ACI_INTERNATIONAL_(ACI)._ACI_211.1.--美国混凝土配合比规范.pdfVIP

USACE NAVFAC AFCESA UFGS 03330 March 2005 Preparing Activity USACE Superseding UFGS 03330 August 2004 UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with UMRL dated 22 December 2004 Latest change indicated by CHG tags SECTION TABLE OF CONTENTS DIVISION 03 CONCRETE SECTION 03330 CAST IN PLACE ARCHITECTURAL CONCRETE 03 05 PART 1 GENERAL 1 1 REFERENCES 1 2 SUBMITTALS 1 3 GENERAL REQUIREMENTS 1 3 1 Design Requirements 1 3 1 1 Concrete Mix 1 3 1 2 Formwork Design 1 3 2 Detail Drawings 1 3 3 Panels PART 2 PRODUCTS 2 1 MATERIALS 2 1 1 Aggregates 2 1 2 Reinforcing Steel 2 1 3 Tie Wire 2 1 4 Plates Angles Anchors and Embedments 2 1 5 Formwork 2 1 6 Form Release Agents 2 1 7 Surface Sealer PART 3 EXECUTION 3 1 FORMWORK ERECTION 3 2 CONCRETE FINISHES 3 3 JOINT SEALING 3 4 CLEANING 3 5 SURFACE SEALING 3 6 PROTECTION OF WORK 3 7 DEFECTIVE WORK End of Section Table of Contents SECTION 03330 Page 1 2005年3月 统一设施指导规范 起草人 美国陆军工兵部队 2004年8月 替代 目录部分内容 第3部分 混凝土 03330章节 最新的变化见CHG标签 现浇建筑混凝土 第1部分 综述 参考文件 提交 总的要求 设计要求 模板设计 详细设计 墙板 第2部分 产品 材料 骨料 钢筋 绑扎铁丝 钢板 角钢 锚固和埋件 模板 模板隔离剂 表面密封剂 第3部分 执行 模板安装 混凝土表面光洁度 接头密封 清理 表面密封 保护工作 针对缺陷的处理工作 目录内容的结束部分 参考文件符合2004年12月22日统一总参考清单的规范 混凝土配合比 美国陆军工兵部队 海军设施工程控制 空军土建工程师支持机构 USACE NAVFAC AFCESA UFGS 03330 March 2005 Preparing Activity USACE Superseding UFGS 03330 August 2004 UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with UMRL dated 22 December 2004 Latest change indicated by CHG tags SECTION 03330 CAST IN PLACE ARCHITECTURAL CONCRETE 03 05 NOTE This guide specification covers the requirements for cast in place architectural concrete Comments and suggestions on this guide specification are welcome and should be directed to the technical proponent of the specification A listing of technical proponents including their organization designation and telephone number is on the Internet Recommended changes to a UFGS should be submitted as a Criteria Change Request CCR Use of electronic communication is encouraged Brackets are used in the text to indicate designer choices or locations where text must be supplied by the designer PART 1 GENERAL 1 1 REFERENCES NOTE Issue date of references included in project specifications need not be more current than provided by the latest guide specification Use of SpecsIntact automated reference checking is recommended for projects based on older guide specifications The publications listed below form a part of this specification to the extent referenced The publications are referred to within the text by the basic designation only SECTION 03330 Page 2 现浇建筑混凝土 03330章节 起草人 美国陆军工兵部队 统一设施指导规范 最新的变化见CHG标签 备注 此指导规范包含了现浇建筑混凝土的要求 第1部分 综述 参考文件 以下列出的出版物是本规范参考的一部分 这些出版物仅用来作为基础设计参考的文本 参考文件符合2004年12月22日统一总参考清单的规范 2005年3月 替代 2004年8月 备注 包含在项目规范中的参考文件的出版 日期 应提供最新的指导规范 欢迎对此指导规范发表评论和 提供建议 此规范的技术倡议人 将对此进行指导 技术倡议人 的名单 包括他们的组织名称 电话号码都在英特网上 如果推荐对此统一设施指导规范进行更改 则应提交 一份标准更改申请 鼓励采用电子通讯交流 此文本中采用的括号表示供设计者的选择或者文本中有括号的位置表示必须 由设计者进行提供 采用规格完整的自动化的参考文件的检查应推荐在采用旧的指导规范基础上进行 美国陆军工兵部队 海军设施工程控制 空军土建工程师支持机构 ACI INTERNATIONAL ACI ACI 211 1 1991 R 2002 Standard Practice for Selecting Proportions for Normal Heavyweight and Mass Concrete