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道路橋梁工程畢業(yè)論文-泰州市231省道泰州至高港改線工程3標(biāo)段高架橋樁基專項(xiàng)施工方案(已修改)

2025-11-27 17:32 本頁(yè)面
 

【正文】 畢 業(yè) 設(shè) 計(jì)( 論 文 ) 泰州市 231 省道泰州至高港改線工程 3 標(biāo)段高架橋樁基專項(xiàng)施工方案 系 別 : 土木建筑系 專 業(yè) : 道路橋梁工程技術(shù) 班 級(jí) : 道橋 101 姓 名 : 朱亞南 學(xué) 號(hào) : 100304160 指導(dǎo)教師 : 呂凡任 完成時(shí)間 : I 目錄 摘要 ............................................................................................................................... Ⅱ ABSTRACT ................................................................................................................... Ⅲ 前言 ................................................................................................................................. 1 第一章 編制說(shuō)明 .............................................................................................................. 2 ............................................................................................................. 2 ............................................................................................................. 2 ............................................................................................................. 2 第二章 工程概況 .............................................................................................................. 3 工程簡(jiǎn)介 ............................................................................................................ 3 、氣候及水文 ............................................................................................... 3 第三章 施工準(zhǔn)備 .............................................................................................................. 7 .................................................................................................. 7 ........................................................................................ 7 ...................................................................................................... 7 第四章 施工方案設(shè)計(jì) ....................................................................................................... 8 ............................................................................................................. 8 ............................................................................................................. 8 .................................................................................................. 8 ............................................................................................... 8 ............................................................................................................. 8 ........................................................................................ 8 ......................................................................................................... 8 ............................................................................................. 11 .................................................................................. 11 、儲(chǔ)料斗、混凝土灌注 ............................................................. 12 .................................................................................. 15 第五章 施工安全保證體系及措施 .................................................................................. 19 ............................................................................................. 19 ............................................................................................. 23 第六章 進(jìn)度保證體系 ..................................................................................................... 25 第七章 施工環(huán)保的主要措施 .......................................................................................... 26 臨建和 現(xiàn)場(chǎng)布置 ................................................................................................ 26 ....................................................................................................... 26 .................................................................................................... 26 II ........................................................................................................... 26 ............................................................................................. 26 .................................................................................................... 26 工噪音控制措施 ............................................................................................. 27 .................................................................................................... 27 .................................................................................................... 27 III 摘要 本設(shè)計(jì)是江蘇省 231 省道泰州至高港段改線工程鉆孔灌注樁的施工設(shè)計(jì)方案,樁徑為,樁長(zhǎng)為 66m 鉆孔深度 70m。采用 c30 商用混凝土灌注,抗震等級(jí)為一級(jí),本方案采用鋼筋混凝土框架現(xiàn)澆樁基。 上部結(jié)構(gòu)四 十七聯(lián)均采用現(xiàn)澆預(yù)應(yīng)力混凝土連續(xù)箱梁,滿堂支架施工;下部結(jié)構(gòu)采用柱式橋墩、薄壁式橋臺(tái)、鉆孔灌注樁基礎(chǔ)。 關(guān)鍵詞:鋼筋混凝土框架 現(xiàn)澆預(yù)應(yīng)力混凝土 鉆孔灌注 IV ABSTRACT This is the design of line engineering construction of bored pile to Jiangsu province highway 231 Taizhou high port, pile diameter is , lengthis 66m to 70m drilling depth. Using C30 mercial concrete, sei
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