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DL/T5045-2006火力发电厂灰渣筑坝设计规范 代替DL/T5045-1995 英文【2025|PDF下载-Epub版本|mobi电子书|kindle百度云盘下载】

DL/T5045-2006火力发电厂灰渣筑坝设计规范 代替DL/T5045-1995 英文
  • 中华人民共和国国家发展和改革委员会发布 著
  • 出版社： 北京：中国电力出版社
  • ISBN：7512340749
  • 出版时间：2013
  • 标注页数：82页
  • 文件大小：9MB
  • 文件页数：91页
  • 主题词：

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图书目录

1 Scope1

2 Normative References2

3 Terms and Definitions3

4 Basic Design Provisions6

4.1 General Provisions6

4.2 Design Criterion and Phases8

4.3 Basic Information13

5 Primary Dam15

5.1 Axis of Primary Dam15

5.2 Height of Primary Dam15

5.3 Type Selection of Dam17

5.4 Construction Material19

5.5 Filling of Dam Bodies21

5.6 Construction of Dam Top23

5.7 Structure of Dam Slope24

5.8 Seepage Drainage Facilities of Dam Bodies26

5.9 Impermeable Media28

5.10 Inverted Filter30

5.11 Junctions of Dam Body with Ground Base,Bank Slope and Burial Pipes32

5.12 Treatment of Dam Foundation34

6 Subdam37

6.1 Subdam Heightening37

6.2 Material and Structure of Subdams38

6.3 Seepage Drainage Facilities for Subdam40

6.4 Hydraulic Filling Damming of Ash and Slag40

6.5 Foundation of Subdam47

7 Phreatic Lines of Dam Bodies54

7.1 Control ofPhreatic Line of Dam Bodies54

7.2 Seepage Calculation of Dam Bodies54

8 Calculation and Analysis of Dam Bodies56

8.1 General Provisions56

8.2 Calculation of Anti-sliding Stability of Dam Bodies57

8.3 Static and Dynamic Analysis for Dam Bodies59

9 Dam Safety Monitoring System61

9.1 General Provisions61

9.2 Phreatic-line Monitoring System61

9.3 Displacement Monitoring System62

10 Requirements for Construction Quality Control63

10.1 General Requirements63

10.2 Requirements for Filling65

10.3 Requirements for Quality Control68

11 Requirements for Operation Management70

11.1 General Provisions70

11.2 Engineering Management of Ash Yard70

11.3 Monitoring of Dam Bodies and Phreafic Lines71

11.4 Monitoring of Ash and Slag Discharging72

11.5 Drainage System Monitoring73

Appendix A(Normative) Methods for Measuring Sheafing Strength Index and Selection Thereof75

Appendix B(Informative) Calculation Principle and Required Test Data for Static and Dynamic Analysis by Using Gross Stress Method77

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