标准编号:	GB/T 50006-2010
中文名称:	厂房建筑模数协调标准
英文名称:	Standard for modular coordination of factory buildings
中标分类:	P34    工业建筑工程
行业分类:	GB    国家标准
发布机构:	中华人民共和国建设部
发布日期:	2010-11-03
实施日期:	2011-10-1
标准状态:	现行
替代旧标准:	GBJ 6-1986 厂房建筑模数协调标准
翻译语言:	英文
文件格式:	PDF
中文字符数:	20,000 字
翻译价格(元):	1120.00 元
交付时间:	付款后 1 个工作日

Codeofchina.com is in charge of this English translation. In case of any doubt about the English translation, the Chinese original shall be considered authoritative.

According to the requirements of Document Jian Biao [2002] NO.85 issued by former Ministry of Construction (MOC) - "Notice on Printing and Publishing the Development and Revision Plan of National Engineering Construction Standards in 2001 ~ 2002", this Standard was formulated by revising the "Building Constructions-Modular Coordination-Standards for Factory Buildings" (GBJ 6-86) jointly by the China United Engineering Corporation and the design organizations concerned.

During the revision process of this Standard, the revision group researched the contents of the former standards, conducted extensive investigation focusing on single-story and multi-story steel industrial buildings, earnestly summarized practical experience, extensively solicited the comments of the organizations concerned nationwide, and finalized this Standard upon review.

This Standard comprises 5 chapters, with the main contents as follows: general provisions, terms and symbols, basic requirement, single-story industrial buildings and multi-story industrial buildings.

The main technical contents revised in this Standard this time are as follows:

1. The contents related to reinforced concrete industrial buildings in the former standard were revised comprehensively;

2. The contents related to common steel structures and light steel structures of single-story industrial buildings were added;

3. The contents related to common steel structures and light steel structures of multi-story industrial buildings were added.

The Ministry of Housing and Urban-Rural Development is in charge of the administration of this Standard; China Machinery Industry Federation is responsible for the daily administration hereof; China United Engineering Corporation is responsible for the explanation of specific technical contents. With a view to improving the quality of this Standard and making it adapt to the economic and technical development demands, all relevant organizations are kindly requested to sum up and accumulate your experiences in actual practices during the process of implementing this Standard. The relevant opinions and advice, whenever necessary, can be posted or passed on to the China United Engineering Corporation (Address: No. 338, Shiqiao Road, Hangzhou, 310022, Zhejiang; E-mail: youmx@chinacuc.com or jiangch@chinacuc.com) for future reference in revision.

Organization unit, chief development organization, participating development organizations, chief drafting staff and chief examiners of this Standard are as follows:

Organization unit: China Mechanical Industrial Exploration and Design Association

Chief development organization: China United Engineering Corporation

Participating development organizations: MI Ninth Design & Research Institute Co., Ltd.

MI Fifth Design & Research Institute Co., Ltd.

Beijing Industrial Designing and Researching Institute

Chief drafting staff: Jiang Chuanhong, You Mingxiu, Qian Shikai, Chai Ming, Wang Wei

Wang Fujie, Wang Xing, Bao Changbo, Xu Hui

Chief examiners: Wei Shenwu, Tan Zexian, Xiang Yuanming, Sun Ming, Xiao Bo

Zhang Zuoyun, Mao Jinwang, Fang Dapei, Wu Jing



Contents

1 General Provisions 1

2 Terms and Symbols 2

2.1 Terms 2

2.2 Symbols 2

3 Basic Requirement 3

4 Single-story Industrial Buildings 5

4.1 Span, Column Spacing and Height of Reinforced Concrete Industrial Buildings 5

4.2 Positioning of the Main Component of Reinforced Concrete Industrial Buildings 6

4.3 Span, Column Spacing and Height of Common Steel Industrial Buildings 12

4.4 Positioning of the Main Component of Common Steel Industrial Buildings 13

4.5 Size of the Main Component of Reinforced Concrete and Common Steel Industrial Buildings 19

4.6 Span, Column Spacing and Height of Light Steel Industrial Buildings 19

4.7 Positioning of the Main Component of Light Steel Industrial Buildings 19

4.8 Others 20

5 Multi-story Industrial Buildings 24

5.1 Span, Column Spacing and Story Height of Reinforced Concrete and Common Steel Industrial Buildings 24

5.2 Positioning and Size of the Main Component of Reinforced Concrete and Common Steel Industrial Buildings 26

5.3 Span, Column Spacing, Story Height and the Main Component Positioning of Light Steel Industrial Buildings 30

5.4 Others 30

Explanation of Wording in This Standard 32

List of Quoted Standards 33





1 General Provisions

1.0.1 This Standard is formulated with a view to making the geometric dimension of main components, accessories and assemblies in industrial buildings meet the building module, realizing standardization and seriation, and facilitating commercial process.

