標準編號:	GB/T 50006-2010
中文名稱:	廠房建筑模數協調標準
英文名稱:	Standard for modular coordination of factory buildings
中標分類:	P34    工業建筑工程
行業分類:	GB    國家標準
發布機構:	中華人民共和國建設部
發布日期:	2010-11-03
實施日期:	2011-10-1
標準狀態:	valid
替代舊標準:	GBJ 6-1986 廠房建筑模數協調標準
翻譯語言:	英文
文件格式:	PDF
中文字符數:	20,000 字
翻譯價格(元):	1120.0
交付時間:	付款后 1 個工作日

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 總 則 1.0.1 為使廠房建筑主要構配件、組合件的幾何尺寸符合建筑模數，達到標準化和系列化，有利于工業化生產，制定本標準。 1.0.2 本標準適用于下列情況： 1 設計裝配式或部分裝配式的鋼筋混凝土結構、鋼結構及鋼筋混凝土與鋼的混合結構廠房； 2 廠房建筑設計中相關專業之間的尺寸協調； 3 編制廠房建筑構配件通用設計圖集。 1.0.3 同一地點各廠房建筑所采用的構配件類型宜統一。同一廠房所采用的構配件類型應統一。 1.0.4 廠房的體形宜規則、簡單、軸線正交。 1.0.5 廠房建筑設計時，用途相同的建筑構配件應具有可換性。 1.0.6 廠房建筑設計除應符合本標準外，尚應符合國家現行有關標準的規定。 2 術語和符號 2.1 術 語 2.1.1 模數協調 modular coordination 以基本模數或大模數為基礎實現尺寸協調。 2.1.2 聯系尺寸 connecting size 由于上柱截面的技術要求，為了使其與橋式、梁式起重機或單梁懸掛起重機等起重設備正常運行所需要的與上柱之間的最小凈空距離的協調，邊柱外緣或廠房高低跨處的高跨上柱外緣與縱向定位軸線之間所沒置的偏移值。 2.1.3 插入距 inserting size 由于上柱截面的技術要求或因變形縫處理等構造需要，在廠房某個跨度方向或柱距方向插入的兩條定位軸線間的距離。 2.1.4 模數化尺寸 modular size 符合模數數列規定的尺寸。 2.1.5 技術尺寸 technical size 符合建筑功能、工藝技術要求的建筑構配件的截面或厚度在經濟上處于最優狀態下的最小尺寸數值。 2.1.6 標志尺寸 coordinating size 符合模數數列的規定，用以標注建筑物定位軸面、定位面或定位軸線、定位線之間的垂直距離，以及建筑構配件、建筑組合件、建筑制品、有關設備界限之間的尺寸。 2.2 符 號 M——基本模數，1M為100mm； be——變形縫寬度； ac——聯系尺寸； ai——插入距； aop——吊裝墻板所需的凈空尺寸； an——構件與定位軸線之間的定位尺寸； δ——墻體厚度； b——構配件截面寬度； h——構配件截面高度； n——倍數。 3 基本規定 3.0.1 廠房建筑的平面和豎向協調模數的基數，宜取擴大模數3M。 3.0.2 廠房建筑構件截面尺寸小于或等于400mm時，宜按1/2M進級；大于400mm時，宜按1M進級。 3.0.3 廠房建筑構件的縱橫向定位，宜采用單軸線；當需設置插入距或聯系尺寸時，可采用雙軸線。 3.0.4 廠房建筑構件的豎向定位，可采用相應的設計標高線作為定位線。 3.0.5 鋼筋混凝土結構和普通鋼結構的單層廠房，宜采用柱腳為剛接和柱頂與屋架或屋面梁為鉸接的排架結構體系；普通鋼結構單層廠房亦可采用柱頂與屋架、屋面梁為剛接的框架結構體系；輕型鋼結構的單層廠房，宜采用柱腳為鉸接或剛接的門式剛架結構體系。 