深基坑变形监测及结果分析

610031、,、、、,。TU473A1000-8136(2009)17-0041-0312、2、1428m2、125m。20m。275.0m2080。、、、。1。122.1LeicaTCR402、DNA03、、。2.2。。2.3632、1、6015。5、。2、。2.4、。0.5m(、)15m~25m740m33。H/3~H/230m~50m21。、。33.1。192。22、3。/mm/mmS09/C0213.45.1S15/C1028.121.8S33/C2510.28.2S54/C5618.012.52FriendofScienceAmateurs200906(17)B41--2、2、31。2S14、C10S54、C566。3S14、S5428.1mm。4S14、C10。5。3.2LeicaTCR40238。34、5。3、4134.8mm15.8mm。。22W-A05。3。。427m。3.35.12。5164。420cm~70cm20cm~238cm30cm~70cm。3。。3.4。50。5.8mm8.8mm1.8mm3.0mm2.1mm。。41。。230.020.010.05.00.0-5.0/mmS15S542S14、S153C10、C5625.520.015.010.05.00.0-5.0/mmC10C563/mm/mmN-A0534.815.7E-A1513.610.8S-A228.88.1W-A2930.110.34A0540.035.030.025.020.015.010.05.00.0/mm/mm/mmS93.5D5-1.4S25-1.2D100.4S402.5D14-0.3S55-1.4D170.5C100.7F5-0.32C32-0.9F170.28C56-1.1F32-0.2142--404.2。。51、、、。、。2、。。。。3。。。4。5、。。ConstructionRegulatoryMeasuresandCountermeasureofConcreteBridgeBaiYongshengAbstractThispaperanalysisthebridgeconstructioncontrolmethod,andcarriesontheobservationtothetemperaturefield,andusestheobservationresultrejectiontemperaturetotheconstructioncontrolinfluence,proposedthatbridgeconstruction'ssomeconceptsandshouldpayattentionintheexamination.Keywordsconcrete;constructionregulatory;qualitydetection。3。、、。DeepHoleExcavatedforBuildingFoundationDistortionMonitorandResultAnalysisinChengduCityGuoJiangAbstractThroughreasonable,developstheholeexcavatedforbuildingfoundationsideslopeandtheneighborbuildingdistortionmonitoreffectively,satisfiestheinformationizationconstructionrequest,thusachievesthesafepredictthatthefeedbackdesign,theinstructionconstructiongoal.Thisarticleunifiesthesquareproject,introducedbrieflythedeepholeexcavatedforbuildingfoundationandtheneighborbuildingdistortionmonitor'sproject,thearrangementandtheobservationmethod,havecarriedontheprocessinganalysisafterwardtothedistortionmonitoringresult.Keywordsdeepholeexcavatedforbuildingfoundation;deformationmonitoring;dataanglicizingFriendofScienceAmateurs200906(17)B43--