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桥梁混凝土温度裂缝的原因与分析

中文摘要第3-4页
ABSTRACT第4-5页
INTRODUCTION第8-11页
1 CONCRETE BRIDGE CRACKS CAUSES第11-19页
    1.1 CAUSES OF THE CRACKS第11页
    1.2 ANALYSIS OF CRACKS第11-19页
        1.2.1 Analysis of temperature stress第12-16页
        1.2.2 Temperature control and measures to prevent cracks第16-19页
2 EFFETS OF TEMPERATURES第19-27页
    2.1 CURRENT MODELS FOR THE BEHAVIOR AT ELEVATED TEMPERATURES第19-21页
    2.2 EFFETS OF TEMPERATURE STRESS THINKNESS第21-27页
        2.2.1 Temperature control第23-24页
        2.2.2 the variation of temperature of mass concrete第24-25页
        2.2.3 The Variation of the Thermal Stress in Mass Concrete第25页
        2.2.4 Temperature Control and Crack Prevention of Mass Concrete第25-27页
3 THERMINAL STRESS第27-35页
    3.1 CAUSES OF THERMAL STRESS THE CRACK第27页
        3.1.1 The thermal stress of concrete can be approximately represented as第27页
    3.2 KINDS OF THERMAL STRESS第27-35页
        3.2.1 Thermal stress of massive concrete structure第28页
        3.2.2 Shrinkage cracks caused Analysis第28-32页
        3.2.3 Steel corrosion cracks cause第32-35页
4 CONSTRUCTION CAUSED CRACKS第35-41页
    4.1 CRACKS OF RAW MATERIALS第36-37页
    4.2 BRIDGE CRACK CONTROL AND TECHNOLOGY MEASURES第37-41页
        4.2.1 Design plan第37-39页
        4.2.2 Bridge deck concrete measures crack第39-40页
        4.2.3 Supports measures cracking第40-41页
5 CALCULATION AND APPLICATION OF MASS CONCRETECONSTRUCTION TEMPERATURE第41-45页
    5.1 CALCULATION ANALYSIS第41页
    5.2 ANALYSIS AND CALCULATION OF CONCRETE TEMPERATURE第41-45页
        5.2.1 Temperature of various materials第41-44页
        5.2.2 Formula for calculating the temperature of large concrete Maximum adiabatictemperature rise第44-45页
6 MATERIALS第45-53页
    6.1 CHOISE OF MATERIALS第45-47页
    6.2 SITE CONSTRUCTION OPERATION第47-53页
        6.2.1 Concrete temperature control–第50页
        6.2.2 Quality of construction technology第50页
        6.2.3 PRESTRESS LOSSES第50-51页
        6.2.4 Prestressed concrete continuous beam bridge第51-53页
7 CONCLUSION第53-56页
ACKNOWLEDGEMENT第56-57页
REFERENCES第57-70页

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