3.0.6 鋼筋混凝土結構和普通鋼結構的多層廠房，梁與柱子的連接處，宜采用橫向為剛接和縱向為鉸接或剛接的框架結構體系；輕型鋼結構的多層廠房，梁與柱子的連接處，應采用橫向為剛接或鉸接和縱向為鉸接的框架結構體系。 3.0.7 鋼筋混凝土結構和普通鋼結構單層廠房的屋蓋，宜采用以板材鋪設的無檁條結構體系；輕塑鋼結構的單層廠房的屋蓋，宜采用以金屬板材鋪設的有檁條結構體系。 3.0.8 鋼筋混凝土結構多層廠房的屋蓋和樓蓋，宜采用以板材鋪設的無次梁結構體系；普通鋼結構多層廠房的屋蓋和樓蓋，宜采用以板材鋪設的無次梁結構體系；輕型鋼結構的多層廠房的樓蓋，宜采用鋼承樓板，屋蓋宜采用以金屬板材鋪設的有檁結構體系。 3.0.9 廠房建筑的墻體結構，宜選用其尺寸符合模數要求的金屬板材和非金屬板材或輕型砌體材料，并應與其主體結構形式相適應。 3.0.10 廠房建筑荷載的取值，應符合現行國家標準《建筑結構荷載規范》GB 50009的有關規定。廠房建筑設計的屋面荷載和風荷載取值宜符合下列規定： 1 鋼筋混凝土廠房和普通鋼結構廠房的屋面荷載設計值，可采用3.0、3.5、4.0、4.5、5.0、5.5、6.0kN/m2； 2 輕型鋼結構廠房的屋面荷載設計值，可采用0.6、1.0、1.4、1.8、2.3kN/m2； 3 風荷載宜采用基本風壓標準值為0.35、0.50、0.70、0.90kN/m2。 3.0.11 廠房建筑屋面坡度，宜采用1:5、1:10、1:15、1:20、1:30。 4 單層廠房 4.1 鋼筋混凝土結構廠房的跨度、柱距和高度 4.1.1 鋼筋混凝土結構廠房的跨度小于或等于18m時，應采用擴大模數30M數列；大于18m時，宜采用擴大模數60M數列(圖4.1.1)。 ≤18m 30M數列 ＞18m 60M數列 ≤18m 30M數列 ＞18m 60M數列 60M數列 60M數列 60M數列 60M數列 60M數列 60M數列 60M數列 15M數列 15M數列 15M數列 15M數列 15M數列 圖4.1.1 跨度和柱距示意圖 4.1.2 鋼筋混凝土結構廠房的柱距，應采用擴大模數60M數列（圖4.1.1）。 4.1.3 鋼筋混凝土結構廠房自室內地面至柱頂的高度，應采用擴大模數3M數列[圖4.1.3(a)]。 有起重機的廠房，自室內地面至支承起重機梁的牛腿面的高度亦應采用擴大模數3M數列[圖4.1.3(b)]；當自室內地面至支承起重機梁的牛腿面的高度大于7.2m時，宜采用擴大模數6M數列。 預制鋼筋混凝土柱自室內地面至柱底面的高度，宜采用模數化尺寸。 (a) (b) 圖4.1.3 高度示意圖 柱頂標高 3M數列 室內地面標高 柱底標高 柱頂標高 3M數列 （＞7.2m宜用6M） 室內地面標高 柱底標高 牛腿面標高 3M數列 （＞7.2m宜用6M） 4.1.4 鋼筋混凝土結構廠房山墻處抗風柱的柱距，宜采用擴大模數15M數列（圖4.1.1）。 4.2 鋼筋混凝土結構廠房主要構件的定位 4.2.1 鋼筋混凝土結構廠房墻、柱與橫向定位軸線的定位，應符合下列規定： 1 除變形縫處的柱和端部柱以外，柱的中心線應與橫向定位軸線相重合；橫向變形縫處柱應采用雙柱及兩條橫向定位軸線，柱的中心線均應自定位軸線向兩側各移600mm，兩條橫向定位軸線間所需縫的寬度[圖4.2.1(a)宜結合個體設計確定； 2 山墻內緣應與橫向定位軸線相重合，且端部柱的中心線應自橫向定位軸線向內移600mm[圖4.2.1(b)]。 (a) (b) 圖4.2.1 墻柱與橫向定位軸線的定位 4.2.2 鋼筋混凝土結構廠房墻、邊柱與縱向定位軸線的定位，應符合下列規定： 1 邊柱外緣和墻內緣宜與縱向定位軸線相重合[圖4.2.2(a)]； 2 在有起重機梁的廠房中，當需滿足起重機起重量、柱距或構造要求時，邊柱外緣和縱向定位軸線間可加設聯系尺寸[圖4.2.2(b)]，聯系尺寸應采用3M數列，但墻體結構為砌體時，聯系尺寸可采用1/2M數列。 (a) (b) 圖4.2.2 墻、邊柱與縱向定位軸線的定位 4.2.3 鋼筋混凝土結構廠房中柱與縱向定位軸線的定位，應符合下列規定： 1 等高廠房的中柱，宜設置單柱和一條縱向定位軸線，柱的中心線宜與縱向定位軸線相重合[圖4.2.3-1(a)]； 2 等高廠房的中柱，當相鄰跨內需設插入距時，中柱可采用單柱及兩條縱向定位軸線，插入距應符合3M，柱中心線宜與插入距中心線相重合[圖4.2.3-1(b)]； 3 高低跨處采用單柱時，高跨上柱外緣與封墻內緣宜與縱向定位軸線相重合[圖4.2.3-2(a)]； 當上柱外緣與縱向定位軸線不能重合時，應采用兩條縱向定位軸線，插入距應與聯系尺寸相同[圖4.2.3-2(b)]，也可等于墻體厚度[圖4.2.3-2(c)]或等于墻體厚度加聯系尺寸[圖4.2.3-2(d)]； 4 當高低跨處采用雙柱時，應采用兩條縱向定位軸線，并應設插入距，柱與縱向定位軸線的定位可按邊柱的有關規定確定(圖4.2.3-3)。 (a) (b) 圖4.2.3-1 等高跨處中柱與縱向定位軸線的定位 (a) (b) (c) (d) 圖4.2.3-2 高低跨處中柱與縱向定位軸線的定位 (a) (b) (c) (d) 圖4.2.3-3 高低跨處雙柱與縱向定位軸線的定位 4.2.4 鋼筋混凝土結構廠房柱的豎向定位，應符合下列規定： 1 柱頂面應與柱頂標高相重合； 2 柱底面應與柱底標高相重合（圖4.1.3）。 4.2.5 鋼筋混凝土結構廠房起重機梁的定位，應符合下列規定： 1 起重機梁的縱向中心線與縱向定位軸線間的距離宜為750mm，亦可采用1000mm或500mm(圖4.2.5)； 2 起重機梁的兩端面標志尺寸應與橫向定位軸線相重合； 3 起重機梁的兩端底面應與柱子牛腿面標高相重合。 (a) (b) 圖4.2.5 起重機梁與縱向定位軸線的定位 4.2.6 鋼筋混凝土結構廠房屋架或屋面梁的定位，應符合下列規定： 1 屋架或屋面梁的縱向中心線應與橫向定位軸線相重合；端部、變形縫處的屋架或屋面梁的縱向中心線應與柱中心線重合； 2 屋架或屋面梁的兩端面標志尺寸應與縱向定位軸線相重合； 3 屋架或屋面梁的兩端底面宜與柱頂標高相重合，當設有托架或托架梁時，其兩端底面宜與托架或托架梁的頂面標高相重合。 4.2.7 鋼筋混凝土結構廠房托架或托架梁的定位，應符合下列規定： 1 托架或托架梁的縱向中心線應與縱向定位軸線平行。在邊柱處其縱向中心線應自縱向定位軸線向內移150mm[圖4.2.7(a)]；在中柱處，其縱向中心線應與縱向定位軸線重合[圖4.2.7(b)]；當中柱設置插入距時，其定位規定應與邊柱處相同[圖4.2.7(c)]； 2 托架或托架梁的兩端面應與橫向定位軸線相重合； 3 托架或托架梁的兩端底面應與柱頂標高相重合。 圖4.2.7 托架或托架梁與定位軸線的定位 4.2.8 鋼筋混凝土結構廠房屋面板的定位，應符合下列規定： 1 每跨兩邊的第一塊屋面板的縱向側面標志尺寸宜與縱向定位軸線相重合； 2 屋面板的兩端面標志尺寸應與橫向定位軸線相重合。 4.2.9 鋼筋混凝土結構廠房外墻墻板的定位，應符合下列規定： 1 外墻墻板的內緣宜與邊柱或抗風柱外緣相重合； 2 外墻墻板的豎向定位及轉角處的墻板處理宜結合個體設計確定。