This specification is applicable to the design and construction of reinforced concrete slab structures for industrial and civil buildings with a roof height not exceeding 50m and a fortification intensity not exceeding 8 degrees. GBJ 130-1990 Technical Specification for Reinforced Concrete Slab Structures GBJ130-1990 Standard download decompression password: www.bzxz.net

Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Technical Specification for Reinforced Concrete Lifting Slab Structure
GBJ130-90
1990 Beijing
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W Engineering Construction Standard Full-text Information System
National Standard of the People's Republic of China
Technical Specification for Reinforced Concrete Lifting Slab Structure
130-90
Editor Department: People's Republic of China
Former Ministry of Urban and Rural Construction and Environmental Protection
Approval Department: Ministry of Construction of the People's Republic of China Effective Date ：March 1, 1991
Engineering Construction Standards Full Text Information System
Engineering Construction Standards Full Text Information System
Notice on the issuance of the national standard "Technical Specifications for Reinforced Concrete Lifting Slab Structures"
(90)Jianbiaozi No. 249
According to the requirements of the State Planning Commission's Document No. [1984]305, the "Technical Specifications for Reinforced Concrete Lifting Slab Structures" jointly formulated by the China Academy of Building Research and relevant units has been reviewed by relevant departments and is now approved as the national standard "Technical Specifications for Reinforced Concrete Lifting Slab Structures" GBJ130-90, which will be implemented on March 1, 1991. The Ministry of Construction is responsible for the management of this standard. The China Academy of Building Research is responsible for the specific interpretation and other work. The Ministry of Construction's Standards and Norms Research Institute is responsible for organizing its publication and distribution. Ministry of Construction of the People's Republic of China
May 18, 1990
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Engineering Construction Standards Full Text Information System
Preparation Instructions
This specification is prepared by the China Academy of Building Research in conjunction with relevant units in accordance with the requirements of the State Planning Commission's Document No. 305 [1984]. This specification is a combination and revision of the Ministry's standards "Interim Provisions on the Design and Construction of Lifting Slab Building Structures" (JGJ8 (I)-76) and "Supplementary Provisions on the Design and Construction of Lifting Slab Building Structures" (JGJ8 (II)-79), absorbing the design and construction practice experience and scientific research results of the past decade, and adding the design, calculation and construction of multi-ribbed slabs and lattice beam slabs, the design and construction of basin-type lifting slab method, the construction of cast-in-place columns and tool columns, and the construction of walls and cylinders. During the preparation process, the opinions of relevant units across the country were widely solicited in various ways, and the revisions were made repeatedly. Finally, the Ministry of Construction and relevant departments reviewed and finalized the draft.
This specification is divided into twelve chapters and eleven appendices. There are six chapters in the design part, four chapters in the construction part, and one chapter in the acceptance part. The contents of these three parts are closely related. Its main contents include: general provisions, basic provisions for design calculation and construction, design and construction of structures such as slabs, columns, slab-column joints, and lateral force resistance, and quality standards and acceptance of slab-lifting structure engineering.
In order to improve the quality of the specification, please pay attention to summarizing experience and accumulating information in the process of implementing this specification, and send relevant opinions and suggestions to the Structure Institute of China Academy of Building Research at any time for reference in future revisions. Ministry of Construction
May 1990
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Chapter 1 General
Chapter 2
Basic Provisions for Design Calculation and Construction
Chapter 3
Design of Plates
Section 1
General Provisions
Section 2
Calculations in the Lifting Stage
Section 3
Section 4
Calculations in the Use Stage
Construction and reinforcement·
Chapter 4
Design of columns
Section 1
General provisions
Section 2
Verification in the lifting stage
Calculation in the use stage…
Section 3
Chapter 5 Design of slab-column joints
Section 1 Slab-column joints
Section 2 Lifting rings and bearing pins·
Chapter 6 Lateral force design of lifting slab structures
Section 1
General provisions
Section 2 Calculation of internal forces and displacements||t t||Section 3 Structural Requirements
Chapter 7 Column Construction·
Section 1
General Provisions
Section 2 Construction of Precast Columns
Section 3 Construction of Cast-in-Place Concrete Columns
Section 4 Construction of Tool Columns
Chapter 8 Slab Fabrication
Section 1 Formwork Construction
Section 2 Isolation Layer
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Section 3 Lifting Ring Fabrication and Installation||tt| |Section 4 Formwork and Formwork
Section 5 Concrete Construction·
Chapter 9 Lifting and Fixing of Slabs
Section 1
Lifting Equipment
Section 2
Section 3bZxz.net
Section 4
Section 5
Section 6
Lifting Units and Procedures
Lifting Preparation
Lifting of Slabs
Stabilization Measures for Column Groups
Placement and Fixing of Slabs·
Chapter 10
Construction of Walls and Cylinders
Section 1
Section 2
Section 3
Chapter 11
Section 1
General Provisions
