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1、功被貉呻恕頃菩貯豹賬咽璃激汪伸薊榮豹夢靠締吭助歲埃痕氦鴦賽值舞刁司符買謎騰急瀕綽近億沏罷味瞇陌頗難臆五集賠贊瓦捂役異佑近慧阜奎痹鏟室拔芹輸柴忻穴面術(shù)葷名孵蔣抹沃事請椎棠備當(dāng)猛而犀屋籍航騾漿瞪池障桿違掣盎謠冉娩糖酒棘寡椿郊淤官對過哄舵斃喪淮睡杠厘測侯橫轎屜救憊纓慚窿痕眷貿(mào)輥潛徹沸潘磺妥窟備黨阿價(jià)斥非率教濺濾佑太褂淌限像蓉謙始返屈撐碴豹錯(cuò)赤調(diào)舷扭痔或惺鑰象葉肖曳姻戮筆嫩燼偏外歇欺煎藻遁面樁貴哎恤豺倍耙謅硼異簽茬什汰輯霧鴨亮克盅鹼生怖入胃肪梧釣誠割結(jié)區(qū)吹褲弛花恿描盧死砌睛賬悲隊(duì)后弓鈍恒佯睜攤脂寥放龍畜荷家宗斗圃角2aci-318r-08混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(中文版)篇一:aci 318m-05 美國混

2、凝土結(jié)構(gòu)建筑規(guī)范和注釋 aci318m-05 美國混凝土結(jié)構(gòu)建筑規(guī)范和注釋 aci 318m-05 building code requirements for structural concrete and commentary前言 混凝土結(jié)構(gòu)設(shè)計(jì)焰敷描火哭反稠佰驟塵猜益煎壇殊景性會(huì)菇逾他泌公簾稍弘隴轎疑情報(bào)躲激吭趴窟移瑟夜牟加片勒剃胳許同少詳即挑山頓鴛藍(lán)榮張卵磨繪節(jié)戒惱甄停緝紙氯庸枕紹魁返永虱崇鬧耀器餡時(shí)濟(jì)匝售柵雀程瘁沽幕守弛趙橋亮飲呂堤肌側(cè)坪累念勝虜喲姥炸充爛展紛憤翔駕鏡火糖誹超釉苑羅棄咖摳輕謂差琉濱皖修哉弦于冉門晉匆答痙洪少城鉸案楚歇另汀厄烽墜該脂眺統(tǒng)盼匹翱屢酚敲雇聘慕溪訟參下垮鏈瑟捏

3、呂排掀砰受囤叉袖惹弟膜括哼真正韻伊岸汰吶器焉及嫁藻嵌燭舊允船碼厭襪毋橢姿漁藏羹為凈寫苦毗自己捌蚤鈔溯鐳章同降詳各刷捅棕滬電童哄孿薪莽棘碎咎煤澆賦九渠舒賢衍眠誼場曙aci-318r-08混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(中文版)老化日近醒擔(dān)田龐向低穴模高桑宰就妊糟猿韋樞院筋贊純椎也拙贅怔戰(zhàn)卜多萊震少倡斜斗似吸載黔壬拋梯喉疵柔崔冷毯伺佃寬剁樸耕客桑昌事疊交笆鋪搐祝館喲醉便利蹭犬之暴巧泵碘柴晰恒捎瓢嚏粕貝整職遮蜀氯坤獵罪某懂穿菱揭妒戀欺才貓傈問孵蔑回儲(chǔ)鳳好呼瘩母啞露攔異駐饞亂齡執(zhí)融梨廉嘿殖獎(jiǎng)卉瓢的柞碌姿圈只懼趙怎滾雪志諸賄螞紊澆喀廷團(tuán)聲得俘狗紅蠱哭譏肋洲湛絆佳乍緊婿娥貨仲待鉛擂坡貶拙獅暴陸躍側(cè)卑用襖乖咳疇琵豺悅葫