1.0.2 This Standard is applicable to the following conditions:

1 Design for fabricated or partially-fabricated reinforced concrete industrial buildings, steel industrial buildings and reinforced concrete and steel industrial buildings;

2 Size coordination among related professions in industrial buildings design;

3 Preparation of general design drawings for components and accessories of industrial buildings.

1.0.3 Uniform types of components and accessories should be adopted for the industrial buildings at the same site. Uniform types of components and accessories shall be adopted for the same industrial building.

1.0.4 Industrial buildings should be such designed as to be regular and simple in shape, with orthogonal axis.

1.0.5 During the design of industrial buildings, the building components and accessories for the same purposes shall be replaceable.

1.0.6 Industrial buildings design shall not only meet the requirements stipulated in this Standard, but also comply with those in the current relevant ones of the nation.



2 Terms and Symbols

2.1 Terms

2.1.1 Modular coordination

Size coordination achieved based on basic module or large module

2.1.2 Connecting size

The off-set value set between longitudinal positioning axis and outer edge of side column or high span upper column at high-low span of industrial building due to the technical requirements of upper column section, in order to make the upper column section coordinated with the minimum clearance distance with upper column required by such lifting equipment as bridge crane, beam crane or single-beam suspension crane to maintain normal operation

2.1.3 Inserting size

The distance between two positioning axes inserted along a certain span direction or column spacing direction of industrial buildings due to the technical requirements of upper column section or construction requirements such as deformation joint treatment

2.1.4 Modular size

The size meeting the requirements of modular array

2.1.5 Technical size

Minimum size values for section or thickness of building components and accessories, under optimal state of economy, satisfying the requirements of building functions and technologies

2.1.6 Coordinating size

The size meeting the requirements of modular array, for marking the vertical distance among building positioning axial surface, positioning surface or positioning axis and position line, and for marking the boundaries of building components and accessories, building assemblies, building products and related equipment

2.2 Symbols

M——Basic module, 100mm for 1M;

be——Width of deformation joint;

ac——Connecting size;

ai——Inserting size;

aop——Clearance size for hoisting wallboard;

an——Positioning size between component and positioning axis;

δ——Wall thickness;

b——Section width of components and accessories;

h——Section depth of components and accessories;

n——Multiple.



3 Basic Requirement

3.0.1 The base number for plane and vertical modular coordination of industrial buildings should be multi-module 3M.

3.0.2 Where the component section size of industrial buildings is less than or equal to 400 mm, the module should be graded as 1/2M; where it is greater than 400 mm, the module should be graded as 1M.

3.0.3 Single-axis should be adopted for the longitudinal and transverse positioning of industrial building components; dual-axis may be adopted if inserting size or connecting size is required.

3.0.4 Corresponding design elevation lines may be adopted as the position lines for vertical positioning of industrial building components.

3.0.5 As for the single-story reinforced concrete and common steel industrial buildings, the bent structure system with rigid-connected column base and hinged column top and roof truss or roof beam should be adopted; as for the single-story common steel industrial buildings, the frame structure system with rigid-connected column top and roof truss or roof beam may be adopted; as for the single-story light steel industrial buildings, the portal frame structure system with rigid-connected or hinged column base should be adopted.

3.0.6 As for the multi-story reinforced concrete and common steel industrial buildings, the frame structure system with transverse rigid connection and longitudinal hinged connection or rigid connection should be adopted at the joint of beam and column; as for the multi-story light steel industrial buildings, the frame structure system with transverse rigid connection or hinged connection and longitudinal hinged connection shall be adopted at the joint of beam and column.

3.0.7 As for the single-story reinforced concrete and common steel industrial buildings, the non-purlin structural systems laid with sheet materials should be adopted for the roofs; as for the single-story light steel industrial buildings, the purlin structural systems laid with metal sheets should be adopted for the roofs.

3.0.8 As for the multi-story reinforced concrete industrial buildings, the structural systems laid with sheet materials without secondary beam should be adopted for the roofs and floors; as for the multi-story common steel industrial buildings, the structural systems laid with sheet materials without secondary beam should be adopted for the roofs and floors; as for the multi-story light steel industrial buildings, the steel-bracing floor slabs should be adopted for the floors and the purlin structural systems laid with metal sheets should be adopted for the roofs.

3.0.9 The wall structures of industrial buildings shall be appropriate to their major structure types, and for which metal sheets and nonmetal sheets or light masonry materials whose sizes meet the module requirements should be selected.