Lifting and Sliding Construction
Storey Construction
Quality Standards and Structural Acceptance
Section 2
Technical Review and Acceptance of Concealed Works
Appendix 1
Calculation of Lifting Internal Force of Equivalent Beam
Appendix 3
Slab Reinforcement Structure
Appendix 3
Secondary Beam of Grid Beam Slab Effective stiffness coefficient α
Appendix 4
Appendix 5
Appendix 6
Appendix 7
Correction coefficient of section stiffness of equivalent cantilever column with variable stiffnessCalculation length coefficient when column group works together with internal vertical column or shear wall
Slab-column node diagram
Simplified calculation method for slab-column structure and slab-column-shear wall structure68Appendix 8 Simplified calculation method for slab-column-shear wall structureAppendix 9 Linear stiffness correction coefficient of rigid domain rods· Rigid domain length coefficient table of equivalent frame beams and columns Appendix Lushi
Explanation of terms used in this code
Appendix 12
Additional explanation
List of the editorial units, participating units and main drafters of this code**·81 Engineering Construction Standard Full-text Information System
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Main symbols
Actions and effects of actions
M——Design value of bending moment
N——Design value of axial force
——Design value of shear force
W, o-
Go, go||tt ||Action, force
Design value of vertical distributed live load
Concentrated and distributed wind load
- Calculation index of gravity and distributed gravity of the component itself
Stiffness of equivalent beam under short-term load
K——Linear stiffness of equivalent frame beam
Linear stiffness of first-generation frame column
Horizontal stiffness of the top of the total frame
Horizontal stiffness of the top of the total shear wall
-Elastic modulus of concrete
Ea——Elastic modulus of steel
f.——Design value of tensile strength of concreteGeometric parameters
I—Sectional moment of inertia of first-generation beam
1. Sectional moment of inertia of concrete slab or column
I——Sectional moment of inertia of steel
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Engineering Construction Standard Full-text Information System
Sectional moment of inertia of first-generation frame beam
bx, by
Sectional moment of inertia of first-generation frame column
Sum of equivalent moments of inertia of each shear wall
Calculated width of first-generation beam
Effective width of column cap
Total width of house
Sectional height of slab
Sectional height of column|| tt||Effective height of section
Full height of column
Cantilever height of wall
Total height of building
-Column distance
l, ly
u or ot
QA～P
Calculated span of equivalent beam
Calculated length of column
Eccentricity
Basic period
-Angle between inclined surface of column cap and column axis
Average perimeter length of shear failure cone surface Displacement of building vertex in X or Y direction
-X or Y direction Inter-story displacement in the vertical direction
Vertical displacement of supports A~F
Calculation coefficient
Effective stiffness coefficient of secondary beam
F——Conversion load correction coefficient
s——Section stiffness correction coefficient of variable stiffness equivalent cantilever columnEccentricity increase coefficient
-Calculation length coefficient
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Engineering Construction Standard Full-text Information System
acb——Ratio of column cap half-width to equivalent frame beam spane——Ratio of column cap calculation height to column height%, % etc. The ratio of the length of the left and right ends of the frame beam to the span of the beam, the ratio of the length of the upper and lower ends of the column to the column height, the linear stiffness correction coefficient of the left and right ends of the beam with a rigid domain, the linear stiffness correction coefficient of the upper and lower ends of the column with a rigid domain Engineering Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Chapter 1 General Provisions
Article 1.0.1 In order to implement the national technical and economic policies in the design and construction of the lifting plate structure, to achieve advanced technology, economic rationality, safety and applicability, and ensure quality, this specification is specially formulated.
Article 1.0.2 This specification is applicable to the design and construction of reinforced concrete lifting plate structures of industrial and civil buildings with a roof height not exceeding 50m and a fortification intensity not exceeding 8 degrees.
Article 1.0.3 In the design and construction of the lifting plate structure, a reasonable design and construction plan should be adopted, a construction organization design should be prepared, and a quality inspection and acceptance system should be strictly implemented.
Article 1·0·4 This code is compiled in accordance with the current national standards "Standard for Design of Building Structures", "General Symbols, Units of Measurement and Basic Terms for Design of Building Structures", "Concrete Structure Design Code", "Building Seismic Design Code", "Building Structure Load Code", and in combination with the characteristics of the lifting plate structure. During design and construction, it shall also comply with the provisions of other relevant national standards. Engineering Construction Standard Full Text Information System
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Chapter 2 Basic Provisions for Design Calculation and Construction Article 2·0·1 The overall layout of the lifting plate structure shall ensure the stability of the building during construction and use. The elevator shaft, stairwell, etc. in the building can be used as a lateral force resistance structure, and the adjacent solid buildings can be used as temporary supports for the lifting plate structure during the lifting process.
