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濟廣高速公路濟南至菏澤段改擴建工程項目中央分隔帶鋪砌首件施工

2025-01-31 18:51:38 admin 閱讀(768)

2023年12月20日濟廣高速公路濟南至菏澤段改擴建工程項目中分帶鋪砌首件開始了施工,樁號為K75+687.636~K75+817.636,共計184米。

施工隊伍采用的是經(jīng)常干鋪砌的老隊伍,進入施工現(xiàn)場的人員按規(guī)定佩戴、使用勞動安全防護用品。并且在現(xiàn)場召開了技術(shù)安全交底會。中央分隔帶先填土并保證密實,施工完成后,在填土上方鋪10cm厚砂礫墊層,再鋪設(shè)C30預(yù)制混凝土板。C30預(yù)制混凝土板尺寸為20cm×20cm×5cm。采用GPS、水準儀測量儀對中央分隔帶鋪砌進行測量放樣,沿路線方向每隔2m打點(彎道位置要適當(dāng)加密)。在地面上標(biāo)出里程樁號以及相應(yīng)開挖或回填厚度。施工前,將填土上方的垃圾、雜物清理干凈。采用挖掘機配合人工輔助清理的方式,先用挖掘機對填土進行粗略整平,然后采用人工修整,清理浮土,整平場地。填土驗收合格后,方可進行砂礫墊層施工。砂礫墊層厚度為10cm,采用挖掘機配合人工方式施工,必須控制好厚度及平整度,以保證后續(xù)預(yù)制板安裝質(zhì)量。砂礫墊層驗收合格后,及時進行C30混凝土預(yù)制塊鋪砌施工。預(yù)制塊運輸采用貨車從小型預(yù)制構(gòu)件廠裝車運至施工現(xiàn)場,采用人工進行安裝、調(diào)平。出廠和現(xiàn)場安裝前,均應(yīng)檢查預(yù)制塊實體質(zhì)量和外觀質(zhì)量是否合格,確認合格后方可進行裝車和安裝。鋪砌橫坡應(yīng)與兩側(cè)道路橫坡一致;鋪面層與路面接縫應(yīng)平整。預(yù)制板采用掛線施工,鋪砌前應(yīng)根據(jù)測設(shè)結(jié)果對掛線進行檢查和復(fù)核;預(yù)制板安放時,四角同時下落,安放后調(diào)整位置,用大錘(墊放橡膠墊)或橡膠錘、木夯相互配合,錘擊預(yù)制板,使其達到設(shè)計高程和平整度、相鄰板高差的質(zhì)量要求。錘擊過程中要注意隨時調(diào)整預(yù)制板的位置,保持縱橫向的順直。安裝時應(yīng)注意接縫要緊密,縫隙間距要均勻,預(yù)制板下不得懸空。每10~20m作為一安裝單元,定位放線,保證線性平順、尺寸等滿足設(shè)計要求。

