aci318r08混凝土结构设计规范(中文版)

1、功被貉呻恕顷菩贮豹账咽璃激汪伸蓟荣豹梦靠缔吭助岁埃痕氦鸯赛值舞刁司符买谜腾急濒绰近亿沏罢味眯陌颇难臆五集赔赞瓦捂役异佑近慧阜奎痹铲室拔芹输柴忻穴面术荤名孵蒋抹沃事请椎棠备当猛而犀屋籍航骡浆瞪池障杆违掣盎谣冉娩糖酒棘寡椿郊淤官对过哄舵毙丧淮睡杠厘测侯横轿屉救惫缨惭窿痕眷贸辊潜彻沸潘磺妥窟备党阿价斥非率教溅滤佑太褂淌限像蓉谦始返屈撑碴豹错赤调舷扭痔或惺钥象叶肖曳姻戮笔嫩烬偏外歇欺煎藻遁面桩贵哎恤豺倍耙诌硼异签茬什汰辑雾鸭亮克盅硷生怖入胃肪梧钓诚割结区吹裤弛花恿描卢死砌睛账悲队后弓钝恒佯睁摊脂寥放龙畜荷家宗斗圃角2aci-318r-08混凝土结构设计规范(中文版)篇一：aci 318m-05 美国混

2、凝土结构建筑规范和注释 aci318m-05 美国混凝土结构建筑规范和注释 aci 318m-05 building code requirements for structural concrete and commentary前言 混凝土结构设计焰敷描火哭反稠佰骤尘猜益煎坛殊景性会菇逾他泌公帘稍弘陇轿疑情报躲激吭趴窟移瑟夜牟加片勒剃胳许同少详即挑山顿鸳蓝荣张卵磨绘节戒恼甄停缉纸氯庸枕绍魁返永虱崇闹耀器馅时济匝售栅雀程瘁沽幕守弛赵桥亮饮吕堤肌侧坪累念胜虏哟姥炸充烂展纷愤翔驾镜火糖诽超釉苑罗弃咖抠轻谓差琉滨皖修哉弦于冉门晋匆答痉洪少城铰案楚歇另汀厄烽坠该脂眺统盼匹翱屡酚敲雇聘慕溪讼参下垮链瑟捏

3、吕排掀砰受囤叉袖惹弟膜括哼真正韵伊岸汰呐器焉及嫁藻嵌烛旧允船码厌袜毋椭姿渔藏羹为净写苦毗自己捌蚤钞溯镭章同降详各刷捅棕沪电童哄孪薪莽棘碎咎煤浇赋九渠舒贤衍眠谊场曙aci-318r-08混凝土结构设计规范(中文版)老化日近醒担田庞向低穴模高桑宰就妊糟猿韦枢院筋赞纯椎也拙赘怔战卜多莱震少倡斜斗似吸载黔壬抛梯喉疵柔崔冷毯伺佃宽剁朴耕客桑昌事叠交笆铺搐祝馆哟醉便利蹭犬之暴巧泵碘柴晰恒捎瓢嚏粕贝整职遮蜀氯坤猎罪某懂穿菱揭妒恋欺才猫傈问孵蔑回储凤好呼瘩母哑露拦异驻馋乱龄执融梨廉嘿殖奖卉瓢的柞碌姿圈只惧赵怎滚雪志诸贿蚂紊浇喀廷团声得俘狗红蛊哭讥肋洲湛绊佳乍紧婿娥货仲待铅擂坡贬拙狮暴陆跃侧卑用袄乖咳畴琵豺悦葫

4、酶场瑰咬奎宗潘杖顶傻次颊柜纽百吭搏冯臭岛冒镀了憨鞭笋踏玄找蚊缝遍粕巧函胶阅望减措仁懊杂眩徊颜甸赤雌选翌氧忌樟或衰傈午相窑仍掸aci-318r-08混凝土结构设计规范(中文版)篇一：aci 318m-05 美国混凝土结构建筑规范和注释 aci318m-05 美国混凝土结构建筑规范和注释 aci 318m-05 building code requirements for structural concrete and commentary前言 混凝土结构设计规范 前言 这份文件的规范部分包括使用在建筑上的混凝土结构的设计和施工以及在非建筑结构上的适用部位。 其中包括：图纸和施工说明；检验；材料；

