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箱梁碗扣式鋼管模板支架安全專項施工方案-展示頁

2025-05-24 03:14本頁面
  

【正文】 ...9(一)施工進度計劃 ...........................................................................................................................9(二)材料計劃 ...................................................................................................................................9(三)設備計劃 .................................................................................................................................10四、施工工藝技術 ......................................................................................................11(一)技術參數(shù) .................................................................................................................................11(二)工藝流程 .................................................................................................................................12(三)施工方法 .................................................................................................................................131.滿堂碗扣支架搭設 ...................................................................................................................132.箱梁模板安裝 ...........................................................................................................................163.支架預壓 ...................................................................................................................................184.鋼筋制作、安裝及預應力管道安裝 .......................................................................................205.箱梁混凝土澆筑 .......................................................................................................................236.預應力施工 ...............................................................................................................................267.支頂、模板的拆除 ...................................................................................................................29(四)檢查驗收 .................................................................................................................................31五、施工安全保證措施 ..............................................................................................32(一)組織保障 .................................................................................................................................32(二)技術措施 .................................................................................................................................331.施工機械的安全控制措施 .......................................................................................................332.高空作業(yè)的安全技術措施 .......................................................................................................343.起重吊裝作業(yè)安全技術措施 ...................................................................................................344.張拉安全技術措施 ...................................................................................................................355.現(xiàn)澆支架工程安全措施 ...........................................................................................................366.安全防火措施 ...........................................................................................................................377.防高溫作業(yè)措施 .......................................................................................................................388.防臺風措施 ...............................................................................................................................389.防雨季措施 ...............................................................................................................................39(三)應急預案 .................................................................................................................................39(四)監(jiān)測監(jiān)控 .................................................................................................................................46六、勞動力計劃 ..........................................................................................................47(一)項目管理人員 .........................................................................................................................472 / 116(二)特種作業(yè)人員 .........................................................................................................................48七、高大模板驗算書 ..................................................................................................50(一)箱室、腹板模板和碗扣支撐體系計算書 .............................................................................50(二)翼緣板模板和碗扣支撐體系計算書 .....................................................................................64(三)橫梁模板和碗扣支撐體系計算書 .........................................................................................74(四)箱梁內模計算書 .....................................................................................................................85(五)箱梁側模計算書 .....................................................................................................................96八、附圖 ....................................................................................................................1040 / 116箱梁碗扣式鋼管滿堂支架安全專項施工方案一、工程概況(一)項目概況(二)箱梁滿堂支架概況1.周邊環(huán)境(1)根據(jù)現(xiàn)狀水渠底采集數(shù)據(jù)成果及當?shù)卮迕窳私庾畲蠛樗?墩渠底采用直徑 砼 Ι 級涵管 3 根成排埋設排水涵管。涵管底部至渠底持平,確保水流通過。其余用素土分層回填到施工平臺面分層夯實,填土高度。整個施工平臺面邊坡用沙袋貼面防護,雨季來臨時如來不及排水;可以直接把施工平臺用挖機挖開確保排洪。現(xiàn)況車輛通行興業(yè)三路的車流量主要為小焦工業(yè)園區(qū)的施工及普通通行車輛,車流量較小,車速在 40km/h左右,大型車輛較多。2.上部結構設計本橋上部結構為預應力混凝土現(xiàn)澆連續(xù)箱梁。現(xiàn)澆箱梁采用流線型等高連續(xù)箱梁,中心處梁高,單箱三室截面,箱梁頂寬 ,橋面橫坡通過箱梁左右腹板高差形成?;炷翉姸鹊燃壘鶠?C50。墩身采用寶瓶式雙柱式橋墩縱橋向墩寬 。8墩頂設固定支座,其余各墩頂設活動支座。(2)橋臺橋臺采用鋼筋砼一字臺,橋臺前墻寬 ,厚 ;臺身寬 ,厚。橋臺混凝土強度等級均為 C40。8墩采用雙排樁基礎,每墩設 4 根 D= 鉆孔灌注樁,樁頂設承臺,承臺長 ,寬 ,厚 。橋臺采用雙排樁基礎,一幅橋臺設 8 根 D= 鉆孔灌注樁,樁頂設承臺,承臺長 ,寬 ,厚 。4.地質情況根據(jù)鉆探揭露,擬建場地地基土自上而下分述如下:①素填土(Qml) :層厚 ~,頂板埋深 0~,頂板標高○1b~。屬潮濕類型土。坡積成因。該層按《公路工程地質勘察規(guī)范》 (JTGC202022)附錄 J 劃分,土、石等級為Ⅱ級普通土??傮w屬中濕類型土。④全風化花崗巖(γ52(3)c)⑦:層厚 ~,頂板埋深0~,頂板標高 ~。具有泡水易軟化、崩解的特性。⑤砂礫狀強風化花崗巖(γ52(3)c)⑧:揭露厚度 ~(大多路基孔未揭穿) ,頂板埋深 0~,頂板標高 ~。該層按《公路工程地質勘察規(guī)范》 (JTGC202022)附錄 J 劃分,土、石等級為Ⅲ級硬土。該層壓縮性很低,力學強度高。⑦中風化花崗巖(γ52(
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