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Position: Chinese Standard in English/SH/T 3132-2013
SH/T 3132-2013   Design specification for reinforced concrete tanks in petrochemical industry (English Version)
Standard No.: SH/T 3132-2013 Status:valid remind me the status change

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Language:English File Format:PDF
Word Count: 16000 words Price(USD):480.0 remind me the price change

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Implemented on:2014-3-1 Delivery: via email in 1 business day
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Standard No.: SH/T 3132-2013
English Name: Design specification for reinforced concrete tanks in petrochemical industry
Chinese Name: 石油化工钢筋混凝土水池结构设计规范
Professional Classification: SH    Professional Standard - Petrochemical
Issued by: MIIT
Issued on: 2013-10-17
Implemented on: 2014-3-1
Status: valid
Superseding:SH/T 3132-2002 Design specification for reinforced concrete tanks in petrochemical industry
Language: English
File Format: PDF
Word Count: 16000 words
Price(USD): 480.0
Delivery: via email in 1 business day
1 Scope This specification stipulates the requirements for materials, loads, calculations and structures of reinforced concrete tanks in petrochemical industry. This specification is applicable to the structural design of cast-in-place reinforced concrete tanks, non-liquid storage tanks, and underground and semi-underground pump houses in petrochemical industry. This specification is not applicable to the structural design of prefabricated reinforced concrete tanks, prestressed concrete tanks and open caissons. This specification does not involve foundation treatment of tanks. Foundation treatment, if required, shall comply with the current national technical specifications on foundation treatment. 2 Normative references The following documents are indispensable for the application of this specification. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. GB 8076 Concrete admixtures GB/T 14684 Sand for construction GB/T 14685 Pebble and crushed stone for construction GB 23439 Expansive agents for concrete GB 50010 Code for design of concrete structures GB 50046 Standard for anticorrosion design of industrial constructions GB 50119 Code for utility technical of concrete admixture GB 50191 Design code for antiseismic of special structures SH/T 3147 Specification for seismic design of special structures in petrochemical industry SH/T 3535 Specification for construction and acceptance of concrete water pit engineering in petrochemical industry JGJ/T 178 Technical specification for application of shrinkage-compensating concrete   3 Basic design requirements 3.1 The tanks are classified by their embedded types into underground tanks, semi-underground tanks, ground tanks and overhead tanks, and their classification method shall meet the following requirements: a) Underground tanks are those whose top elevation is below the ground or not more than 300 mm above the ground; b) Semi-underground tanks are those with half or more than half of the tank wall height below the ground; c) Ground tanks are those with more than half of the tank wall height above the ground; d) Overhead tanks are those whose base slab bottom is above the ground and is elevated by column base or strip base. 3.2 Tanks are generally classified into rectangular tanks and circular tanks according to their shapes. 3.3 Single-cell rectangular tanks without joints may be classified into deep-walled tank, shallow-walled tank and two-way slab-walled tank according to the length to height ratio of tank wall, and the classification method shall be in accordance with those specified in Table 3.3. 3.4 The tanks may be classified into integral type and separated type according to the bottom slab structure. 3.5 The waterproofing of the tanks are divided into four grades, and the waterproofing standards of each grade shall be in accordance with those specified in Table 3.5. 3.6 Water storage test shall be carried out for all tanks, and the test requirements shall be in accordance with SH/T 3535 Specification for construction and acceptance of concrete water pit engineering in petrochemical industry, and shall meet the waterproofing standards specified in Table 3.5. 3.7 Waterproofing grade of common tanks in petrochemical industry should be in accordance with those specified in Table 3.7. 3.8 The concrete impermeability grade of common tanks in petrochemical industry shall be in accordance with those specified in Table 3.8, and the engineering with seepage prevention requirements shall meet the requirements of Technical code for seepage prevention in petrochemical engineering.
Foreword i 1 Scope 2 Normative references 3 Basic design requirements 4 Materials 5 Load and load effect combination 5.1 General requirements 5.2 Permanent load 5.3 Variable load 5.4 Seismic action 5.5 Load effect combination 6 Static calculations 6.1 General requirements 6.2 Static calculations of the rectangular tank 6.3 Static calculations of the circular tank 6.4 Internal force calculation due to temperature (humidity) difference of rectangular tank wall 7 Checking of crack resistance and crack width 7.1 Checking of crack resistance 7.2 Checking of crack width 8 Design for anti-floatage 8.1 General requirements 8.2 Checking of anti-floatage 9 Detailing requirements 9.1 General requirements 9.2 Expansion joint 9.3 Seismic details Annex A (Informative) Moment coefficient of the two-way slab under soil and ground water pressure Annex B (Informative) Moment coefficient effected by temperature and humidity difference Explanation of wording in this specification
Referred in SH/T 3132-2013:
*GB 8076-2008 Concrete Admixtures
*GB/T 14684-2011 Sand for construction
*GB/T 14685-2011 Pebble and crushed stone for construction
*GB 23439-2009 Expensive Agents for Concrete
*GB 50010-2010(2015) Code for design of concrete structures
*GB 50046-2008 Code for Anticorrosion Design of Industrial Constructions
*GB 50119-2013 Code for utility technical of concrete admixture
*GB 50191-2012 Design code for antiseismic of special structures
*SH/T 3147-2004 Code for Iseismic Design of Special Structures for Petrochemical
*SH/T 3535-2012 Specification for construction and acceptance of concrete water pit engineering in petrochemical industry
*JGJ/T 178-2009 Technical specification for application of shrinkage-compensating concrete
SH/T 3132-2013 is referred in:
*SH 3076-2013 Design specification for building structure in petrochemical industry
Code of China
Standard
SH/T 3132-2013  Design specification for reinforced concrete tanks in petrochemical industry (English Version)
Standard No.SH/T 3132-2013
Statusvalid
LanguageEnglish
File FormatPDF
Word Count16000 words
Price(USD)480.0
Implemented on2014-3-1
Deliveryvia email in 1 business day
Detail of SH/T 3132-2013
Standard No.
