水工混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(SL191-2008)

Introduction to English Version

Foreword

1 GeneralProvisions

2 Terms and Symbols

2．1 Terms

2．2 Symbols

3 Fundamental Design Stipulations

3．1 GeneralStipulations

3．2 Calculation Stipulations of Limit States Design

3．3 Requirements of Structural Durability

4 Material

4．1 Concrete

4．2 Reinforcement

5 Calculation of Plain Concrete Structural Members

5．1 General Stipulations

5．2 Compression Members

5．3 FlexuralMembers

5．4 LocalCompression

5．5 Detailing Reinforcement of Plain Concrete Structure

6 Bearing Capacity Calculation for Limit States of

Reinforced Concrete Structural Members ;

6．1 General Stipulations of Bearing Capacity Calculation

6．2 Calculation of Flexural Bearing Capacity of Normal Section

6．3 Calculation of Compression Bearing Capacity of Normal Section

6．4 Calculation of Tension Bearing Capacity of Normal Section

6．5 Calculation of Shear Bearing Capacity of Inclined Section

6．6 Calculation of Torsion Bearing Capacity

6．7 Calculation of Punching Shear Bearing Capacity

6．8 Calculation of Local Compression Bearing Capacity

7 Checking of Serviceability Limit States for

Reinforced Concrete Structural Member

7．1 Checking of Crack Resistance of Normal Section

7．2 Checking of Crack-width Control of Normal Section

7．3 Checking of Deflection of Flexural Members

8 Calculation of Prestressed Concrete Structural Members

8．1 Design Stipulations

8．2 Calculation of Prestress Loss

8．3 General Stipulations for Calculating Bearing Capacity of Normal Section

8．4 Calculation of Flexural Bearing Capacity of Normal Section

8．5 Calculation of Tensile Bearing Capacity of Normal Section

8．6 Calculation of Shear Bearing Capacity of Inclined Section

8．7 Checking of Crack-resistance

8．8 Checking of Crack Width

8．9 Checking of Deflection of Flexural Member

9 General Detailing Requirements

9．1 Permanent Joint and Temporary Joint

9．2 Concrete Cover

9．3 Anchorage of Reinforcement

9．4 Reinforcement Splices

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Department of International Cooperation， Science and Technology of Ministry of Water Resources， P. R. China has the mandate of managing the formulation and revision of water technology standards in China.

Translation of the code from Cl：unese into English was organized by Department of International Cooperation， Science and Technology of Ministry of Water Resources， P. R. China in accordance with due procedures and regulations applicable in the country.

This English version of code is identical to its Chinese original SL 191-2008 Design Code for HydrauLic Concrete Structures， which was formulated and revised under the auspices of Department of International Cooperation， Science and Technology of Ministry of Water Resources， P. R. China.

《水工混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范SL191-2008(SL 191-2008 替代 SL/ 191-96 和 SDJ 20-78)》是根據(jù)水利部水利水電規(guī)劃設(shè)計(jì)管理局水總局科[2004]2號(hào)文，按照《水利技術(shù)標(biāo)準(zhǔn)編寫規(guī)定》（SL 1-2002）的要求，由長江勘測(cè)規(guī)劃設(shè)計(jì)研究院會(huì)同有關(guān)高等院校共同修訂而成。《水工混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（S1/T191-96）頒布后，由于和《水工鋼筋混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（SDJ20-78）并行使用，在安全度表達(dá)及考慮不同荷載的變異性上存在不一致，因此本次修訂對(duì)以上兩本規(guī)范進(jìn)行了整合，對(duì)部分條文進(jìn)行了合理修訂，并補(bǔ)充了新的內(nèi)容。

本標(biāo)準(zhǔn)共13章64節(jié)410條和7個(gè)附錄，主要內(nèi)容有：水工混凝土結(jié)構(gòu)基本設(shè)計(jì)規(guī)定、材料、素混凝土結(jié)構(gòu)構(gòu)件計(jì)算、鋼筋混凝土與預(yù)應(yīng)力混凝土結(jié)構(gòu)構(gòu)件承載能力極限狀態(tài)計(jì)算及正常使用極限狀態(tài)驗(yàn)算、一般構(gòu)造規(guī)定、水工結(jié)構(gòu)構(gòu)件的設(shè)計(jì)構(gòu)造規(guī)定、溫度作用設(shè)計(jì)原則、非桿件體系鋼筋混凝土結(jié)構(gòu)的配筋計(jì)算原則、鋼筋混凝土結(jié)構(gòu)構(gòu)件抗震設(shè)計(jì)及有關(guān)附錄。

2100433B

《水工混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（SL 191-2008）是根據(jù)水利部水利水電規(guī)劃設(shè)計(jì)管理局水總局科[2004]2號(hào)文，按照《水利技術(shù)標(biāo)準(zhǔn)編寫規(guī)定》（SL 1-2002）的要求，由長江勘測(cè)規(guī)劃設(shè)計(jì)研究院會(huì)同有關(guān)高等院校共同修訂而成。

《水工混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（S1/T191-96）頒布后，由于和《水工鋼筋混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（SDJ20-78）并行使用，在安全度表達(dá)及考慮不同荷載的變異性上存在不一致，因此本次修訂對(duì)以上兩本規(guī)范進(jìn)行了整合，對(duì)部分條文進(jìn)行了合理修訂，并補(bǔ)充了新的內(nèi)容。

本標(biāo)準(zhǔn)共13章64節(jié)410條和7個(gè)附錄，主要內(nèi)容有：水工混凝土結(jié)構(gòu)基本設(shè)計(jì)規(guī)定、材料、素混凝土結(jié)構(gòu)構(gòu)件計(jì)算、鋼筋混凝土與預(yù)應(yīng)力混凝土結(jié)構(gòu)構(gòu)件承載能力極限狀態(tài)計(jì)算及正常使用極限狀態(tài)驗(yàn)算、一般構(gòu)造規(guī)定、水工結(jié)構(gòu)構(gòu)件的設(shè)計(jì)構(gòu)造規(guī)定、溫度作用設(shè)計(jì)原則、非桿件體系鋼筋混凝土結(jié)構(gòu)的配筋計(jì)算原則、鋼筋混凝土結(jié)構(gòu)構(gòu)件抗震設(shè)計(jì)及有關(guān)附錄。

規(guī)范于2009年2月10日正式實(shí)施，詳見水利部公告：