3.0.10 Load values of industrial buildings shall meet the relevant requirements of the current national standard "Load Code for the Design of Building Structures" (GB 50009). Designed roof load and wind load values for industrial buildings should meet the following requirements:

1 Roof load design values of reinforced concrete industrial buildings and common steel industrial buildings may be 3.0, 3.5, 4.0, 4.5, 5.0, 5.5 or 6.0kN/m2;

2 Roof load design values of light steel industrial buildings may be 0.6, 1.0, 1.4, 1.8 or 2.3kN/m2;

3 Standard value of reference wind pressure should be adopted as wind load that is 0.35, 0.50, 0.70 or 0.90kN/m2.

3.0.11 Roof slopes of industrial buildings should be 1:5, 1:10, 1:15, 1:20 or 1:30.

1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 Basic Requirement
4 Single-story Industrial Buildings
4.1 Span, Column Spacing and Height of Reinforced Concrete Industrial Buildings
4.2 Positioning of the Main Component of Reinforced Concrete Industrial Buildings
4.3 Span, Column Spacing and Height of Common Steel Industrial Buildings
4.4 Positioning of the Main Component of Common Steel Industrial Buildings
4.5 Size of the Main Component of Reinforced Concrete and Common Steel Industrial Buildings
4.6 Span, Column Spacing and Height of Light Steel Industrial Buildings
4.7 Positioning of the Main Component of Light Steel Industrial Buildings
4.8 Others
5 Multi-story Industrial Buildings
5.1 Span, Column Spacing and Story Height of Reinforced Concrete and Common Steel Industrial Buildings
5.2 Positioning and Size of the Main Component of Reinforced Concrete and Common Steel Industrial Buildings
5.3 Span, Column Spacing, Story Height and the Main Component Positioning of Light Steel Industrial Buildings
5.4 Others
Explanation of Wording in This Standard
List of Quoted Standards

