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濟寧市快速路一期工程五標段召開箱梁濕接縫及橫隔梁首件技術交底會

2025-03-16 02:59:49 admin 閱讀(2455)

2020年7月16日下午,濟寧快速路五標總監辦五標項目部會議室組織召開裝配式箱梁濕接縫及橫隔梁首件技術交底會。

參加會議的有濟寧市內環高架及連接線項目指揮部專家組成員、總監辦主要人員、項目部主要人員及各班組組長等。

本合同段預應力鋼筋混凝土箱梁共計562片,所有箱梁裝配通過2道端橫梁、1道中橫梁濕接裝配在一起,主線橋標準斷面寬度25.6米,由2片邊梁、4片中梁組成,梁間濕接縫寬度1.4米~1.6米,工程體量較大,有一定的施工難度。

交底會首先由項目部工程部長朱礦對箱梁濕接縫及橫隔梁的具體施工工藝、施工方法、檢查驗收、試驗、注意事項及安全質量保證措施等進行了全面闡述。特別指出了施工控制的各項要點,如測量控制網設置、鋼筋安裝、模板安裝、混凝土澆筑等。試驗監測方面重點提到了進場材料的送樣檢測、澆筑砼試塊的制作等,要保證試驗數據正確、嚴謹、公正、客觀。安全方面重點提到了現場施工人員的安全操作、特殊工種的持證上崗、場地安全用電、起重吊裝、加強工地防護避免無關人員進入工地現場受到傷害等安全文明施工內容。項目經理王國林及項目指揮長劉耀富進行了補充及表態發言。

總監理工程師王學東首先對監理程序及崗位職責進行了進一步明確,然后對交底內容進行了點評,并提出了一下要求:

一、箱梁安裝

1.箱梁安裝前,應對蓋梁施工質量進行檢驗,存在裂縫的要進行鑒定,經判定屬砼局部干縮、溫縮裂縫的,建議采用納米改性硅酸鹽水溶液滲透結晶材料進行修復。其他通長裂縫應委托專業檢測單位判定,根據專家意見進行處理。未經監理檢查驗收簽字,不得進行安裝。

2.箱梁安裝前,對支座或臨時支座的平面位置和高程進行復測,對箱梁斷面尺寸復查,箱梁高度不得出現正偏差。在箱梁兩端中心位置畫出垂直軸線備用;將支座中心線引到背墻頂面備用。支座高程合格、箱梁高度沒有正偏差的情況下,箱梁安裝時,將箱梁中軸線和支座中心線上下垂直對齊。

3.板式橡膠支座在順橋向和橫橋向的方向、位置應準確,安裝時應進行檢查核對,避免反置;當順橋向有縱坡兩相鄰蓋梁的高度不同時,支座安裝對高程的控制應符合設計規定,且同一片梁在考慮坡度后其相鄰支座墊石頂面高程的相對誤差不得超過3mm;箱梁吊裝時,就位應準確且底面應與支座密貼,否則應將箱梁吊起,重新調整就位安裝,安裝時不得采用撬棍移動梁體的方式進行就位。

二、端橫梁、中橫梁鋼筋安裝

1.橫梁底部主筋焊接前,嚴格檢查箱梁預留鋼筋機械連接質量,未經監理檢查驗收簽字,不得擅自焊接。

2.橫梁頂部主筋焊接前,應檢查上下主筋位置,確保上下位置對應,同時考慮振搗棒插入空間。所有鋼筋連接焊縫長度及質量必須符合規范要求,專人驗收,主筋焊接質量是關鍵。

4.同跨橫梁在橋梁橫向必須保證順直,要求在鋼筋安裝時就要橫向掛線或梁底彈線,并嚴格按照標準線進行鋼筋綁扎和橫梁整體順直度校正。

應避免問題和缺陷:由于每片箱梁一端只有一個支座原因、由于車道位置原因,箱梁橫向受力偏心明顯,導致箱梁端橫梁彎矩相對較大,在動荷載的影響下,存在底部受拉鋼筋疲勞破壞風險,端橫梁鋼筋連接質量必須得到保證。

三、端橫梁、中橫梁模板安裝

1.鑒于橫隔梁的重要性,模板防漏漿措施必須可靠,嚴禁因漏漿導致蜂窩麻面或者空洞。

2.嚴格模板驗收,模板強度、剛度必須符合規定,鋼筋保護層必須合格,杜絕漏筋。

應避免問題和缺陷:端橫梁底模和蓋梁中擋塊間距偏小,在模板安裝和拆除時不方便,混凝土澆筑拆模時忽視底模的拆除,或者直接利用中擋塊作為底模的一部分,致使端橫梁底部持力。

