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GB/T 50006-2010: Standard for modular coordination of industrial buildings
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Standard for modular coordination of industrial buildings
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GB/T 50006-2010
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Basic data | Standard ID | GB/T 50006-2010 (GB/T50006-2010) | | Description (Translated English) | Standard for modular coordination of industrial buildings | | Sector / Industry | National Standard (Recommended) | | Classification of Chinese Standard | P34 | | Word Count Estimation | 60,648 | | Date of Issue | 2010-11-03 | | Date of Implementation | 2011-10-01 | | Older Standard (superseded by this standard) | GBJ 6-1986 | | Quoted Standard | GB 50007; GB 50009; GB 50011 | | Regulation (derived from) | Ministry of Housing and Urban-Rural Development Bulletin No.815 | | Issuing agency(ies) | Ministry of Housing and Urban-Rural Development of the People's Republic of China; General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China | | Summary | This standard applies to the following conditions: 1 design fabricated part assembled reinforced concrete structure or, steel and reinforced concrete and steel hybrid structure plant, architectural design dimensions coordination between the two relevant professional plant, 3 preparation plant construction structure Accessories Universal Design Atlas. | GB/T 50006-2010: Standard for modular coordination of industrial buildings---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
1 General
1.0.1 This standard is formulated in order to make the geometric dimensions of the main components and assemblies of the factory building conform to the building modulus, achieve standardization and serialization, and facilitate industrial production.
1.0.2 This standard applies to the following situations.
1 Design prefabricated or partly prefabricated reinforced concrete structures, steel structures and mixed structure workshops of reinforced concrete and steel;
2 Size coordination between related disciplines in plant architectural design;
3 Compile the general design atlas of building components and accessories of the factory building.
1.0.3 The types of components and accessories used in each factory building at the same location should be unified. The types of components used in the same plant shall be uniform.
1.0.4 The shape of the factory building should be regular, simple, and the axes should be orthogonal.
1.0.5 During the architectural design of the plant, the building components with the same purpose should be interchangeable.
1.0.6 In addition to conforming to this standard, the architectural design of the factory building shall also comply with the current relevant national standards.
2 Terms and symbols
2.1 Terminology
2.1.1 Modular coordination
Dimensional coordination based on basic or expanded modules.
2.1.2 connecting size
Due to the technical requirements of the upper column section, in order to coordinate with the minimum clearance distance between the upper column and the upper column required for the normal operation of lifting equipment such as bridge type, girder crane or single girder suspension crane, the outer edge of the side column or the factory building The offset value set between the outer edge of the high-span upper column and the longitudinal positioning axis at the high-span and low-span.
2.1.3 Inserting distance inserting size
Due to the technical requirements of the upper column section or structural needs such as deformation joint treatment, the distance between two positioning axes inserted in a certain span direction or column distance direction of the factory building.
2.1.4 modular size
Comply with the dimensions specified by the modulus sequence.
2.1.5 technical size technical size
The minimum size value of the cross-section or thickness of the building components that meet the building function and technological requirements is in an economically optimal state.
2.1.6 Logo size coordinating size
Conforms to the requirements of the modulus sequence, and is used to mark the vertical distance between the building as the axis plane, the positioning plane or as the axis, and the positioning line, as well as the distance between the boundaries of building components, building assemblies, building products, and related equipment. size.
2.2 Symbols
M - basic modulus, 1M is 100mm;
be——deformation seam width;
ac - contact size;
ai - insertion distance;
aop—the headroom size required for hoisting the wall panel;
an—the positioning dimension between the member and the positioning axis;
β——wall thickness;
b——section width of components;
h—height of component section;
n - multiple.
3 Basic Regulations
3.0.1 The base of the planar and vertical coordination modulus of the plant building should be the expanded modulus of 3M.
3.0.2 When the cross-sectional size of the plant building components is less than or equal to 400mm, it should be upgraded according to 1/2M; when it is larger than 400mm, it should be upgraded according to 1M.
3.0.3 Single axis should be adopted for the vertical and horizontal positioning of the building components of the factory building; when the insertion distance or contact size needs to be set, dual axes can be used.
4.1.4 The column spacing of the wind-resistant columns at the gable of the reinforced concrete factory building should adopt the expansion modulus 15M sequence (Figure 4.1.1).
4.2 The positioning of the main components of the reinforced concrete structure workshop
4.2.1 The positioning of reinforced concrete factory building walls, columns and transverse positioning axes shall meet the following requirements.