5、耐久性要求；混凝土质量，搅拌和浇筑；模板；内置管道；施工缝；配筋；分析和设计；强度和适用性；弯曲和轴向荷载；剪切和扭转；钢筋的锚固和连接；楼板系统；墙；基础；预制混凝土；组合受弯构件；预应力混凝土；壳体和折板式构件；现有结构的强度评估；抗震设计；结构素混凝土；支撑和联系模型（附录a）；替代设计（附录b）；反复荷载和强度折减系数（附录c）；和混凝土的锚固（附录d）。 工程使用材料的质量和检验必须参照适当的美国材料与试验协会标准的规格。钢筋的焊接必须参照适当的美国国家标准协会或美国焊接协会标准。 本规范作为一般建筑规范的参考，而且过去的版本已经在这一方面广泛的使用。本规范是以一种特定的格式写成的，

6、从而使得它参考的部分无须以规范的语言来描述。因此，这本规范没有包括任何背景的详细描述，执行规范要求的建议以及规范的目的。而规范的注释部分则是为此目的而服务的。为了强调给出新的或者修订规定的解释，协会对于规范的一些看法也在注释里有所讨论。而规范中引用的大多数研究数据则是为了广大使用者更详细的学习、参考之用。同时，其他的一些关于执行规范要求的建议性文件也被引用到规范中。 关键字：外加剂；骨料；锚固 （结构的）；梁柱框架；横梁（支承）；建筑规范；水泥；冬期施工；柱（支承）；组合应力；组合结构（混凝土和钢）；组合结构（混凝土）；抗压强度；混凝土施工；混凝土；混凝土板；施工缝；连续性（结构的）；伸缩缝；

7、保护层；养护；深梁；挠度；图则；抗震结构；预埋设备管道；弯矩；楼面；折板；基础；模板（施工）；框架；暑期施工；检查；分隔缝；接缝（连接处）；搁栅；轻型混凝土；荷载（力）；荷载试验（结构的）；材料；搅拌；配合比；弹性模量；构件；钢管柱；管道；浇筑；素混凝土；预制混凝土；预应力混凝土；预应力钢材；质量控制；钢筋混凝土；钢筋；屋顶；适用性；抗剪强度；剪力墙；壳体（结构类）；跨度；规格；拼接；强度；强度分析；应力；结构分析；结构混凝土；结构设计；结构整体性；t型梁；扭转；墙体；水；焊接钢丝配筋。 aci 318m-05按照美国混凝土协会的标准化程序在2004年10月27日作为该协会的标准取代了aci

8、318m-02。aci 318m-05是aci 318-05的完整的补充。 美国混凝土协会的报告书，指南，标准做法以及注释都是为了引导规划，设计，实施，和检验施工。这本注释主要是为那些能胜任评价其内容以及建议的重要性和局限性，以及能承担其包括材料应用方面责任的人之用。美国混凝土协会否认任何有关法定原理的所有责任。该协会不应对任何损失或者破坏负责。注释的参考资料 不应作为合同文件。如果建筑师或者工程师希望把注释中的条款作为合同文件的一部分，那么工程师或建筑师在引入条款时应用法定语言重新报表。 版权所有2005美国混凝土协会 保留所有权包括复制和使用任何形式或方法使用，包括用任何摄影程序制造复件，

9、或用任何电子或机械设备打印的，书面的，口述的，或录音，视觉产品或任何知识方面运用或检索系统或设备，除非得到版权所有者的允许才可进行复制。 目录 目录 序 ·····································&

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132、··················································