SH/T 3132-2013
English Name
Design specification for reinforced concrete tanks in petrochemical industry
Chinese Name
石油化工钢筋混凝土水池结构设计规范
Chinese Classification
Professional Classification
SH
ICS Classification
Issued by
MIIT
Issued on
2013-10-17
Implemented on
2014-3-1
Status
valid
Superseded by
Superseded on
Abolished on
Superseding
SH/T 3132-2002 Design specification for reinforced concrete tanks in petrochemical industry
Language
English
File Format
PDF
Word Count
16000 words
Price(USD)
480.0
Keywords
SH/T 3132-2013, SH 3132-2013, SHT 3132-2013, SH/T3132-2013, SH/T 3132, SH/T3132, SH3132-2013, SH 3132, SH3132, SHT3132-2013, SHT 3132, SHT3132
Introduction of SH/T 3132-2013
1 Scope This specification stipulates the requirements for materials, loads, calculations and structures of reinforced concrete tanks in petrochemical industry. This specification is applicable to the structural design of cast-in-place reinforced concrete tanks, non-liquid storage tanks, and underground and semi-underground pump houses in petrochemical industry. This specification is not applicable to the structural design of prefabricated reinforced concrete tanks, prestressed concrete tanks and open caissons. This specification does not involve foundation treatment of tanks. Foundation treatment, if required, shall comply with the current national technical specifications on foundation treatment. 2 Normative references The following documents are indispensable for the application of this specification. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. GB 8076 Concrete admixtures GB/T 14684 Sand for construction GB/T 14685 Pebble and crushed stone for construction GB 23439 Expansive agents for concrete GB 50010 Code for design of concrete structures GB 50046 Standard for anticorrosion design of industrial constructions GB 50119 Code for utility technical of concrete admixture GB 50191 Design code for antiseismic of special structures SH/T 3147 Specification for seismic design of special structures in petrochemical industry SH/T 3535 Specification for construction and acceptance of concrete water pit engineering in petrochemical industry JGJ/T 178 Technical specification for application of shrinkage-compensating concrete   3 Basic design requirements 3.1 The tanks are classified by their embedded types into underground tanks, semi-underground tanks, ground tanks and overhead tanks, and their classification method shall meet the following requirements: a) Underground tanks are those whose top elevation is below the ground or not more than 300 mm above the ground; b) Semi-underground tanks are those with half or more than half of the tank wall height below the ground; c) Ground tanks are those with more than half of the tank wall height above the ground; d) Overhead tanks are those whose base slab bottom is above the ground and is elevated by column base or strip base. 3.2 Tanks are generally classified into rectangular tanks and circular tanks according to their shapes. 3.3 Single-cell rectangular tanks without joints may be classified into deep-walled tank, shallow-walled tank and two-way slab-walled tank according to the length to height ratio of tank wall, and the classification method shall be in accordance with those specified in Table 3.3. 3.4 The tanks may be classified into integral type and separated type according to the bottom slab structure. 3.5 The waterproofing of the tanks are divided into four grades, and the waterproofing standards of each grade shall be in accordance with those specified in Table 3.5. 3.6 Water storage test shall be carried out for all tanks, and the test requirements shall be in accordance with SH/T 3535 Specification for construction and acceptance of concrete water pit engineering in petrochemical industry, and shall meet the waterproofing standards specified in Table 3.5. 3.7 Waterproofing grade of common tanks in petrochemical industry should be in accordance with those specified in Table 3.7. 3.8 The concrete impermeability grade of common tanks in petrochemical industry shall be in accordance with those specified in Table 3.8, and the engineering with seepage prevention requirements shall meet the requirements of Technical code for seepage prevention in petrochemical engineering.
Contents of SH/T 3132-2013
Foreword i 1 Scope 2 Normative references 3 Basic design requirements 4 Materials 5 Load and load effect combination 5.1 General requirements 5.2 Permanent load 5.3 Variable load 5.4 Seismic action 5.5 Load effect combination 6 Static calculations 6.1 General requirements 6.2 Static calculations of the rectangular tank 6.3 Static calculations of the circular tank 6.4 Internal force calculation due to temperature (humidity) difference of rectangular tank wall 7 Checking of crack resistance and crack width 7.1 Checking of crack resistance 7.2 Checking of crack width 8 Design for anti-floatage 8.1 General requirements 8.2 Checking of anti-floatage 9 Detailing requirements 9.1 General requirements 9.2 Expansion joint 9.3 Seismic details Annex A (Informative) Moment coefficient of the two-way slab under soil and ground water pressure Annex B (Informative) Moment coefficient effected by temperature and humidity difference Explanation of wording in this specification
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