四、端橫梁、中橫梁混凝土澆筑

1.嚴格控制混凝土塌落度,由于構件平面尺寸小,鋼筋密集,要配置規格小的振動棒,確??煽空駬v。

2.由于工期緊張,養生可以分兩種形式、兩個階段,濕接縫施工前灑水養生,濕接縫施工后,養護膜養生。

五、箱梁濕接縫鋼筋安裝

1.提前檢查箱梁頂板預留鋼筋質量,長度不足的、變形的、保護層沒有保證的,提前予以修正。

2.濕接縫連接環形鋼筋幾何尺寸必須與濕接縫尺寸保持一致,事先測量,一一對應,準確下料。

3.濕接縫橫向鋼筋所有連接位置全部采用滿焊焊接,單面焊焊縫長度不得小于10倍鋼筋直徑。(注:橫向鋼筋焊縫位置分別為兩側翼緣板上下各2處,環形鋼筋1處,每個鋼筋組合共計5處)。在高空進行焊接作業,必須保證焊接質量,杜絕燒傷鋼筋。

六、箱梁濕接縫模板安裝

1.濕接縫底模的設置應考慮拆除方便,模板底板宜采用可調節螺桿或吊模等支撐方式。

2.采用吊模,寬度較寬,必須保證模板的剛度,防止模板變形導致漏漿,防止模板變形導致鋼筋保護層偏小,防止模板變形導致濕接縫厚度不足。

3.吊模的脫模工藝,必須安全可靠。

七、箱梁濕接縫混凝土澆筑

1.澆筑前,對模板及混凝土結合面進行充分濕潤,同時對鋼筋進行了降溫并考慮混凝土澆筑宜選在下午溫度開始下降時段。

2.澆筑過程,盡量保證連續,盡量避免施工縫出現。

3.澆筑工作面緊前位置,在箱梁頂板側面,提前涂素水泥漿一道,確保濕接質量。

4.當施工縫不可避免,應安裝立面模板,該模板為梳子板應采用鋼板制作的梳形板,應提前準備,避免斜茬或者隨意留茬。

5.箱梁濕接縫頂面應與箱梁頂板面水平,嚴禁高出并侵入橋面鋪裝層。

6.濕接縫養生,至關重要。要加強高標號混凝土14天保濕養生。覆蓋材料充足可靠,水源充足可靠,不具備條件的不準澆筑施工。

會議最后,濟寧市內環高架及連接線項目指揮部專家組成員張海健對項目部技術交底及總監辦提出的具體要求表示認可,同時強調橫隔梁及濕接縫鋼筋焊接的重要性進行了再一次強調。

