电力勘测设计
電力勘測設計
전력감측설계
ELECTRIC POWER SURVEY
2015年
z1期
105-111
,共7页
地质雷达%输电线路%特高压%岩溶勘察
地質雷達%輸電線路%特高壓%巖溶勘察
지질뢰체%수전선로%특고압%암용감찰
GPR%tower pad investigation%transimission line%UHV%karstinvestigation
溪洛渡—浙西±800 kV特高压直流输电线路经过的湘西地区交通极为不便,地形起伏较大,地质条件复杂,在这一地区开展工程钻探工作,困难重重。初勘资料表明,线路经过的灰岩区,岩溶发育强烈,对塔基稳定构成安全威胁,同时线路经过的砂岩区中部分塔基覆盖粘土层中含有风化碎屑,普通麻花钻难以准确判定覆盖层厚度。为了查明塔基下方岩溶发育情况,基岩面埋深等工程地质问题,经综合试验比选,采用地质雷达进行探测。岩溶探测过程中除了地面工作外,为了进一步查清桩孔基底之下至少5m以内的岩溶情况,还进行了桩底探测。钻探及施工开挖结果表明地质雷达能有效探查地下隐伏岩溶、基岩面、风化带、断裂及破碎带等,为合理选择塔位、设计基础深度提供了科学依据,取得了良好的应用效果。
溪洛渡—浙西±800 kV特高壓直流輸電線路經過的湘西地區交通極為不便,地形起伏較大,地質條件複雜,在這一地區開展工程鑽探工作,睏難重重。初勘資料錶明,線路經過的灰巖區,巖溶髮育彊烈,對塔基穩定構成安全威脅,同時線路經過的砂巖區中部分塔基覆蓋粘土層中含有風化碎屑,普通痳花鑽難以準確判定覆蓋層厚度。為瞭查明塔基下方巖溶髮育情況,基巖麵埋深等工程地質問題,經綜閤試驗比選,採用地質雷達進行探測。巖溶探測過程中除瞭地麵工作外,為瞭進一步查清樁孔基底之下至少5m以內的巖溶情況,還進行瞭樁底探測。鑽探及施工開挖結果錶明地質雷達能有效探查地下隱伏巖溶、基巖麵、風化帶、斷裂及破碎帶等,為閤理選擇塔位、設計基礎深度提供瞭科學依據,取得瞭良好的應用效果。
계락도—절서±800 kV특고압직류수전선로경과적상서지구교통겁위불편,지형기복교대,지질조건복잡,재저일지구개전공정찬탐공작,곤난중중。초감자료표명,선로경과적회암구,암용발육강렬,대탑기은정구성안전위협,동시선로경과적사암구중부분탑기복개점토층중함유풍화쇄설,보통마화찬난이준학판정복개층후도。위료사명탑기하방암용발육정황,기암면매심등공정지질문제,경종합시험비선,채용지질뢰체진행탐측。암용탐측과정중제료지면공작외,위료진일보사청장공기저지하지소5m이내적암용정황,환진행료장저탐측。찬탐급시공개알결과표명지질뢰체능유효탐사지하은복암용、기암면、풍화대、단렬급파쇄대등,위합리선택탑위、설계기출심도제공료과학의거,취득료량호적응용효과。
Xiluodu-Zhexi ± 800 kV UHV DC transmission line through the Xiangxi area where the trafifc is very inconvenient, the surface is undulating and the geological conditions is complex, engineering drilling work carried out in this region is very difficult. Preliminary exploration data show that at the limestone area karst development is strongly, tower pad stability are facing security threats, while at the sandstone District the covering clay layer containing weathered debris, ordinary twist drill is dififcult to accurately determine the coveragelayer thickness. In order to check the karst development situation and the bedrock surface depth, we decided to use the ground penetrating radar to detection afther the test demonstration. In addition the ground penetrating radar detection work on the ground, we also carried out the pile bottom detection in order to further investigate the karst development less than 5m under the bottom of the hole. Drilling and excavation results show that the ground penetrating radar can effective detecting the hidden karst,bedrock surface ,weathered zone, fracture and fracture zone, it provides a scientiifc basis for reasonable choice tower bit and design foundation depth, also it achieved a good application effect.