1 Except for the column at the deformation joint and the end column, the center line of the column shall coincide with the transverse positioning axis; the column at the transverse deformation joint shall adopt double columns and two transverse positioning axes, and the center line of the column shall be from the positioning axis Move 600mm to both sides, and the width of the joint between the two transverse positioning axes [Figure 4.2.1(a)] should be determined in combination with individual design;
2 The inner edge of the gable wall shall coincide with the transverse positioning axis, and the center line of the end column shall be moved inwardly from the transverse positioning axis by 600mm [Figure 4.2.1(b)].
Figure 4.2.1 Positioning of Wall Columns and Transverse Positioning Axis
4.2.2 The positioning of reinforced concrete factory building walls, side columns and longitudinal positioning axes shall meet the following requirements.
1 The outer edge of the side column and the inner edge of the wall should coincide with the longitudinal positioning axis [Figure 4.2.2(a)];
2 In workshops with crane girders, when the lifting capacity, column spacing or construction requirements of the crane need to be met, a contact dimension may be added between the outer edge of the side column and the longitudinal positioning axis [Figure 4.2.2(b)]. 3M sequence is used, but when the wall structure is masonry, 1/2M sequence can be used for the contact size.
Figure 4.2.2 Positioning of walls, side columns and longitudinal positioning axes
4.2.3 The positioning of the central column and the longitudinal positioning axis of the reinforced concrete structure factory building shall meet the following requirements.
1 For the center column of a factory building of equal height, a single column and a longitudinal positioning axis should be arranged, and the center line of the column should coincide with the longitudinal positioning axis [Figure 4.2.3-1(a)];
2 For the center column of a factory building of equal height, when the insertion distance needs to be set in adjacent spans, the center column can adopt a single column and two longitudinal positioning axes, the insertion distance should conform to 3M, and the column center line should coincide with the insertion distance center line [Fig. 4.2.3-1(b)];
3 When a single column is used at the high and low spans, the outer edge of the upper column on the high span and the inner edge of the sealing wall should coincide with the longitudinal positioning axis [Figure 4.2.3-2(a)];
When the outer edge of the upper column cannot coincide with the longitudinal positioning axis, two longitudinal positioning axes should be used, and the insertion distance should be the same as the connection dimension [Figure 4.2.3-2(b)], or equal to the thickness of the wall [Figure 4.2.3-2(c)] or equal to the wall thickness plus contact size [Figure 4.2.3-2(d)];
4 When double columns are used at the high and low spans, two longitudinal positioning axes shall be adopted, and the insertion distance shall be set. The positioning of the columns and the longitudinal positioning axes may be determined according to the relevant provisions of the side columns (Figure 4.2.3-3).
Figure 4.2.3-1 The positioning of the central column and the longitudinal positioning axis at equal height spans
Figure 4.2.3-2 The positioning of the central column and the longitudinal positioning axis at the high and low spans
Figure 4.2.3-3 Positioning of double columns at high and low spans and longitudinal positioning axis
4.2.4 The vertical positioning of reinforced concrete factory building columns shall meet the following requirements.
1 The top surface of the column should coincide with the elevation of the column top;
2 The bottom of the column should coincide with the elevation of the bottom of the column (Figure 4.1.3).
4.2.5 The positioning of the crane girder of the reinforced concrete structure workshop shall meet the following requirements.
1 The distance between the longitudinal centerline of the crane girder and the longitudinal positioning axis should be 750mm, and may also be 1000mm or 500mm (Figure 4.2.5);
2.The marked dimensions of both ends of the crane girder shall coincide with the transverse positioning axis;
3 The bottom surface of both ends of the crane girder shall coincide with the elevation of the corbel surface of the column.
Figure 4.2.5 Positioning of crane girder and longitudinal positioning axis
4.2.6 The positioning of the trusses or roof beams of reinforced concrete factory buildings shall meet the following requirements.
1 The longitudinal centerline of the roof truss or roof beam should coincide with the transverse positioning axis. the longitudinal centerline of the roof truss or roof beam at the end and deformation joint should coincide with the column centerline;
2.The marked dimensions of both ends of the roof truss or roof beam shall coincide with the longitudinal positioning axis;
3 The bottom surface of both ends of the roof truss or roof beam should coincide with the elevation of the column top, and when there are brackets or bracket beams, the bottom surfaces of both ends should coincide with the elevation of the top surface of the bracket or bracket beam.
4.2.7 The positioning of the brackets or bracket beams of reinforced concrete factory buildings shall meet the following requirements.