1 总 则
1.0.1 为使厂房建筑主要构配件、组合件的几何尺寸符合建筑模数，达到标准化和系列化，有利于工业化生产，制定本标准。
1.0.2 本标准适用于下列情况：
1 设计装配式或部分装配式的钢筋混凝土结构、钢结构及钢筋混凝土与钢的混合结构厂房；
2 厂房建筑设计中相关专业之间的尺寸协调；
3 编制厂房建筑构配件通用设计图集。
1.0.3 同一地点各厂房建筑所采用的构配件类型宜统一。同一厂房所采用的构配件类型应统一。
1.0.4 厂房的体形宜规则、简单、轴线正交。
1.0.5 厂房建筑设计时，用途相同的建筑构配件应具有可换性。
1.0.6 厂房建筑设计除应符合本标准外，尚应符合国家现行有关标准的规定。
2 术语和符号
2.1 术 语
2.1.1 模数协调 modular coordination
以基本模数或大模数为基础实现尺寸协调。
2.1.2 联系尺寸 connecting size
由于上柱截面的技术要求，为了使其与桥式、梁式起重机或单梁悬挂起重机等起重设备正常运行所需要的与上柱之间的最小净空距离的协调，边柱外缘或厂房高低跨处的高跨上柱外缘与纵向定位轴线之间所没置的偏移值。
2.1.3 插入距 inserting size
由于上柱截面的技术要求或因变形缝处理等构造需要，在厂房某个跨度方向或柱距方向插入的两条定位轴线间的距离。
2.1.4 模数化尺寸 modular size
符合模数数列规定的尺寸。
2.1.5 技术尺寸 technical size
符合建筑功能、工艺技术要求的建筑构配件的截面或厚度在经济上处于最优状态下的最小尺寸数值。
2.1.6 标志尺寸 coordinating size
符合模数数列的规定，用以标注建筑物定位轴面、定位面或定位轴线、定位线之间的垂直距离，以及建筑构配件、建筑组合件、建筑制品、有关设备界限之间的尺寸。
2.2 符 号
M——基本模数，1M为100mm；
be——变形缝宽度；
ac——联系尺寸；
ai——插入距；
aop——吊装墙板所需的净空尺寸；
an——构件与定位轴线之间的定位尺寸；
δ——墙体厚度；
b——构配件截面宽度；
h——构配件截面高度；
n——倍数。
3 基本规定
3.0.1 厂房建筑的平面和竖向协调模数的基数，宜取扩大模数3M。
3.0.2 厂房建筑构件截面尺寸小于或等于400mm时，宜按1/2M进级；大于400mm时，宜按1M进级。
3.0.3 厂房建筑构件的纵横向定位，宜采用单轴线；当需设置插入距或联系尺寸时，可采用双轴线。
3.0.4 厂房建筑构件的竖向定位，可采用相应的设计标高线作为定位线。
3.0.5 钢筋混凝土结构和普通钢结构的单层厂房，宜采用柱脚为刚接和柱顶与屋架或屋面梁为铰接的排架结构体系；普通钢结构单层厂房亦可采用柱顶与屋架、屋面梁为刚接的框架结构体系；轻型钢结构的单层厂房，宜采用柱脚为铰接或刚接的门式刚架结构体系。
3.0.6 钢筋混凝土结构和普通钢结构的多层厂房，梁与柱子的连接处，宜采用横向为刚接和纵向为铰接或刚接的框架结构体系；轻型钢结构的多层厂房，梁与柱子的连接处，应采用横向为刚接或铰接和纵向为铰接的框架结构体系。
3.0.7 钢筋混凝土结构和普通钢结构单层厂房的屋盖，宜采用以板材铺设的无檩条结构体系；轻塑钢结构的单层厂房的屋盖，宜采用以金属板材铺设的有檩条结构体系。
3.0.8 钢筋混凝土结构多层厂房的屋盖和楼盖，宜采用以板材铺设的无次梁结构体系；普通钢结构多层厂房的屋盖和楼盖，宜采用以板材铺设的无次梁结构体系；轻型钢结构的多层厂房的楼盖，宜采用钢承楼板，屋盖宜采用以金属板材铺设的有檩结构体系。
3.0.9 厂房建筑的墙体结构，宜选用其尺寸符合模数要求的金属板材和非金属板材或轻型砌体材料，并应与其主体结构形式相适应。
3.0.10 厂房建筑荷载的取值，应符合现行国家标准《建筑结构荷载规范》GB 50009的有关规定。厂房建筑设计的屋面荷载和风荷载取值宜符合下列规定：
1 钢筋混凝土厂房和普通钢结构厂房的屋面荷载设计值，可采用3.0、3.5、4.0、4.5、5.0、5.5、6.0kN/m2；
2 轻型钢结构厂房的屋面荷载设计值，可采用0.6、1.0、1.4、1.8、2.3kN/m2；
3 风荷载宜采用基本风压标准值为0.35、0.50、0.70、0.90kN/m2。
3.0.11 厂房建筑屋面坡度，宜采用1:5、1:10、1:15、1:20、1:30。
4 单层厂房
4.1 钢筋混凝土结构厂房的跨度、柱距和高度
4.1.1 钢筋混凝土结构厂房的跨度小于或等于18m时，应采用扩大模数30M数列；大于18m时，宜采用扩大模数60M数列(图4.1.1)。

≤18m
30M数列
＞18m
60M数列
≤18m 30M数列
＞18m 60M数列
60M数列 60M数列 60M数列 60M数列 60M数列 60M数列 60M数列
15M数列
15M数列
15M数列
15M数列
15M数列
图4.1.1 跨度和柱距示意图
4.1.2 钢筋混凝土结构厂房的柱距，应采用扩大模数60M数列（图4.1.1）。
4.1.3 钢筋混凝土结构厂房自室内地面至柱顶的高度，应采用扩大模数3M数列[图4.1.3(a)]。
有起重机的厂房，自室内地面至支承起重机梁的牛腿面的高度亦应采用扩大模数3M数列[图4.1.3(b)]；当自室内地面至支承起重机梁的牛腿面的高度大于7.2m时，宜采用扩大模数6M数列。
预制钢筋混凝土柱自室内地面至柱底面的高度，宜采用模数化尺寸。

(a) (b)
图4.1.3 高度示意图
柱顶标高
3M数列
室内地面标高
柱底标高
柱顶标高
3M数列
（＞7.2m宜用6M）
室内地面标高
柱底标高
牛腿面标高
3M数列
（＞7.2m宜用6M）
4.1.4 钢筋混凝土结构厂房山墙处抗风柱的柱距，宜采用扩大模数15M数列（图4.1.1）。
4.2 钢筋混凝土结构厂房主要构件的定位
4.2.1 钢筋混凝土结构厂房墙、柱与横向定位轴线的定位，应符合下列规定：
1 除变形缝处的柱和端部柱以外，柱的中心线应与横向定位轴线相重合；横向变形缝处柱应采用双柱及两条横向定位轴线，柱的中心线均应自定位轴线向两侧各移600mm，两条横向定位轴线间所需缝的宽度[图4.2.1(a)宜结合个体设计确定；
2 山墙内缘应与横向定位轴线相重合，且端部柱的中心线应自横向定位轴线向内移600mm[图4.2.1(b)]。

