2　术语和符号

• 2.1　术　语

• 2.2　符　号

3　基本规定

• 3.1　一般规定

• 3.2　环境类别与作用等级

• 3.3　评定程序和工作内容

4　调查与检测

• 4.1　一般规定

• 4.2　使用条件调查

• 4.3　结构耐久性现状检测

5　一般环境混凝土结构耐久性评定

• 5.1　一般规定

• 5.2　钢筋开始锈蚀耐久性评定

• 5.3　混凝土保护层锈胀开裂耐久性评定

• 5.4　混凝土保护层锈胀裂缝宽度限值耐久性评定

6　氯盐侵蚀环境混凝土结构耐久性评定

• 6.1　一般规定

• 6.2　钢筋开始锈蚀耐久性评定

• 6.3　混凝土保护层锈胀开裂耐久性评定

7　冻融环境混凝土结构耐久性评定

• 7.1　一般规定

• 7.2　混凝土构件表面剥落耐久性评定

• 7.3　钢筋锈蚀耐久性评定

8　硫酸盐侵蚀混凝土结构耐久性评定

• 8.1　一般规定

• 8.2　混凝土构件腐蚀损伤耐久性评定

9　混凝土碱-骨料反应耐久性评定

• 9.1　一般规定

• 9.2　混凝土碱-骨料反应耐久性评定

11　锈蚀构件可靠性评定的刚度和承载力计算

• 11.1　一般规定

• 11.2　锈蚀钢筋混凝土构件承载力计算

• 11.3　锈蚀钢筋混凝土受弯构件刚度计算

2　Terms and Symbols

3　Basic Requirements

• 3.1　General Requirements

• 3.2　Environment Classification and Action Grade

• 3.3　Evaluation Procedure and Content

4　Investigation and Detection

• 4.1　General Requirements

• 4.2　Environmental Investigation

• 4.3　Structural Durability State Detection

5　Durability Assessment of Concrete Structure in General Environment

• 5.1　General Requirements

• 5.2　Initial Corrosion of Steel Bars

• 5.3　Concrete Cover Cracking due to Corrosion

• 5.4　Limit Value of Corrosive Crack Width in Concrete Cover

6　Durability Assessment of Concrete Structure in Chloride Environment

• 6.1　General Requirements

• 6.2　Initial Corrosion of Steel Bars

• 6.3　Concrete Cover Cracking due to Corrosion

7　Durability Assessment of Concrete Structure in Freezing-thawing Environment

• 7.1　General Requirements

• 7.2　Surface Spalling of Concrete Members

• 7.3　Corrosion of Steel Bars

8　Durability Assessment of Concrete Structure in Sulphate Environment

• 8.1　General Requirements

• 8.2　Corrosion Damage of Concrete Members

9　Durability Assessment of concrete structurewith Alkali Aggregate Reaction

• 9.1　General Requirements

• 9.2　Concrete Alkali Aggregate Reaction

11　Calculation of Stiffnessand Bearing Capacity in Reliability Assessment of Corroded Components

• 11.1　General Requirements

• 11.2　Bearing Capacity of Corroded Reinforced Concrete Member

• 11.3　Stiffness of Corroded Reinforced Concrete Member