1 The longitudinal centerline of the bracket or bracket beam shall be parallel to the longitudinal positioning axis. At the side column, its longitudinal centerline should be moved inwardly from the longitudinal positioning axis by 150mm [Figure 4.2.7(a)]; at the center column, its longitudinal centerline should coincide with the longitudinal positioning axis [Figure 4.2.7(b) ]; when setting the insertion distance for the middle column, its positioning regulations should be the same as those for the side column [Figure 4.2.7(c)];
2 The two ends of the bracket or bracket beam should coincide with the transverse positioning axis;
3 The bottom surface of both ends of the bracket or bracket beam should coincide with the height of the column top.
Figure 4.2.7 Positioning of brackets or bracket beams with positioning axis
4.2.8 The positioning of the panel of the reinforced concrete structure factory building shall meet the following requirements.
1 The dimension of the longitudinal side marking of the first roof panel on both sides of each span should coincide with the longitudinal positioning axis;
2 The mark size of both ends of the roof panel shall coincide with the transverse positioning axis.
4.2.9 The positioning of the outer wall panel of the reinforced concrete structure workshop shall meet the following requirements.
1 The inner edge of the exterior wall panel should coincide with the outer edge of the side column or wind-resistant column;
2 The vertical positioning of the exterior wall panel and the treatment of the panel at the corner should be determined in conjunction with the individual design.
4.3 Span, column spacing and height of ordinary steel structure factory building
4.3.1 When the span of a common steel structure factory building is less than 30m, it is advisable to adopt the extended modulus 30M sequence; when the span is greater than or equal to 30m, it is appropriate to adopt the extended modulus 60M sequence (Figure 4.3.1).
Figure 4.3.1 Schematic diagram of span and column distance
4.3.2 The column spacing of ordinary steel structure factory buildings should adopt the expansion modulus 15M sequence, and should adopt 6, 9, 12m (Figure 4.3.1).
4.3.3 The height from the indoor floor to the top of the column for ordinary steel structure factory buildings shall adopt the expanded modulus 3M series (Figure 4.3.3); for factory buildings with cranes, the height from the indoor floor to the corbel surface supporting the Modulus sequence (Figure 4.3.3).
Figure 4.3.3 Height schematic diagram
4.3.4 For the distance between the wind-resistant columns at the gable of the ordinary steel structure factory building, it is advisable to adopt the expanded modulus 15M sequence (Figure 4.3.1).
4.4 Positioning of main components of ordinary steel structure factory building
4.4.1 The positioning of walls, columns and transverse positioning axes of general steel structure factory buildings shall meet the following requirements.
1 Except for the column at the deformation joint and the end column, the center line of the column shall coincide with the transverse positioning axis.
2 The columns at the transverse deformation joints should adopt double columns and two transverse positioning axes, and the width of the joints between the axes should meet the relevant provisions of the current national standards "Code for Building Foundation Design" GB 50007 and "Code for Seismic Design of Buildings" GB 50011.When a large roof panel is used, the center line of the column should be moved 600mm from the positioning axis to both sides (Figure 4.4.1).
3 When a large roof panel is used, the inner edge of the gable wall shall coincide with the transverse positioning axis, and the center line of the end column shall be moved inwardly by 600mm from the transverse positioning axis (Figure 4.4.1).
Figure 4.4.1 Positioning of Wall Columns and Transverse Positioning Axis
4.4.2 The positioning of walls, side columns and longitudinal positioning axes of ordinary steel structure factory buildings should meet the following requirements (Figure 4.4.2).
1 The outer edge of the side column and the inner edge of the wall should coincide with the longitudinal positioning axis;
2 In a factory building with cranes, when the crane weight, column distance or construction requirements need to be met, a contact dimension can be added between the outer edge of the side column and the longitudinal positioning axis, and the contact dimension should be an integer multiple of 50mm.
Figure 4.4.2 Positioning of walls, side columns and longitudinal positioning axes
4.4.3 The positioning of the central column and the longitudinal positioning axis of ordinary steel structure factory buildings should meet the following requirements.
1 For the center column of a factory building of equal height, a single column and a longitudinal positioning axis should be arranged, and the center line of the column should coincide with the longitudinal positioning axis [Figure 4.4.3-1(a)];
2 For the center column of a factory building of equal height, when the insertion distance needs to be set in the adjacent span, the center column can adopt a single column and two longitudinal positioning axes. Overlap [Figure 4.4.3-1(b)];
3 When a single column is used at the high and low spans, the outer edge of the upper column on the high span and the inner edge of the sealing wall should coincide with the longitudinal positioning axis; The distance should be the same as the connection size, or it can be equal to the wall thickness or equal to the wall thickness plus the connection size (Figure 4.4.3-2);
Figure 4.4.3-3 Positioning of double columns at high and low spans and longitudinal positioning axis
4 When double columns are used at the high and low spans, two longitudinal positioning axes shall be adopted, and the insertion distance shall be set. The positioning of the columns and the longitudinal positioning axes may be determined according to the relevant provisions of the side columns (Figure 4.4.3-3).
