CAJ | 학술논문

温度裂缝的产生会降低混凝土的耐久性，影响水工结构的整体性、防水性以及耐久性，危害很大。因此，必须对大体积混凝土进行温度控制研究。本文分析了大体积混凝土温度裂缝产生的原因并提出了相应措施，为现场施工提供理论依据，为施工技术方案可行性论证提供参考，也为解决其它的混凝土坝温度裂缝问题提供广阔的应用空间。
온도렬봉적산생회강저혼응토적내구성，영향수공결구적정체성、방수성이급내구성，위해흔대。인차，필수대대체적혼응토진행온도공제연구。본문분석료대체적혼응토온도렬봉산생적원인병제출료상응조시，위현장시공제공이론의거，위시공기술방안가행성론증제공삼고，야위해결기타적혼응토패온도렬봉문제제공엄활적응용공간。
Temperature cracks generated wil reduce the durability of concrete hydraulic structures af ect the integrity , water resistance and durability , Therefore , the need for temperature control of mas concrete . This paper analyzes the causes of mas concrete temperature cracks and the cor esponding measures to provide a theoretical basis for the construction site , to provide a reference for the feasibility study of construction. technology program also provides broad application space for solving other concrete dam temperature crack problem.