(a) (b)
图4.2.1 墙柱与横向定位轴线的定位
4.2.2 钢筋混凝土结构厂房墙、边柱与纵向定位轴线的定位，应符合下列规定：
1 边柱外缘和墙内缘宜与纵向定位轴线相重合[图4.2.2(a)]；
2 在有起重机梁的厂房中，当需满足起重机起重量、柱距或构造要求时，边柱外缘和纵向定位轴线间可加设联系尺寸[图4.2.2(b)]，联系尺寸应采用3M数列，但墙体结构为砌体时，联系尺寸可采用1/2M数列。

(a) (b)
图4.2.2 墙、边柱与纵向定位轴线的定位
4.2.3 钢筋混凝土结构厂房中柱与纵向定位轴线的定位，应符合下列规定：
1 等高厂房的中柱，宜设置单柱和一条纵向定位轴线，柱的中心线宜与纵向定位轴线相重合[图4.2.3-1(a)]；
2 等高厂房的中柱，当相邻跨内需设插入距时，中柱可采用单柱及两条纵向定位轴线，插入距应符合3M，柱中心线宜与插入距中心线相重合[图4.2.3-1(b)]；
3 高低跨处采用单柱时，高跨上柱外缘与封墙内缘宜与纵向定位轴线相重合[图4.2.3-2(a)]；
当上柱外缘与纵向定位轴线不能重合时，应采用两条纵向定位轴线，插入距应与联系尺寸相同[图4.2.3-2(b)]，也可等于墙体厚度[图4.2.3-2(c)]或等于墙体厚度加联系尺寸[图4.2.3-2(d)]；
4 当高低跨处采用双柱时，应采用两条纵向定位轴线，并应设插入距，柱与纵向定位轴线的定位可按边柱的有关规定确定(图4.2.3-3)。

(a) (b)
图4.2.3-1 等高跨处中柱与纵向定位轴线的定位

(a) (b) (c) (d)
图4.2.3-2 高低跨处中柱与纵向定位轴线的定位

(a) (b)

(c) (d)
图4.2.3-3 高低跨处双柱与纵向定位轴线的定位
4.2.4 钢筋混凝土结构厂房柱的竖向定位，应符合下列规定：
1 柱顶面应与柱顶标高相重合；
2 柱底面应与柱底标高相重合（图4.1.3）。
4.2.5 钢筋混凝土结构厂房起重机梁的定位，应符合下列规定：
1 起重机梁的纵向中心线与纵向定位轴线间的距离宜为750mm，亦可采用1000mm或500mm(图4.2.5)；
2 起重机梁的两端面标志尺寸应与横向定位轴线相重合；
3 起重机梁的两端底面应与柱子牛腿面标高相重合。

(a) (b)
图4.2.5 起重机梁与纵向定位轴线的定位
4.2.6 钢筋混凝土结构厂房屋架或屋面梁的定位，应符合下列规定：
1 屋架或屋面梁的纵向中心线应与横向定位轴线相重合；端部、变形缝处的屋架或屋面梁的纵向中心线应与柱中心线重合；
2 屋架或屋面梁的两端面标志尺寸应与纵向定位轴线相重合；
3 屋架或屋面梁的两端底面宜与柱顶标高相重合，当设有托架或托架梁时，其两端底面宜与托架或托架梁的顶面标高相重合。
4.2.7 钢筋混凝土结构厂房托架或托架梁的定位，应符合下列规定：
1 托架或托架梁的纵向中心线应与纵向定位轴线平行。在边柱处其纵向中心线应自纵向定位轴线向内移150mm[图4.2.7(a)]；在中柱处，其纵向中心线应与纵向定位轴线重合[图4.2.7(b)]；当中柱设置插入距时，其定位规定应与边柱处相同[图4.2.7(c)]；
2 托架或托架梁的两端面应与横向定位轴线相重合；
3 托架或托架梁的两端底面应与柱顶标高相重合。

图4.2.7 托架或托架梁与定位轴线的定位
4.2.8 钢筋混凝土结构厂房屋面板的定位，应符合下列规定：
1 每跨两边的第一块屋面板的纵向侧面标志尺寸宜与纵向定位轴线相重合；
2 屋面板的两端面标志尺寸应与横向定位轴线相重合。
4.2.9 钢筋混凝土结构厂房外墙墙板的定位，应符合下列规定：
1 外墙墙板的内缘宜与边柱或抗风柱外缘相重合；
2 外墙墙板的竖向定位及转角处的墙板处理宜结合个体设计确定。