4.4.4 The positioning of crane girders in general steel structure workshops shall meet the following requirements (Figure 4.4.4).
1 The distance between the longitudinal centerline of the crane girder and the longitudinal positioning axis should be 750mm, or 1000mm or 500mm;
2.The marked dimensions of both ends of the crane girder shall coincide with the transverse positioning axis;
3 The bottom surface of both ends of the crane girder shall coincide with the elevation of the corbel surface of the column.
Figure 4.4.4 Positioning of crane girder and longitudinal positioning axis
4.4.5 The positioning of trusses or roof beams of ordinary steel structure workshops should meet the following requirements.
1 The longitudinal centerline of the roof truss or roof beam should coincide with the transverse positioning axis; the longitudinal centerline of the roof truss or roof beam at the deformation joint at the end should coincide with the column centerline;
2.The mark size of both ends of the roof truss or roof beam shall coincide with the longitudinal positioning axis;
3 The bottom surface or top surface of both ends of the roof truss or roof beam should coincide with the elevation of the column top.
4.4.6 The positioning of large roof slabs of ordinary steel structure factory buildings shall meet the following requirements.
1.The longitudinal sides of the marked dimensions of the first roof panel on both sides of each span should coincide with the longitudinal positioning axis;
2 The mark size on both ends of the roof panel shall coincide with the transverse positioning axis.
4.4.7 The positioning of exterior wall panels of ordinary steel structure factory buildings should meet the following requirements.
1 The inner edge of the exterior wall panel should coincide with the outer edge of the side column or wind-resistant column;
2 The two ends of the exterior wall panels should coincide with the transverse positioning axis or the center line of the wind-resistant column;
3 The vertical positioning of the exterior wall panel and the treatment of the panel at the corner should be determined in conjunction with the individual design.
4.5 Dimensions of main components of reinforced concrete structure and ordinary steel structure workshop
4.5.1 The section size of the column should be the technical size, and the length should be the modular size.
4.5.2 The section size of the crane girder shall be the technical size, and the length shall be the modular size.
4.5.3 The cross-sectional dimensions of the roof truss members and roof beams shall be technical dimensions, the length of roof trusses and roof beams shall be modular dimensions, and the length of the overhanging part supporting the overhanging gutter or cornice shall be technical dimensions.
4.5.4 The cross-sectional dimensions of the bracket members and bracket beams shall be technical dimensions, the length of brackets and bracket beams shall be of modular size, and the height of their ends shall be of modular size.
4.5.5 The height of the roof panel shall be the technical size, and the width and length shall be the modular size.
4.5.6 The thickness of the exterior wall panel shall be the technical size, and the width and length shall be the modular size.
4.6 Span, column distance and height of light steel structure workshop
4.6.1 When the span of the light steel structure factory building is less than or equal to 18m, it is advisable to adopt the series of expanded modulus 30M;
4.6.2 The column spacing of the light steel structure factory building should adopt the expansion modulus 15M sequence, and should adopt 6.0, 7.5, 9.0, 12.0m. The center column spacing without crane should adopt 12, 15, 18, 24m.
4.6.3 When required by the production process, the light-weight steel structure factory building can adopt multi-row and multi-column vertical and horizontal column grids, and the column spacing (span) in the same direction should be consistent. The distance between columns should not exceed 25%.
4.6.4 The height of the light steel structure factory building from the indoor floor to the top of the column or the cornice of the house shall adopt the expansion modulus 3M sequence.
For workshops with cranes, the height from the indoor floor to the corbel surface of the crane girder shall adopt the expanded modulus 3M sequence.
4.6.5 For the distance between the wind-resistant columns at the gable of the light-weight steel structure factory building, it is advisable to adopt the expanded modulus 5M sequence.
4.7 Positioning of main components of light steel structure workshop
4.7.1 The positioning of walls, columns and transverse positioning axes of light-weight steel structure factory buildings shall meet the following requirements.