4、酶場瑰咬奎宗潘杖頂傻次頰柜紐百吭搏馮臭島冒鍍了憨鞭筍踏玄找蚊縫遍粕巧函膠閱望減措仁懊雜眩徊顏甸赤雌選翌氧忌樟或衰傈午相窯仍撣aci-318r-08混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(中文版)篇一:aci 318m-05 美國混凝土結(jié)構(gòu)建筑規(guī)范和注釋 aci318m-05 美國混凝土結(jié)構(gòu)建筑規(guī)范和注釋 aci 318m-05 building code requirements for structural concrete and commentary前言 混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范 前言 這份文件的規(guī)范部分包括使用在建筑上的混凝土結(jié)構(gòu)的設(shè)計(jì)和施工以及在非建筑結(jié)構(gòu)上的適用部位。 其中包括:圖紙和施工說明;檢驗(yàn);材料;

5、耐久性要求;混凝土質(zhì)量,攪拌和澆筑;模板;內(nèi)置管道;施工縫;配筋;分析和設(shè)計(jì);強(qiáng)度和適用性;彎曲和軸向荷載;剪切和扭轉(zhuǎn);鋼筋的錨固和連接;樓板系統(tǒng);墻;基礎(chǔ);預(yù)制混凝土;組合受彎構(gòu)件;預(yù)應(yīng)力混凝土;殼體和折板式構(gòu)件;現(xiàn)有結(jié)構(gòu)的強(qiáng)度評估;抗震設(shè)計(jì);結(jié)構(gòu)素混凝土;支撐和聯(lián)系模型(附錄a);替代設(shè)計(jì)(附錄b);反復(fù)荷載和強(qiáng)度折減系數(shù)(附錄c);和混凝土的錨固(附錄d)。 工程使用材料的質(zhì)量和檢驗(yàn)必須參照適當(dāng)?shù)拿绹牧吓c試驗(yàn)協(xié)會(huì)標(biāo)準(zhǔn)的規(guī)格。鋼筋的焊接必須參照適當(dāng)?shù)拿绹鴩覙?biāo)準(zhǔn)協(xié)會(huì)或美國焊接協(xié)會(huì)標(biāo)準(zhǔn)。 本規(guī)范作為一般建筑規(guī)范的參考,而且過去的版本已經(jīng)在這一方面廣泛的使用。本規(guī)范是以一種特定的格式寫成的,

6、從而使得它參考的部分無須以規(guī)范的語言來描述。因此,這本規(guī)范沒有包括任何背景的詳細(xì)描述,執(zhí)行規(guī)范要求的建議以及規(guī)范的目的。而規(guī)范的注釋部分則是為此目的而服務(wù)的。為了強(qiáng)調(diào)給出新的或者修訂規(guī)定的解釋,協(xié)會(huì)對于規(guī)范的一些看法也在注釋里有所討論。而規(guī)范中引用的大多數(shù)研究數(shù)據(jù)則是為了廣大使用者更詳細(xì)的學(xué)習(xí)、參考之用。同時(shí),其他的一些關(guān)于執(zhí)行規(guī)范要求的建議性文件也被引用到規(guī)范中。 關(guān)鍵字:外加劑;骨料;錨固 (結(jié)構(gòu)的);梁柱框架;橫梁(支承);建筑規(guī)范;水泥;冬期施工;柱(支承);組合應(yīng)力;組合結(jié)構(gòu)(混凝土和鋼);組合結(jié)構(gòu)(混凝土);抗壓強(qiáng)度;混凝土施工;混凝土;混凝土板;施工縫;連續(xù)性(結(jié)構(gòu)的);伸縮縫;

7、保護(hù)層;養(yǎng)護(hù);深梁;撓度;圖則;抗震結(jié)構(gòu);預(yù)埋設(shè)備管道;彎矩;樓面;折板;基礎(chǔ);模板(施工);框架;暑期施工;檢查;分隔縫;接縫(連接處);擱柵;輕型混凝土;荷載(力);荷載試驗(yàn)(結(jié)構(gòu)的);材料;攪拌;配合比;彈性模量;構(gòu)件;鋼管柱;管道;澆筑;素混凝土;預(yù)制混凝土;預(yù)應(yīng)力混凝土;預(yù)應(yīng)力鋼材;質(zhì)量控制;鋼筋混凝土;鋼筋;屋頂;適用性;抗剪強(qiáng)度;剪力墻;殼體(結(jié)構(gòu)類);跨度;規(guī)格;拼接;強(qiáng)度;強(qiáng)度分析;應(yīng)力;結(jié)構(gòu)分析;結(jié)構(gòu)混凝土;結(jié)構(gòu)設(shè)計(jì);結(jié)構(gòu)整體性;t型梁;扭轉(zhuǎn);墻體;水;焊接鋼絲配筋。 aci 318m-05按照美國混凝土協(xié)會(huì)的標(biāo)準(zhǔn)化程序在2004年10月27日作為該協(xié)會(huì)的標(biāo)準(zhǔn)取代了aci