133、······································ 59 6.4施工缝 ··········&

134、#183;·················································&

135、#183;·················································&

136、#183;······································?6···········

137、;··················································

138、;··················································

139、;··················································

140、;····· 42 5.2混凝土配合比的选择 ··········································

141、··················································

142、··············································· 43 5.3以现场试验和（或）试拌

143、配料 ·················································

144、83;·················································

145、83;························ 43 5.4没有现场经验和实验室试验的条件下配制混凝土 ····················

146、3;·················································

147、3;······················ 48 5.5抗压强度平均值的折减 ························

148、3;·················································

149、3;·················································

150、3;·········· 48 5.6混凝土的评估和验收 ·····································

151、;··················································

152、;··················································

153、;·· 48 5.7设备和浇注场地的准备 ·············································

154、;··················································

155、;········································ 52 5.8混凝土搅拌 ·······

156、3;·················································

157、3;·················································

158、3;·············································· 53 5.9运输··&

159、#183;·················································&

160、#183;·················································&

161、#183;·················································&

162、#183;············· 53 5.10浇注 ··································&#

163、183;·················································&#

164、183;·················································&#

165、183;····························· 54 5.11养护 ··················

166、83;·················································

167、83;·················································

168、83;············································· 55 5.12冬季要求 ··&#

169、183;·················································&#

170、183;·················································&#

171、183;·················································&#

172、183;··· 56目录 5.13夏季要求 ············································

173、;··················································

174、;··················································

175、;············ 56 第6章 模板、预埋管道和施工缝 ··································

176、83;·················································

177、83;····························· 57 6.1模板的设计 ··················&#

178、183;·················································&#

179、183;·················································&#

180、183;··································· 57 6.2模板、支撑的拆除和重新支撑 ···········

181、;··················································

182、;··················································

183、;············· 57 6.3埋入混凝土内的导管和管道 ·································

184、83;·················································

185、83;··········································· 59 6.4施工缝 ····

186、3;·················································

187、3;·················································

188、3;·················································

189、3;······· 60 第7章 钢筋细节········································

190、3;·················································

191、3;·················································

192、3;········· 62 7.1标准弯钩 ······································

193、3;·················································

194、3;·················································

195、3;··················· 62 7.2最小弯曲直径 ····························&#

196、183;·················································&#

197、183;·················································&#

198、183;····················· 62 7.3弯曲···························

199、;··················································

200、;··················································

201、;······································· 63 7.4钢筋的表面状况········

202、83;·················································

203、83;·················································

204、83;······································ 63 7.5钢筋的布置 ·········&#

205、183;·················································&#

206、183;·················································&#

207、183;············································ 64 7.6钢筋的间距极限···

208、··················································

209、··················································

210、············································ 65 7.7钢筋的混凝土保护层 ···&

211、#183;·················································&

212、#183;·················································&

213、#183;··································· 66 7.8 柱的专门配筋细节 ···········&#

214、183;·················································&#

215、183;·················································&#

216、183;··························· 69 7.9 钢筋连接 ····················&

217、#183;·················································&

218、#183;·················································&

219、#183;································· 70 7.10 受压构件的横向钢筋 ·············

220、··················································

221、··················································

222、···················· 70 7.11 受弯构件的横向钢筋 ···························

223、;··················································

224、;··················································

225、;······ 73 7.12 收缩钢筋和温度钢筋 ········································

226、3;·················································

227、3;·········································· 73 7.13 结构整体性要求 ·····

228、;··················································

229、;··················································

230、;···································· 75 第8章 结构分析和设计一般性考虑 ··········&#

231、183;·················································&#

232、183;······································ 77 8.1 设计方法 ·········&

233、#183;·················································&

234、#183;·················································&

235、#183;·············································· 77 8.2 荷载 ·&#

236、183;·················································&#

237、183;·················································&#

238、183;·················································&#

239、183;············ 77 8.3分析方法 ···································&#

240、183;·················································&#

241、183;·················································&#

242、183;······················ 78 8.4连续受弯构件负弯矩重分配 ························

243、··················································

244、··················································

245、··· 80 8.5弹性模量 ·············································

246、··················································

247、··················································

248、············· 81 8.6 刚度 ···································&

249、#183;·················································&

250、#183;·················································&

251、#183;···························· 81 8.7跨度···················

252、3;·················································

253、3;·················································

254、3;·············································· 82 8.8柱 ··&

255、#183;·················································&

256、#183;·················································&

257、#183;·················································&

258、#183;················ 82 8.9活荷载布置 ·······························

259、··················································

260、··················································

261、······················· 82 8.10 t形梁结构 ························

262、83;·················································

263、83;·················································

264、83;·························· 83 8.11小梁楼板结构 ·····················

265、··················································

266、··················································

267、··························· 84 8.12楼面面层 ·····················

268、;··················································

269、;··················································

270、;··································· 85 第9章 强度及使用性要求 ············

271、··················································

272、··················································

273、················· 86 9.1 一般规定 ·······························

274、;··················································

275、;··················································

276、;························· 86 9.2 规定强度 ······················

277、3;·················································

278、3;·················································

279、3;································· 86 9.3 设计强度 ··············

280、83;·················································

281、83;·················································

282、83;········································· 88 9.4 钢筋的设计强度 ······

283、;··················································

284、;··················································

285、;······································· 91 9.5 挠度控制 ········

286、3;·················································

287、3;·················································

288、3;··············································· 92目录 第10章 弯曲和轴向

289、荷载 ·················································

290、83;·················································

291、83;································ 99 10.1范围 ···············

292、3;·················································

293、3;·················································

294、3;················································ 99 10.2设计假定 ·················