ACI 211 2 1998 Standard Practice for Selecting Proportions for Structural Lightweight Concrete ACI 301 1999 Specifications for Structural Concrete for Buildings ACI 318 318R 2002 Building Code Requirements for Structural Concrete and Commentary ACI 318M 318RM 2002 Metric Building Code Requirements for Structural Concrete and Commentary ACI 347R 2003 Guide to Formwork for Concrete ACI SP 66 2004 ACI Detailing Manual ASTM INTERNATIONAL ASTM ASTM A 36 A 36M 2004 Carbon Structural Steel 1 2 SUBMITTALS NOTE Submittals must be limited to those necessary for adequate quality control The importance of an item in the project should be one of the primary factors in determining if a submittal for the item should be required A G following a submittal item indicates that the submittal requires Government approval Some submittals are already marked with a G Only delete an existing G if the submittal item is not complex and can be reviewed through the Contractor s Quality Control system Only add a G if the submittal is sufficiently important or complex in context of the project For submittals requiring Government approval on Army projects a code of up to three characters within the submittal tags may be used following the G designation to indicate the approving authority Codes for Army projects using the Resident Management System RMS are AE for Architect Engineer DO for District Office Engineering Division or other organization in the District Office AO for Area Office RO for Resident Office and PO for Project Office Codes following the G typically are not used for Navy projects Submittal items not designated with a G are SECTION 03330 Page 3 美国混凝土学会 美国混凝土学会 ACI 211 1规范 美国混凝土学会 ACI 211 2规范 普通混凝土 重混凝土和大体积混凝土选择比例的标准规程 1991 2000修订 美国混凝土学会 ACI 301规范 结构轻质混凝土选择比例的标准规程 1998 建筑结构混凝土规范 1999 美国混凝土学会 ACI 318 318R规范 美国混凝土学会 ACI 318M 318RM规范 美国混凝土学会 ACI 347R规范 美国混凝土学会 ACI SP 66规范 建筑结构混凝土的规程要求和评注 2002 计量建筑结构混凝土的规程要求和评注 2002 混凝土模板工程的指导 2003 美国混凝土学会 ACI的详细手册 2004 美国试验材料学会ASTM 美国试验材料学会ASTM A 36 A 36 M 提交 碳结构钢 2004 备注 需要提交的文件必须保证 正确的质量控制 在项目中一个 款项的重要性应在要求提交的 款项中作为一个主要考虑的因素 以下一个有G标识的提交项目表示 提交的文件需要政府的批准 一些 提交的文件已经标有G的标识 如果 提交的款项不是很复杂或者能通过 承包商的质量控制体系的审核 则 可以删除已经存在的G的标识 只有 在提交的文件是非常重要或者项目 文本非常复杂时 才能增加G标识 对于提交给政府审批的关于陆军项目 的文件 在提交符号达到3个特征时 可能会采用以下G标识来标示批准的 官方部门 对于陆军工程的居住管理 系统 RMS 的代码是 AE代码是指 建筑工程师 DO是行政区办公室 工程部或其他在行政区的组织 AO指地区办事处 RO指常驻办事机 构 PO指项目办公区 海军项目不 使用典型的G代码 不使用G标识的提交款项将被认为是陆军 项目中的仅从参考的涵义以及在海军项目中 是被承包商质量控制批准的 considered as being for information only for Army projects and for Contractor Quality Control approval for Navy projects SD 04 The materials used in architectural concrete vary from one project to another For most projects samples for all materials are not required A list of suggested samples is given below Form Ties Form Liners Cement Colors Coarse Aggregates Reinforcing Chairs Sample panels should not be required for small projects Government approval is required for submittals with a G designation submittals not having a G designation are for Contractor Quality Control approval information only When used a designation following the G designation identifies the office that will review the submittal for the Government