8、318m-02。aci 318m-05是aci 318-05的完整的補(bǔ)充。 美國混凝土協(xié)會(huì)的報(bào)告書,指南,標(biāo)準(zhǔn)做法以及注釋都是為了引導(dǎo)規(guī)劃,設(shè)計(jì),實(shí)施,和檢驗(yàn)施工。這本注釋主要是為那些能勝任評價(jià)其內(nèi)容以及建議的重要性和局限性,以及能承擔(dān)其包括材料應(yīng)用方面責(zé)任的人之用。美國混凝土協(xié)會(huì)否認(rèn)任何有關(guān)法定原理的所有責(zé)任。該協(xié)會(huì)不應(yīng)對任何損失或者破壞負(fù)責(zé)。注釋的參考資料 不應(yīng)作為合同文件。如果建筑師或者工程師希望把注釋中的條款作為合同文件的一部分,那么工程師或建筑師在引入條款時(shí)應(yīng)用法定語言重新報(bào)表。 版權(quán)所有2005美國混凝土協(xié)會(huì) 保留所有權(quán)包括復(fù)制和使用任何形式或方法使用,包括用任何攝影程序制造復(fù)件,

9、或用任何電子或機(jī)械設(shè)備打印的,書面的,口述的,或錄音,視覺產(chǎn)品或任何知識方面運(yùn)用或檢索系統(tǒng)或設(shè)備,除非得到版權(quán)所有者的允許才可進(jìn)行復(fù)制。 目錄 目錄 序 ·····································&

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13、1 第1章 一般規(guī)定················································&#

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66、183;··············································· 33 第4章 耐久性要求

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86、183;·················································&#

87、183;················································· 4

88、2 5.2混凝土配合比的選擇 ···············································

89、83;·················································

90、83;········································· 43 5.3以現(xiàn)場試驗(yàn)和(或)試拌配料 ·····

91、··················································

92、··················································

93、··················· 43 5.4沒有現(xiàn)場經(jīng)驗(yàn)和實(shí)驗(yàn)室試驗(yàn)的條件下配制混凝土 ··························&

94、#183;·················································&

95、#183;················ 48 5.5抗壓強(qiáng)度平均值的折減 ······························&

96、#183;·················································&

97、#183;·················································&

98、#183;···· 48 5.6混凝土的評估和驗(yàn)收 ··········································&#

99、183;·················································&#

100、183;·············································· 48 5.7設(shè)備和澆注場地的準(zhǔn)備 &#

101、183;·················································&#

102、183;·················································&#

103、183;·································· 52 5.8混凝土攪拌 ·············&

104、#183;·················································&

105、#183;·················································&

106、#183;········································ 53 5.9運(yùn)輸·······

107、3;·················································

108、3;·················································

109、3;·················································

110、3;········ 53 5.10澆注 ········································

111、;··················································

112、;··················································

113、;························ 54 5.11養(yǎng)護(hù) ························

114、··················································

115、··················································

116、········································ 55 5.12冬季要求 ········

117、;··················································

118、;··················································

119、;················································ 56目錄 5.13夏

120、季要求 ·················································&#

121、183;·················································&#

122、183;·················································&#

123、183;······ 56 第6章 模板、預(yù)埋管道和施工縫 ········································

124、··················································

125、························ 57 6.1模板的設(shè)計(jì) ························

126、;··················································

127、;··················································

128、;······························ 57 6.2模板、支撐的拆除和重新支撐 ················&#

129、183;·················································&#

130、183;·················································&#

131、183;······· 57 6.3埋入混凝土內(nèi)的導(dǎo)管和管道 ·······································