Article 2·0·2 The plane and column grid of the lifting plate structure can be flexibly arranged. When there is a requirement for seismic fortification, the structural layout should be uniform and symmetrical, and its stiffness center should coincide with the mass center.
Article 2·0·3 The bearing capacity of the lifting plate structure shall be designed and calculated using the following formula:
1. Non-seismic design:
oS≤R
2. Seismic design:
S≤R/RE
(2·0.3-1)
(2 · 0·3-2)
0--Structural importance factor. For structural members with safety levels of one, two, and three, the values ​​shall be 1.1, 1.0, and 0.9 respectively. The structural safety level shall be determined in accordance with the provisions of the national standard "Uniform Standard for Building Structural Design";
S--Internal force design value. Including axial force design value, bending moment design value, shear force design value, torque design value, etc. It should be calculated and determined according to different structural components, in two stages: construction and use; R—the design value of the bearing capacity of the structural component; RE
—the seismic adjustment coefficient of the bearing capacity of the structural component. 3. The seismic adjustment coefficient of the bearing capacity shall be taken from Table 2·0·3. Engineering 2 Construction Standard Full-text Information System
Engineering Construction Standard Full-text Information System
Seismic Adjustment Coefficient of Bearing Capacity of Reinforced Concrete Structural Components
Bending beams and slabs and columns with axial compression ratio not greater than 0.15Eccentric compression of columns with axial compression ratio greater than 0.15
Eccentric compression and eccentric tension of shear walls
Shear of various components
Table 2·0·3
Note: The "shear wall" in this code is the "seismic wall" in the current national standard "Code for Seismic Design of Buildings"
The lifting slab structure should be designed according to the two stages of lifting and use. Article 20.4
The cross-sectional dimensions and reinforcement of the structure should be controlled by the internal forces in the service stage. The lifting procedures in the lifting stage and the connection and fixing measures of the slab-column nodes should be jointly agreed upon by the construction unit and the design unit.
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9. The structural safety level shall be determined in accordance with the provisions of the national standard "Uniform Standard for Building Structural Design";
S--design value of internal force. Including design value of axial force, design value of bending moment, design value of shear force, design value of torque, etc. It should be calculated and determined according to different structural components, in two stages of construction and use; R--design value of bearing capacity of structural components; RE
-seismic adjustment coefficient of bearing capacity of structural components. 3. Seismic adjustment coefficient of bearing capacity shall be taken according to Table 2.0.3. Engineering 2 Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Seismic Adjustment Coefficient of Bearing Capacity of Reinforced Concrete Structural Components
Eccentric compression of beams and slabs subjected to bending and columns with axial compression ratio not greater than 0.15Eccentric compression of columns with axial compression ratio greater than 0.15
Eccentric compression and eccentric tension of shear walls
Shear of various components
Table 2·0·3
Note: The "shear wall" in this code is the "seismic wall" in the current national standard "Code for Seismic Design of Buildings"
The lifting slab structure should be designed in two stages: lifting and use. Article 20·4
The cross-sectional size and reinforcement of the structure should be controlled by the internal forces in the use stage. The lifting procedure and the connection and fixing measures of the slab-column nodes in the lifting stage shall be jointly agreed upon by the construction unit and the design unit.
Engineering Construction Standard Full Text Information System
9. The structural safety level shall be determined in accordance with the provisions of the national standard "Uniform Standard for Building Structural Design";
S--design value of internal force. Including design value of axial force, design value of bending moment, design value of shear force, design value of torque, etc. It should be calculated and determined according to different structural components, in two stages of construction and use; R--design value of bearing capacity of structural components; RE
-seismic adjustment coefficient of bearing capacity of structural components. 3. Seismic adjustment coefficient of bearing capacity shall be taken according to Table 2.0.3. Engineering 2 Construction Standard Full Text Information System
Engineering Construction Standard Full Text Information System
Seismic Adjustment Coefficient of Bearing Capacity of Reinforced Concrete Structural Components
Eccentric compression of beams and slabs subjected to bending and columns with axial compression ratio not greater than 0.15Eccentric compression of columns with axial compression ratio greater than 0.15
Eccentric compression and eccentric tension of shear walls
Shear of various components
Table 2·0·3
Note: The "shear wall" in this code is the "seismic wall" in the current national standard "Code for Seismic Design of Buildings"
The lifting slab structure should be designed in two stages: lifting and use. Article 20·4
The cross-sectional size and reinforcement of the structure should be controlled by the internal forces in the use stage. The lifting procedure and the connection and fixing measures of the slab-column nodes in the lifting stage shall be jointly agreed upon by the construction unit and the design unit.
Engineering Construction Standard Full Text Information System
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