The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES SD 02 Shop Drawings Detail Drawings Detail drawings as specified SD 04 Samples Materials Panels Materials listed below which shall indicate sizes shapes finishes color and pertinent accessories Sample panels as specified 1 3 GENERAL REQUIREMENTS All materials procedures and requirements specified in Section 03300A CAST IN PLACE STRUCTURAL CONCRETE shall fully apply to cast in place architectural concrete except as otherwise specified 1 3 1 Design Requirements 1 3 1 1 Concrete Mix NOTE If it is determined that the concrete mix requires plasticizers the requirements will be added in this paragraph Slumps for plasticized concrete may range as high as 250 mm 10 inches SECTION 03330 Page 4 政府批准的文件要求提交的时候递交一个G的提示名称 如果提交的文件没有G的 提示名称 则由 承包商质量控制部门批准 仅供参考 当使用时 带有G提示名称的将递交给政府审核 以下文件的提交应符合 01330章节的递交程序 SD 02 工厂施工图纸 详图 规定的详图 SD 04 样品 材料 墙板 规定的墙板样品 以下列出的材料应标示出尺寸大小 形状 成品 颜色和相关配件 总的要求 除非另有规定 在03300A章节现浇结构混凝土中规定的所有的材料 程序和要求应完全适用于现浇建筑结构 设计要求 混凝土的配合比 备注 如果决定混凝土的配合中要用塑化剂 则此要求应增加在此段落中 含有塑化剂的混凝土的 坍落度的范围可能高达250mm 10英寸 SD 04 在每个项目的建筑混凝土中采用的 材料是有变化的 对大多数项目而言 不要求 所有材料提供样品 以下给出的是建议要求 提供的样品清单 模板拉杆 模板衬垫 水泥颜色 粗骨料 钢筋马凳 墙板样品 小项目则不需要 The concrete mix shall be designed in accordance with ACI 211 1 and ACI 211 2 The mix design shall include consideration of the finishes required 1 3 1 2 Formwork Design Formwork design shall conform to ACI 301 and ACI 347R 1 3 2 Detail Drawings The Contractor shall submit detail drawings conforming to ACI SP 66 and ACI 318M 318RM ACI 318 318R Detail drawings shall show location of cast in place elements in the work building elevations formwork fabrication details reinforcements embedments dimensions concrete strength interface with adjacent materials and special placing instructions in sufficient detail to cover fabrication placement stripping and finishing 1 3 3 Panels Sample panels shall be located as directed shall be 1 8 m 6 feet long and 1 2 m 4 feet high with the thickness to match building conditions for each type of architectural concrete and finish Panel forms shall include a typical joint between form panels form tie conditions and finishes Panels shall be protected from weather and other damage until acceptance of work Sample panels shall be used as job standards throughout construction PART 2 PRODUCTS 2 1 MATERIALS 2 1 1 Aggregates NOTE If a specific type or size of aggregate is required for a desired finish whether it be for a facing mix or the entire thickness the additional requirements will be added in this paragraph Aggregates shall conform to 2 1 2 Reinforcing Steel Reinforcing steel shall be galvanized if clearance to an exterior face is 25 mm 1 inch or less 2 1 3 Tie Wire Tie wire shall be soft monel or 18 8 stainless steel 2 1 4 Plates Angles Anchors and Embedments Plates angles anchors and embedments shall conform to ASTM A 36 A 36M and shall be prime painted with inorganic zinc primer 2 1 5 Formwork Formwork for special effects shall be as approved SECTION 03330 Page 5 混凝土配比的设计应符合ACI 211 1和ACI 211 2规范 配合比的设计应包括要求的光洁度的考虑 模板设计 模板设计应符合ACI 301和ACI 347R规范 详细设计 承包商应提交符合ACI SP 66和ACI 318 RM 318RM ACI 318 318R的详细设计图纸 