大体积混凝土跳仓法浇筑施工应用及关键技术措施

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中图分类号：TU745 文献标志码：A 文章编号：2095-2945（2025）24-0082-07

Abstract：The hydration heatof massconcrete pouring causes theinternal heatingandcoling processIfreasonable measures arenottaken，harmfultemperatureshrinkagecrackswillappearuringthemassconcretepouringandcoolingprocessTetraditioal practiceofsetingpost-pouredstripshasgreatdificultiesitermsofshedule，qualityandmanagementInviewoftissituation thispapertakesthefoundationslabpouringofahigh-risebuildingwithatotalbuildingareaof178，50Om²astheresearch background，itroducestchicalicipleofempingiletdndtdingsilethod，dfti processofthejumpingsilomethodconstructiontechnologyinactualprojectslabpouringandkeyconstructiontechnicaleasures. Basedonthefiniteelementcalculationresults，therationalityofthejumpingsilomethodconstructionforthisprojectisproved， which providesengineering practical experience forthejumping silo method pouring construction technologyof mass concrete.

Keywords：massconcrete;jumpingmethodconstructiontechnology；thermal stress finiteelementanalysis;concreteexpansion post-poured strip; technical application

混凝土材料抗拉强度通常仅为抗压强度的十分之一，短期加载极限拉伸变形范围为 （0.6～1.0）×10-4 大约相当于温降 6～10C[1] 。（剩余7323字）