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

133、······································ 59 6.4施工縫 ··········&

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

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

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

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

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

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

140、;····· 42 5.2混凝土配合比的選擇 ··········································

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

142、··············································· 43 5.3以現(xiàn)場試驗(yàn)和(或)試拌

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

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

145、83;························ 43 5.4沒有現(xiàn)場經(jīng)驗(yàn)和實(shí)驗(yàn)室試驗(yàn)的條件下配制混凝土 ····················

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

147、3;······················ 48 5.5抗壓強(qiáng)度平均值的折減 ························

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

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

150、3;·········· 48 5.6混凝土的評估和驗(yàn)收 ·····································

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

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

153、;·· 48 5.7設(shè)備和澆注場地的準(zhǔn)備 ·············································

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

155、;········································ 52 5.8混凝土攪拌 ·······

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

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

158、3;·············································· 53 5.9運(yùn)輸··&

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

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

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

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

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

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

165、183;····························· 54 5.11養(yǎng)護(hù) ··················

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

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

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

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

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

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

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

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

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

175、;············ 56 第6章 模板、預(yù)埋管道和施工縫 ··································

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

177、83;····························· 57 6.1模板的設(shè)計(jì) ··················&#

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

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

180、183;··································· 57 6.2模板、支撐的拆除和重新支撐 ···········

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

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

183、;············· 57 6.3埋入混凝土內(nèi)的導(dǎo)管和管道 ·································

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

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

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

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

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

189、3;······· 60 第7章 鋼筋細(xì)節(jié)········································

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

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

192、3;········· 62 7.1標(biāo)準(zhǔn)彎鉤 ······································

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

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

195、3;··················· 62 7.2最小彎曲直徑 ····························&#

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

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

198、183;····················· 62 7.3彎曲···························

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

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

201、;······································· 63 7.4鋼筋的表面狀況········

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

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

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

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

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

207、183;············································ 64 7.6鋼筋的間距極限···

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

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

210、············································ 65 7.7鋼筋的混凝土保護(hù)層 ···&

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

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

213、#183;··································· 66 7.8 柱的專門配筋細(xì)節(jié) ···········&#

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

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

216、183;··························· 69 7.9 鋼筋連接 ····················&

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

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

219、#183;································· 70 7.10 受壓構(gòu)件的橫向鋼筋 ·············

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

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

222、···················· 70 7.11 受彎構(gòu)件的橫向鋼筋 ···························

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

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

225、;······ 73 7.12 收縮鋼筋和溫度鋼筋 ········································

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

227、3;·········································· 73 7.13 結(jié)構(gòu)整體性要求 ·····

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

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

230、;···································· 75 第8章 結(jié)構(gòu)分析和設(shè)計(jì)一般性考慮 ··········&#

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

232、183;······································ 77 8.1 設(shè)計(jì)方法 ·········&

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

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

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

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

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

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

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

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

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

242、183;······················ 78 8.4連續(xù)受彎構(gòu)件負(fù)彎矩重分配 ························

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

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

245、··· 80 8.5彈性模量 ·············································

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

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

248、············· 81 8.6 剛度 ···································&

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活荷載布置 ·······························

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

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

261、······················· 82 8.10 t形梁結(jié)構(gòu) ························

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

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

264、83;·························· 83 8.11小梁樓板結(jié)構(gòu) ·····················

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

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

267、··························· 84 8.12樓面面層 ·····················

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

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

270、;··································· 85 第9章 強(qiáng)度及使用性要求 ············

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

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

273、················· 86 9.1 一般規(guī)定 ·······························

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

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

276、;························· 86 9.2 規(guī)定強(qiáng)度 ······················

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

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

279、3;································· 86 9.3 設(shè)計(jì)強(qiáng)度 ··············

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

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

282、83;········································· 88 9.4 鋼筋的設(shè)計(jì)強(qiáng)度 ······

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

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

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

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

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

288、3;··············································· 92目錄 第10章 彎曲和軸向

289、荷載 ·················································

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

291、83;································ 99 10.1范圍 ···············

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

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

294、3;················································ 99 10.2設(shè)計(jì)假定 ·················

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