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　设计计算原则

• 3.3　加固方法及配合使用的技术

4　材　　料

• 4.1　混　凝　土

• 4.2　钢材及焊接材料

• 4.3　纤维和纤维复合材

• 4.4　结构加固用胶粘剂

• 4.5　钢　丝　绳

• 4.6　聚合物改性水泥砂浆

• 4.7　阻　锈　剂

5　增大截面加固法

• 5.1　设计规定

• 5.2　受弯构件正截面加固计算

• 5.3　受弯构件斜截面加固计算

• 5.4　受压构件正截面加固计算

• 5.5　构造规定

6　置换混凝土加固法

• 6.1　设计规定

• 6.2　加固计算

• 6.3　构造规定

7　体外预应力加固法

• 7.1　设计规定

• 7.2　无粘结钢绞线体外预应力的加固计算

• 7.3　普通钢筋体外预应力的加固计算

• 7.4　型钢预应力撑杆的加固计算

• 7.5　无粘结钢绞线体外预应力构造规定

• 7.6　普通钢筋体外预应力构造规定

• 7.7　型钢预应力撑杆构造规定

8　外包型钢加固法

• 8.1　设计规定

• 8.2　外粘型钢加固计算

• 8.3　构造规定

9　粘贴钢板加固法

• 9.1　设计规定

• 9.2　受弯构件正截面加固计算

• 9.3　受弯构件斜截面加固计算

• 9.4　大偏心受压构件正截面加固计算

• 9.5　受拉构件正截面加固计算

• 9.6　构造规定

10　粘贴纤维复合材加固法

• 10.1　设计规定

• 10.2　受弯构件正截面加固计算

• 10.3　受弯构件斜截面加固计算

• 10.4　受压构件正截面加固计算

• 10.5　框架柱斜截面加固计算

• 10.6　大偏心受压构件加固计算

• 10.7　受拉构件正截面加固计算

• 10.8　提高柱的延性的加固计算

• 10.9　构造规定

11　预应力碳纤维复合板加固法

• 11.1　设计规定

• 11.2　预应力碳纤维复合板加固受弯构件

• 11.3　构造要求

• 11.4　设计对施工的要求

12　增设支点加固法

• 12.1　设计规定

• 12.2　加固计算

• 12.3　构造规定

13　预张紧钢丝绳网片-聚合物砂浆面层加固法

• 13.1　设计规定

• 13.2　受弯构件正截面加固计算

• 13.3　受弯构件斜截面加固计算

• 13.4　构造规定

14　绕丝加固法

• 14.1　设计规定

• 14.2　柱的抗震加固计算

• 14.3　构造规定

15　植筋技术

• 15.1　设计规定

• 15.2　锚固计算

• 15.3　构造规定

16　锚栓技术

• 16.1　设计规定

• 16.2　锚栓钢材承载力验算

• 16.3　基材混凝土承载力验算

• 16.4　构造规定

17　裂缝修补技术

• 17.1　设计规定

• 17.2　裂缝修补要求

附录C　锚固用快固胶粘结拉伸抗剪强度测定法之一钢套筒法

• C.1　适用范围及应用条件

• C.2　试验设备及装置

• C.3　试　　件

• C.4　试件制备

• C.5　试验条件

• C.6　试验步骤

• C.7　试验结果

附录D　锚固型快固结构胶抗震性能检验方法

• D.1　适用范围

• D.2　取样规则

• D.3　种植全螺纹螺杆的基材

• D.4　试验设备和装置

• D.5　试验步骤与方法

• D.6　检验结果的评定

附录E　既有混凝土结构钢筋阻锈方法

• E.1　设计规定

• E.2　喷涂型钢筋阻锈剂使用规定

• E.3　阻锈剂使用效果检测与评定

附录F　锚栓连接受力分析方法

• F.1　锚栓拉力作用值计算

• F.2　锚栓剪力作用值计算

2　Terms and Symbols

• 2.1　Terms

• 2.2　Symbols

3　Basic Requirements

• 3.1　General Requirements

• 3.2　Calculation Principles for Design

• 3.3　Strengthening Method and Technology

4　Materials

• 4.1　Concrete

• 4.2　Steel and Welding Material

• 4.3　Fiber and Fiber Composite Material

• 4.4　Adhesive for Structural Strengthening

• 4.5　Steel Wire Rope

• 4.6　Polymer Modified Cement Mortar

• 4.7　Rusty Retardant Agent

5　Strncture Member Strengthening with Increasing Section Area

• 5.1　Design Provisions

• 5.2　Strengthening Calculation of Cross Section Bending Capacity for Flexural Member

