (DRILLING & TUNNELING)
2015年
4期
53-57,62
,共6页
李芳%李强%于元峰%宗士昌
李芳%李彊%于元峰%宗士昌
리방%리강%우원봉%종사창
深基坑%基坑支护%桩锚支护%锚杆%变形%监测
深基坑%基坑支護%樁錨支護%錨桿%變形%鑑測
심기갱%기갱지호%장묘지호%묘간%변형%감측
deep foundation pit%excavation retaining%pile-anchor retaining%anchor%deformation%monitoring
结合北京一个基坑支护工程,从设计角度就桩锚支护结构在基坑支护中的应用及变形控制进行了阐述。根据受力情况,护坡桩主筋配筋采用不均匀布置方式,结合工程、支护结构特点分段配筋;为了满足基坑安全及现场施工用地,砖墙设计时,在砖墙中部增设混凝土腰梁;护坡桩施工中,运用不同的施工工艺,保证了护坡范围内古树的生命安全。从基坑开挖监测角度,对支护结构顶部水平位移进行了监测,对周边建(构)筑物进行了沉降监测,同时对锚杆进行了检测与监测。结果分析表明,基坑水平及垂直变形量均在设计控制范围内,基坑整体稳定,桩锚支护结构对变形起到了有效的控制作用。
結閤北京一箇基坑支護工程,從設計角度就樁錨支護結構在基坑支護中的應用及變形控製進行瞭闡述。根據受力情況,護坡樁主觔配觔採用不均勻佈置方式,結閤工程、支護結構特點分段配觔;為瞭滿足基坑安全及現場施工用地,磚牆設計時,在磚牆中部增設混凝土腰樑;護坡樁施工中,運用不同的施工工藝,保證瞭護坡範圍內古樹的生命安全。從基坑開挖鑑測角度,對支護結構頂部水平位移進行瞭鑑測,對週邊建(構)築物進行瞭沉降鑑測,同時對錨桿進行瞭檢測與鑑測。結果分析錶明,基坑水平及垂直變形量均在設計控製範圍內,基坑整體穩定,樁錨支護結構對變形起到瞭有效的控製作用。
결합북경일개기갱지호공정,종설계각도취장묘지호결구재기갱지호중적응용급변형공제진행료천술。근거수력정황,호파장주근배근채용불균균포치방식,결합공정、지호결구특점분단배근;위료만족기갱안전급현장시공용지,전장설계시,재전장중부증설혼응토요량;호파장시공중,운용불동적시공공예,보증료호파범위내고수적생명안전。종기갱개알감측각도,대지호결구정부수평위이진행료감측,대주변건(구)축물진행료침강감측,동시대묘간진행료검측여감측。결과분석표명,기갱수평급수직변형량균재설계공제범위내,기갱정체은정,장묘지호결구대변형기도료유효적공제작용。
Based on an excavation retaining project in Beijing, the paper describes the application of pile-anchor retaining structure in excavation retaining and the deformation control from the design point of view.According to the stress features and structure characteristics, main reinforcement of slope protection pile is unevenly arranged and segment reinforcement is a-dopted.Concrete middle beam was added in the middle of brick wall to ensure the excavation safety.In the slope protection pile construction, different construction technologies were used to protect the old trees in the slope protection range.From the excavation point view, horizontal displacement on top of retaining structure and subsidence of surrounding building structures were monitored, and the anchor was tested and monitored.The analysis shows that the horizontal and vertical deformation of excavation are in the scope of designed control range, the foundation pit is of overall stability, the pile-anchor retaining struc-ture has played an effective control effect on the deformation.