DOC《UDC》

25 8.4 拌合与运输

25 8.5 浇筑与养护

26 8.6 防水粘结应力吸收层的施工

26 8.7 高粘高弹改性沥青SMA施工

26 9 SMA / AC /OGFC桥面铺装

28 9.1 一般规定

28 9.2 配合比设计

28 9.3 防水粘结层和粘层施工

29 9.4 SMA、AC、OGFC施工

29 10 施工质量管理与检查验收

30 10.1 一般规定

30 10.2 材料检验

30 10.3 质量检查与验收

33 附录A 环氧沥青混合料配合比设计方法

37 附录B 浇注式沥青混合料配合比设计方法

39 附录C 高韧性轻集料水泥混凝土配合比设计方法

41 附录D 桥面铺装粘结强度试验方法

44 附录E 浇注式沥青混合料流动性试验方法

46 附录F 浇注式沥青混合料贯入度试验方法

47 附录G 防水粘结材料低温柔性试验方法

49 本规程用词说明

50 引用标准名录

51 附:条文说明

52 Contents

1 General Provisions

1 2 Terminologies and Symbols

2 2.1 Terms

2 2.2 Symbols

3 3 The Structure Combination Of Bridge Deck Pavement

4 3.1 General Requirements

4 3.2 The Typical Pavement Materials

4 3.3 The Typical Pavement Structures

4 4 Raw Materials

7 4.1 General Requirements

7 4.2 Asphalt Binder

7 4.3 Interface Function Material

9 4.4 Aggregate

11 4.5 Padding

13 4.6 Other Materials

13 5 The Pretreatment Of Pavement Surface

15 5.1 General Requirements

15 5.2 Concrete Bridge Deck

15 5.3 Steel Bridge Deck

15 6 Epoxy Asphalt Concrete Pavement

17 6.1 General Requirements

17 6.2 The Construction Of Waterproof Bonding Layer

17 6.3 The Construction Of Adhesive Layer

17 6.4 Design of Mix Proportion

18 6.5 The Construction Of Hot Mix and Warm Mix Epoxy Asphalt Mixture

18 7 Gussasphalt Concrete Pavement

21 7.1 General Requirements

21 7.2 The Construction Of Waterproof Bonding Layer

22 7.3 The Construction Of Modified Asphalt Mastic Buffer Layer

22 7.4 The Construction Of Adhesive Layer

22 7.5 Design of Mix Proportion

23 7.6 The Construction Of Gussasphalt

23 8 Function Adjust-linking and SMA Composite Steel Bridge Deck Pavement

25 8.1 General Requirements

25 8.2 The Installation Of Shear Studs and Steel Fabric

25 8.3 The Design of Concrete

25 8.4 Mixing and Transport

25 8.5 Placing and Curing

26 8.6 The Construction of Waterproof Bond Stress Absorbing Layer

26 8.7 The Construction Of Modified asphalt with high viscosity and high elastic SMA

26 9 SMA / AC /OGFC Bridge Deck Pavement

28 9.1 General Requirements

28 9.2 Design of Mix Proportion

28 9.3 The Construction of Waterproof Bonding Layer and The Adhesive Layer

29 9.4 The Construction Of SMA、AC、OGFC

29 10 Construction Quality Management and Inspection Acceptance

30 10.1 General Requirements

30 10.2 Material Inspection

30 10.3 Quality Inspection and Acceptance

33 Appendix A The Design Method Of Epoxy Asphalr concrete

37 Appendix B The Design Method Of Gussasphalt

39 Appendix C The Design Method Of High Strength and High Toughness of Light Concrete

41 Appendix D The Adhesive Strength Test Method Of Bridge Deck Pavement

44 Appendix E Gussasphalt Liquid Test Method

46 Appendix F Gussasphalt Penetration Test Method

47 Appendix G The Low Temperature Flexible Test Method Of Waterproof Bonding Material

49 Explanation of Wording in This Specification

50 List of Quoted Standards

51 Addition:Explanation of Provisions

52 1 总则 1.0.1 为了适应城镇桥梁建设发展的需要,使沥青混凝土桥面铺装层满足使用要求,保证桥面铺装层质量,提高工程使用耐久性,制定本规程. 1.0.2 本规程适用于城镇钢桥和水泥混凝土桥等桥梁桥面铺装工程的新建、大修和改建. 1.0.3 城镇桥梁沥青混凝土铺装层设计与施工应遵循安全、耐久、环保、经济的原则. 1.0.4 城镇桥梁沥青混凝土铺装的设计、施工与验收除应符合本规程外,尚应符合国家现行有关标准的规定.