• 5.3　Strengthening Calculation of Inclined Section Shear Capacity for Flexural Member

• 5.4　Strengthening Calculation of Cross Section Bending Capacity for Compression Member

• 5.5　Detailing Requirements

6　Structure Member Strengthening with Concrete Displacement

• 6.1　Design Provisions

• 6.2　Strengthening Calculation

• 6.3　Detailing Requirements

7　Structure Member Strengthening with Externally Prestressed

• 7.1　Design Provisions

• 7.2　Strengthening Calculation of Externally Prestressed Non-cohesive Steel Strands

• 7.3　Strengthening Calculation of Externally Prestressed Conventional Steel Bars

• 7.4　Strengthening Calculation of Prestressed Section Steel Struts

• 7.5　Detailing Requirem ents for Externally Prestressed Non-cohesive Steel Strands

• 7.6　Detailing Requirements for Externally Prestressed Conventional Steel Bars

• 7.7　Detailing Requirements for Prestressed Section Steel Struts

8　Structure Member Strengthening with Externally Wrapped Steel Section

• 8.1　Design Provisions

• 8.2　Strengthening Calculation

• 8.3　Detailing Requirements

9　Structure Member Strengthening with Bonded Steel Plate

• 9.1　Design Provisions

• 9.2　Strengthening Calculation of Cross Section Bending Capacity for Flexural Member

• 9.3　Strengthening Calculation of Inclined Section Shear Capacity for Flexural Member

• 9.4　Strengthening Calculation of Cross Section Bending Capacity for Large Eccentricity Compression Member

• 9.5　Strengthening Calculation of Cross Section Bending Capacity for Tension Member

• 9.6　Detailing Requirements

10　Structure Member Strengthening with Bonded Fiber Composite Material

• 10.1　Design Provisions

• 10.2　Strengthening Calculation of Cross Section Bending Capacity for Flexural Member

• 10.3　Strengthening Calculation of Inclined Section Shear Capacity for Flexural Member

• 10.4　Strengthening Calculation of Cross Section Bending Capacity for Compression Member

• 10.5　Strengthening Calculation of Inclined Section Shear Capacity for Frame Column

• 10.6　Strengthening Calculation for Large Eccentricity Compression Member

• 10.7　Strengthening Calculation of Cross Section Bending Capacity for Tension Member

• 10.8　Strengthening Calculation for Improve Ductility of Column

• 10.9　Detailing Requirements

11　Structure Member Strengthening with Prestressed Carbon Fiber Reinforced Plastic

• 11.1　Design Provisions

• 11.2　Flexural Member Strengthening with Prestressed Carbon Fiber Reinforced Plastic

• 11.3　Detailing Requirements

• 11.4　Design on Construction Requirements

12　Strncture Member Strengthening with Adding Fulcrums

• 12.1　Design Provisions

• 12.2　Strengthening Calculation

• 12.3　Detailing Requirements

13　Structure Member Strengthening with Wire Rope Mesh and Polymer Modified Cement Mortar Layer

• 13.1　Design Provisious

• 13.2　Strengthening Calculation of Cross Section Bending Capacity for Flexural Member

• 13.3　Strengthening Calculation of Inclined Section Shear Capacity for Flexural Member

• 13.4　Detailing Requirements

14　Structure Member Strengthening with Wire Wrapped

• 14.1　Design Provisions

• 14.2　Seismic Strengthening Calculation for Column

• 14.3　Detailing Requirements

15　Embedded Steel Bars Technology

• 15.1　Design Provisions

• 15.2　Anchorage Calculation

• 15.3　Detailing Requirements

16　Anchor Technology

• 16.1　Design Provisions

• 16.2　Bearing Capacity Checking for Steel Anchor

• 16.3　Bearing Capacity Checking for Concrete Substrate

• 16.4　Detailing Requirements

17　Crack Repair Technology

• 17.1　Design Provisions

• 17.2　Requirements for Crack Repair

Appendix C　Determination Method of Tension Shear Strength for Anchor Type Fast Curing Structural Adhesives

Appendix D　Test Method of Seismic Performance for Anchor Type Fast Curing Structural Adhesives

Appendix E　Reinforcement Rusty Retardant Method for Existing Concrete Structures

Appendix F　Stress Analysis Method for Anchor Connection