1 Except for the column at the deformation joint and the end column, the center line of the column shall coincide with the transverse positioning axis;
2 Double columns and two transverse positioning axes shall be used at the transverse deformation joints, the centerline of the columns shall be moved from the positioning axes to both sides by 600mm, and the width of the joint between the two transverse positioning axes shall be an integer multiple of 50mm;
3 The horizontal positioning axes at both ends of the factory building may coincide with the centerline of the load-bearing column at the end. When the lateral positioning axis coincides with the inner edge of the gable wall, the dimension between the centerline of the end load-bearing column and the lateral positioning axis should be an integer multiple of 50mm.
4.7.2 The positioning of walls, columns and longitudinal positioning axes of light-weight steel structure factory buildings shall meet the following requirements.
1 The longitudinal positioning axis of the factory building, except for the side spans, shall coincide with the column centerline. When there are different column sections in the middle column column, the center line of the main column can be taken as the longitudinal positioning axis;
2 The longitudinal positioning axis of the factory building shall coincide with the outer edge of the side column at the side span;
3 When double-column deformation joints are arranged in the longitudinal direction of the factory building, the centerline of the column should coincide with the longitudinal positioning axis, and the distance between the two axes should be an integer multiple of 50mm. When setting the deformation joint of a single column, the center line of the column may not be taken, but it shall be within the section of the column.
4.8 Others
4.8.1 When setting transverse deformation joints in the factory building, double columns and two transverse positioning axes shall be adopted.
4.8.2 Longitudinal deformation joints are set up in factory buildings with equal heights. When the deformation joints are expansion joints, a single column can be used and two longitudinal positioning axes can be set. The roof truss or roof beam on one side of the deformation joints should rest on the movable support.2(a)]; when the deformation joint is a seismic joint, double columns and two longitudinal positioning axes shall be adopted, and the insertion distance shall be the width of the deformation joint or the sum of the width of the deformation joint and the connection dimension [Fig. 4.8.2(b)].
Figure 4.8.2 Longitudinal deformation joints of factory building with equal height
4.8.3 When deformation joints are provided for single columns at high and low spans, the low-span roof trusses or roof beams can rest on movable supports, and two longitudinal positioning axes should be used at the high and low spans, and the insertion distance should be set (Figure 4.8.3).
Figure 4.8.3 Single-column longitudinal deformation joints at high and low spans
4.8.4 The longitudinal deformation joints of factory buildings with unequal heights shall be located at the high and low spans, and double columns and two longitudinal positioning axes shall be adopted (Figure 4.8.4).
Figure 4.8.4 Double-column longitudinal deformation joints at high and low spans
4.8.5 For the connections at the vertical and horizontal spans of the factory building, the deformation joints shall meet the following requirements.
1 When the gable wall is lower than the side wall and the length is not longer than the side wall, the double-column single wall can be used to set the deformation joint, and the insertion distance should meet the following requirements [Figure 4.8.5(a), Figure 4.8.5(b)].
1) When the external wall is masonry, the insertion distance should be the sum of the width of the deformation joint and the thickness of the wall or the width of the deformation joint, the connection size and the thickness of the wall;
2) When the external wall is a wall panel, the insertion distance should be the sum of the clearance size required for hoisting the wall panel and the thickness of the wall or the clearance size required for hoisting the wall panel, the contact size and the thickness of the wall; When the headroom size is smaller than the width of the deformation joint, the width of the deformation joint can be used;
2 When the gable wall is shorter and higher than the side wall, double-column and double-wall deformation joints should be used, and the insertion distance should meet the following requirements [Figure 4.8.5(c), Figure 4.8.5(d)].
1) When the external wall is masonry, the insertion distance should be the sum of the width of the deformation joint and the thickness of the two walls or the width of the deformation joint and the connection size and the thickness of the two walls;
2) When the external wall is a wallboard, the insertion distance should be the sum of the clearance size required for hoisting the wallboard and the thickness of the two walls or the clearance size and contact size required for the hoisting of the wallboard and the thickness of the two walls; When the clearance size required by the wallboard is smaller than the width of the deformation joint, the width of the deformation joint can be used.
Figure 4.8.5 Connections at vertical and horizontal spans
4.8.6 In multi-span factory buildings with height requirements for technology, when the height difference is not greater than 1.5m or there is only one low span on one side of the high span and the height difference is not greater than 1.8m, it is not appropriate to set the height difference.
4.8.7 In a multi-span factory building equipped with cranes of different lifting capacity, the elevation of the corbel surface of each span supporting the crane girder should be the same. When the beam surface of the center column crane needs to be provided with a walkway slab or a brake component, the elevation of the beam surface of each span crane should be the same.
4.8.8 The end heights of various types of crane girders with the same crane capacity should be the same.
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