Page 15 - 2023年第54卷第12期
P. 15

[13] 陈道想,林鹏,丁鹏,等.基于群层次分析法的振冲碎石桩填料方法比选 [J].清华大学学报 (自然科学
                       版),2022,62(12):1915 - 1921.
                [14] WEIH H,ZHANGY,SUNX,etal.Intelligentrobotsandhuman - robotcollaborationintheconstructionindus
                       try:Areview[J].JournalofIntelligentConstruction,2023,1(1):9180002.
                [15] XIANGY,LINP,ANR,etal.Fullparticipationflatclosed - loopsafetymanagementmethodforoffshorewind
                       powerconstructionsites[J].JournalofIntelligentConstruction,2023,1(1):9180006.
                [16] 樊启祥,黄灿 新,蒋 小 春,等.水 电 工 程 水 泥 灌 浆 智 能 控 制 方 法 与 系 统 [J].水 利 学 报,2019,50(2):
                      165 - 174.
                [17] 钟登华,时梦楠,崔博,等.大坝智能建设研究进展[J].水利学报,2019,50(1):38 - 52,61.
                [18] 林鹏,丁鹏,陈道想,等.一种振冲碎 石 桩 加 密 性 测 试 装 置 与 智 能 反 演 分 析 方 法:202110717771.2[P].
                      2021 - 06 - 28.
                [19] 樊启祥,林鹏,魏鹏程,等.智能建造 闭 环 控 制 理 论 [J].清 华 大 学 学 报 (自 然 科 学 版),2021,61(7):
                      660 - 670.
                [20] 李天安,黄向东,王 建 民,等.ApacheIoTDB的 分 布 式 框 架 设 计 [J].中 国 科 学 (信 息 科 学),2020,50
                       (5):621 - 636.
                [21] 樊启祥,林鹏,丁鹏,等.一种振冲碎石桩智能上料装置与方法:202110426949.8[P].2021 - 4 - 20.


                       Methodandsystem ofintelligentvibroflotationfordeepoverburdenfoundation

                                              1
                                                                                               3
                                                                                    3
                                                       2
                                     1
                                                                   2
                          FANQixiang,LIGuo,MABin,CHENTao,CHENDaoxiang,LINPeng
                                        (1.ChinaHuanengGroupCo.,Ltd.,Beijing 100031,China;
                                   2.SichuanHuanengLudingHydropowerCo.,Ltd.,Luding 626100,China;
                                3.DepartmentofHydraulicengineering,TsinghuaUniversity,Beijing 100084,China)
                  Abstract:China’ssouthwestregionisrichinhydraulicresources,butthedevelopmentofhydropowerengineering
                  isrestrictedtoengineeringgeologicalproblemsarisingfrom thecomplexgeologicalenvironmentanddeepoverbur
                  den,suchasanti - slidestability,permeabilitystability,unevensettlementdeformation,erosionresistance,and
                  earthquakeliquefaction.Vibrostonecolumnsisaneffectivemeanstoimprovethebearingcapacityofthefoundation
                  andpreventliquefaction.Thispaperrevealsthemechanismof “three - zonedynamicbalanceatthebottom,middle
                  andtop ”and“three - domaininteractionbetweenmachine,stoneandsoil”duringtheconstructionofvibrostonecol
                  umnsthroughexperimentsandnumericalanalysis.Relyingonpracticalapplicationsinthefield,thepaperputsfor
                  wardtheintelligentvibroflotationconceptoffulldataacquisitionduringconstruction,realanalysisofconstruction
                  status ,intelligentcontrolduringconstructionprocess,continuousoptimizationofconstructionparametersandonline
                  managementofconstructionquality.Secondly,itproposesanintelligentvibroflotationcontrolmodelbasedonstate
                  transitionfunctionsandreal - timelinkagecontrolmethods.Ithasdevelopedanintegrateddigitalcollaborativework
                  platformbasedona “cloud - edge - end”intelligentvibroflotationworkarchitectureandacompletesetofintelligentvi
                  broflotationequipment.Ithasestablishedadigitalevaluationsystem forthequalityofcrushedstonepilecomposite
                  foundations.ThestudyresultshavebeenappliedtothetreatmentofthickoverburdenattheHardBeamPackHydro
                  powerStation.Post - monitoringshowsgoodresults ,whichcanbeusedasareferenceforsimilarprojects.
                  Keywords:hydropowerengineering;intelligentvibroflotation;deepoverburdenfoundation;vibrostonecolumn;
                  intelligentconstruction

                                                                                    (责任编辑:李 娜)













                                                                                                   4
                                                                                              —   1 0 3 —
   10   11   12   13   14   15   16   17   18   19   20