在详细的设计中应显示现浇混凝土部件的位置 建筑物标高 模板预制的详情 钢筋 埋件 尺寸 混凝土强度 相邻材料的界面 以及特殊布置的说明 应包括涵盖预制 布置 拆模和最后修整的详情 墙板 墙板样本的定位应为有向直线 应为1 8米6英尺长和1 2米4英尺高 其厚度应匹配每种建筑混凝土和 材料 骨料 光洁度要求的情况 墙板的形式应包括形成墙板 连接和成品的一个典型的接头 应保护墙板免受天气和其它的损坏直到验收工作结束 为止 墙板的样本应作为整个施工过程中的工作标准 第2部分 产品 备注 如果是要达到一个预期的光洁度而要求一种特殊的骨料类型或者骨料尺寸 不管其是否作为饰面的配比或者整个 厚度 这个额外的要求应增加在此段落中 骨料应符合 钢筋 如果到表面的净空间隙小于等于25mm即1英寸 则钢筋应需要进行镀锌 绑扎铁丝 绑扎铁丝应是柔软的镍合金或者18 8不锈钢丝 钢板 角钢 锚固和埋件 钢板 角钢 锚固和埋件应符合ASTM A36 A 36M规范 其底面应涂上无机锌底漆 模板 模板应符合批准的特殊作用 2 1 6 Form Release Agents Form release agents shall be manufacturer s standard nonstaining nonpetroleum based compatible with surface sealer finish coating 2 1 7 Surface Sealer Surface sealer shall be methyl methacrylate polymer acrylic emulsion clear color PART 3 EXECUTION 3 1 FORMWORK ERECTION Formwork shall be erected in accordance with the detail drawings to ensure that the finished concrete members conform accurately to the indicated dimensions lines elevations and finishes Deflection shall not exceed 1 360th of each component span or distance between adjacent supports Deflections and tolerance shall not be cumulative Form lines shall be installed as necessary to provide the required finish Forms shall be coated with form release agents before reinforcement is placed Formwork shall conform to ACI 301 and ACI 347R 3 2 CONCRETE FINISHES NOTE The types of possible finishes for concrete faces are virtually limitless The requirements for the project will be specified in this paragraph Concrete finishes shall conform to the approved finishes Finishing shall be accomplished at the time of concrete placement or immediately after formwork removal as follows a Smooth finish 1 As cast using flat smooth nonporous forms 2 As cast using fluted sculptured board finish or textured form liners b Textured finish 1 Textured form liners applied to inside of forms 2 Distress finish by breaking off portion of face of raised portion of unit c Exposed aggregate finish 1 Finish obtained by applying even coat of retardant to face of form removing forms after concrete hardens and exposing coarse aggregate to a depth of mm inches by washing and brushing or lightly sandblasting away surface mortar 2 Finish obtained by treating surface of unit with brushes which have been immersed in acid solution Cast in place concrete elements which are to have a finish other than the surface produced from standard formwork shall be accomplished by using the following procedures 3 3 JOINT SEALING Joint sealing shall be as specified in Section 07920 JOINT SEALANTS SECTION 03330 Page 6 模板隔离剂 模板隔离剂应符合制造商的标准 应为无污染的 非石油基质的 可以与表面隔离剂的涂层相兼容 表面密封剂 表面密封剂应为清色的甲基 甲基丙烯酸酯聚合物 丙烯酸乳液 第3部分 执行 模板安装 模板的安装应符合详图 以确保完工的混凝土构件能精确地符合 要求的尺寸 直线 标高和光洁度 模板安装的偏差应不超过每个构件跨距的1 360或者是相邻支撑之间的距离 偏差和误差应不进行 累计 模板安装的线条应符合要求提供的成品要求 在安装钢筋之前 模板的表面应涂上隔离剂 模板应符合ACI 301和ACI 347R要求 3 2 混凝土表面光洁度 备注 混凝土表面的光洁度可能是没有限制的 具体项目的要求应在此段落中进行规定 混凝土表面光洁度应符合批准的光洁度要求 光洁度应在混凝土浇筑的时间或者 在模板拆除之后达到以下要求 a 光面修整 1 浇筑中使用无孔扁平的模板 2 在浇筑中使用有凹槽的 刻纹的板面饰纹或者形成衬里质纹 接头密封 接头密封应符合07920章节中接头密封的规定 对于有光洁度要求的现浇混凝土的构件与标准模板的表面光洁度不同 其应采用以下程序进行操作 c 外露的骨料光洁度 1 表面通过采用阻化剂达到光洁度要求的 在 b 纹理表面 1 形成衬里质纹的适用于内部的形式 2 使表面部分破损或者 凸起的单元部分 混凝土硬化后 应将其移除 外露的粗骨料的深度达 mm 应进行冲洗或者刷洗或者采用喷砂去除其表面砂浆 2 对于采用刷洗其单 元表面而达到