中央分隔帶鋪砌首件施工,為以后鋪砌大面積施工提供了諸多數(shù)據(jù)。

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article------>{"id":5340,"cid":20,"subCid":null,"title":"濟廣高速公路濟南至菏澤段改擴建工程項目中央分隔帶鋪砌首件施工","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"侯繼海","author":"admin","description":"2023年12月20日濟廣高速公路濟南至菏澤段改擴建工程項目中分帶鋪砌首件開始了施工,樁號為K75+687.636~K75+817.636,共計184米。施工隊伍采用的是經(jīng)常干鋪砌的老隊伍,進入施工現(xiàn)","img":"/public/uploads/material/2023-12-22/65854d71f419a_thumb.png","content":"<p style=\";text-indent: 37px;padding: 0;line-height: 33px;background: rgb(255, 255, 255)\"><span style=\"font-family: 仿宋_GB2312;color: rgb(51, 51, 51);letter-spacing: 0;font-size: 19px\">2023年12月20日濟廣高速公路濟南至菏澤段改擴建工程項目中分帶鋪砌首件開始了施工,樁號為K75+687.636~K75+817.636,共計184米。</span></p><p style=\";text-indent: 37px;padding: 0;line-height: 33px;background: rgb(255, 255, 255)\"><span style=\"font-family: 仿宋_GB2312;color: rgb(51, 51, 51);letter-spacing: 0;font-size: 19px\"><span style=\"font-family:仿宋_GB2312\">施工隊伍采用的是經(jīng)常干鋪砌的老隊伍,進入施工現(xiàn)場的人員按規(guī)定佩戴、使用勞動安全防護用品。并且在現(xiàn)場召開了技術(shù)安全交底會。中央分隔帶先填土并保證密實,施工完成后,在填土上方鋪</span><span style=\"font-family:仿宋_GB2312\">10cm厚砂礫墊層,再鋪設(shè)C30預(yù)制混凝土板。C30預(yù)制混凝土板尺寸為20cm×20cm×5cm。采用GPS、水準儀測量儀對中央分隔帶鋪砌進行測量放樣,沿路線方向每隔2m打點(彎道位置要適當(dāng)加密)。在地面上標(biāo)出里程樁號以及相應(yīng)開挖或回填厚度。施工前,將填土上方的垃圾、雜物清理干凈。采用挖掘機配合人工輔助清理的方式,先用挖掘機對填土進行粗略整平,然后采用人工修整,清理浮土,整平場地。填土驗收合格后,方可進行砂礫墊層施工。砂礫墊層厚度為10cm,采用挖掘機配合人工方式施工,必須控制好厚度及平整度,以保證后續(xù)預(yù)制板安裝質(zhì)量。砂礫墊層驗收合格后,及時進行C30混凝土預(yù)制塊鋪砌施工。預(yù)制塊運輸采用貨車從小型預(yù)制構(gòu)件廠裝車運至施工現(xiàn)場,采用人工進行安裝、調(diào)平。出廠和現(xiàn)場安裝前,均應(yīng)檢查預(yù)制塊實體質(zhì)量和外觀質(zhì)量是否合格,確認合格后方可進行裝車和安裝。鋪砌橫坡應(yīng)與兩側(cè)道路橫坡一致;鋪面層與路面接縫應(yīng)平整。預(yù)制板采用掛線施工,鋪砌前應(yīng)根據(jù)測設(shè)結(jié)果對掛線進行檢查和復(fù)核;預(yù)制板安放時,四角同時下落,安放后調(diào)整位置,用大錘(墊放橡膠墊)或橡膠錘、木夯相互配合,錘擊預(yù)制板,使其達到設(shè)計高程和平整度、相鄰板高差的質(zhì)量要求。錘擊過程中要注意隨時調(diào)整預(yù)制板的位置,保持縱橫向的順直。安裝時應(yīng)注意接縫要緊密,縫隙間距要均勻,預(yù)制板下不得懸空。每10~20m作為一安裝單元,定位放線,保證線性平順、尺寸等滿足設(shè)計要求。</span></span></p><p style=\";text-indent: 37px;padding: 0;line-height: 33px;background: rgb(255, 255, 255)\"><span style=\"font-family: 仿宋_GB2312;color: rgb(51, 51, 51);letter-spacing: 0;font-size: 19px\">中央分隔帶鋪砌首件施工,為以后鋪砌大面積施工提供了諸多數(shù)據(jù)。</span></p><p style=\"text-align:center\"><span style=\"font-family: 仿宋_GB2312;color: rgb(51, 51, 51);letter-spacing: 0;font-size: 19px\"><img src=\"/public/uploads/ueditor/image/20231222/A-8/1703234908915974.jpg\" title=\"1703234908915974.jpg\" alt=\"1.jpg\"/></span></p><p style=\"text-align:center\"><span style=\"font-family: 仿宋_GB2312;color: rgb(51, 51, 51);letter-spacing: 0;font-size: 19px\"><img src=\"/public/uploads/ueditor/image/20231222/A-8/1703234919957457.jpg\" title=\"1703234919957457.jpg\" alt=\"3.jpg\"/></span></p><p style=\"text-autospace:ideograph-numeric;line-height:33px\"><span style=\";font-family:Calibri;font-size:19px\"> </span></p><p><br/></p>","orderBy":null,"status":0,"pv":768,"link":null,"createdAt":"2023-12-22 16:48:56","updatedAt":"2025-01-31 18:51:38","field":{},"tags":[]}

article.tags------>[]

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