交底會達到了預期效果,通過這樣一次全面的、準備充分的技術交底會議,為施工工期緊的情況下,高質量完成箱梁濕接縫及橫隔梁施工順利完成做了充分保障。


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article------>{"id":424,"cid":20,"subCid":null,"title":"濟寧市快速路一期工程五標段召開箱梁濕接縫及橫隔梁首件技術交底會","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"王學東","author":"admin","description":"2020年7月16日下午,濟寧快速路五標總監辦五標項目部會議室組織召開裝配式箱梁濕接縫及橫隔梁首件技術交底會。參加會議的有濟寧市內環高架及連接線項目指揮部專家組成員、總監辦主要人員、項目部主要人員及各","img":"/public/uploads/material/2020-07-20/5f14f2f146d1d_thumb.jpg","content":"<p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2020年7月1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">6</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">日下午,濟寧快速路五標總監辦五標項目部會議室組織召開裝配式箱梁濕接縫及橫隔梁首件技術交底會。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">參加會議的有濟寧市內環高架及連接線項目指揮部專家組成員、總監辦主要人員、項目部主要人員及各班組組長等。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">本合同段預應力鋼筋混凝土箱梁共計</span>562片,所有箱梁裝配通過2道端橫梁、1道中橫梁濕接裝配在一起,主線橋標準斷面寬度25.6米,由2片邊梁、4片中梁組成,梁間濕接縫寬度1.4米~1.6米,工程體量較大,有一定的施工難度。</span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">交底會首先由項目部工程部長朱礦對箱梁濕接縫及橫隔梁的具體施工工藝、施工方法、檢查驗收、試驗、注意事項及安全質量保證措施等進行了全面闡述。特別指出了施工控制的各項要點,如測量控制網設置、鋼筋安裝、模板安裝、混凝土澆筑等。試驗監測方面重點提到了進場材料的送樣檢測、澆筑砼試塊的制作等,要保證試驗數據正確、嚴謹、公正、客觀。安全方面重點提到了現場施工人員的安全操作、特殊工種的持證上崗、場地安全用電、起重吊裝、加強工地防護避免無關人員進入工地現場受到傷害等安全文明施工內容。項目經理王國林及項目指揮長劉耀富進行了補充及表態發言。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">總監理工程師王學東首先對監理程序及崗位職責進行了進一步明確,然后對交底內容進行了點評,并提出了一下要求:</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">一、箱梁安裝</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">箱梁安裝前,應對蓋梁施工質量進行檢驗,存在裂縫的要進行鑒定,經判定屬砼局部干縮、溫縮裂縫的,建議采用納米改性硅酸鹽水溶液滲透結晶材料進行修復。其他通長裂縫應委托專業檢測單位判定,根據專家意見進行處理。未經監理檢查驗收簽字,不得進行安裝。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">箱梁安裝前,對支座或臨時支座的平面位置和高程進行復測,對箱梁斷面尺寸復查,箱梁高度不得出現正偏差。在箱梁兩端中心位置畫出垂直軸線備用;將支座中心線引到背墻頂面備用。支座高程合格、箱梁高度沒有正偏差的情況下,箱梁安裝時,將箱梁中軸線和支座中心線上下垂直對齊。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">3</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">板式橡膠支座在順橋向和橫橋向的方向、位置應準確,安裝時應進行檢查核對,避免反置;當順橋向有縱坡兩相鄰蓋梁的高度不同時,支座安裝對高程的控制應符合設計規定,且同一片梁在考慮坡度后其相鄰支座墊石頂面高程的相對誤差不得超過</span>3mm;箱梁吊裝時,就位應準確且底面應與支座密貼,否則應將箱梁吊起,重新調整就位安裝,安裝時不得采用撬棍移動梁體的方式進行就位。</span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">二、端橫梁、中橫梁鋼筋安裝</span> </span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">橫梁底部主筋焊接前,嚴格檢查箱梁預留鋼筋機械連接質量,未經監理檢查驗收簽字,不得擅自焊接。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">橫梁頂部主筋焊接前,應檢查上下主筋位置,確保上下位置對應,同時考慮振搗棒插入空間。所有鋼筋連接焊縫長度及質量必須符合規范要求,專人驗收,主筋焊接質量是關鍵。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">4</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">同跨橫梁在橋梁橫向必須保證順直,要求在鋼筋安裝時就要橫向掛線或梁底彈線,并嚴格按照標準線進行鋼筋綁扎和橫梁整體順直度校正。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">應避免問題和缺陷:由于每片箱梁一端只有一個支座原因、由于車道位置原因,箱梁橫向受力偏心明顯,導致箱梁端橫梁彎矩相對較大,在動荷載的影響下,存在底部受拉鋼筋疲勞破壞風險,端橫梁鋼筋連接質量必須得到保證。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">三、端橫梁、中橫梁模板安裝</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">鑒于橫隔梁的重要性,模板防漏漿措施必須可靠,嚴禁因漏漿導致蜂窩麻面或者空洞。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">嚴格模板驗收,模板強度、剛度必須符合規定,鋼筋保護層必須合格,杜絕漏筋。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">應避免問題和缺陷:</span><span style=\"font-family: 宋體;\">端橫梁底模和蓋梁中擋塊間距偏小,在模板安裝和拆除時不方便,混凝土澆筑拆模時忽視底模的拆除,或者直接利用中擋塊作為底模的一部分,致使端橫梁底部持力。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">四、端橫梁、中橫梁混凝土澆筑</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">嚴格控制混凝土塌落度,由于構件平面尺寸小,鋼筋密集,要配置規格小的振動棒,確保可靠振搗。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">由于工期緊張,養生可以分兩種形式、兩個階段,濕接縫施工前灑水養生,濕接縫施工后,養護膜養生。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">五、箱梁濕接縫鋼筋安裝</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">提前檢查箱梁頂板預留鋼筋質量,長度不足的、變形的、保護層沒有保證的,提前予以修正。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">濕接縫連接環形鋼筋幾何尺寸必須與濕接縫尺寸保持一致,事先測量,一一對應,準確下料。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">3.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">濕接縫橫向鋼筋所有連接位置全部采用滿焊焊接,單面焊焊縫長度不得小于</span>10倍鋼筋直徑。(注:橫向鋼筋焊縫位置分別為兩側翼緣板上下各2處,環形鋼筋1處,每個鋼筋組合共計5處)。在高空進行焊接作業,必須保證焊接質量,杜絕燒傷鋼筋。</span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">六、箱梁濕接縫模板安裝</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">濕接縫底模的設置應考慮拆除方便,模板底板宜采用可調節螺桿或吊模等支撐方式。</span></span></span> </span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">采用吊模,寬度較寬,必須保證模板的剛度,防止模板變形導致漏漿,防止模板變形導致鋼筋保護層偏小,防止模板變形導致濕接縫厚度不足。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">3</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">吊模的脫模工藝,必須安全可靠。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">七、箱梁濕接縫混凝土澆筑</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">澆筑前,對模板及混凝土結合面進行充分濕潤,同時對鋼筋進行了降溫并考慮混凝土澆筑宜選在下午溫度開始下降時段。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">2.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">澆筑過程,盡量保證連續,盡量避免施工縫出現。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">3.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">澆筑工作面緊前位置,在箱梁頂板側面,提前涂素水泥漿一道,確保濕接質量。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">4</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">當施工縫不可避免,應安裝立面模板,該模板為梳子板應采用鋼板制作的梳形板,應提前準備,避免斜茬或者隨意留茬。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">5.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">箱梁濕接縫頂面應與箱梁頂板面水平,嚴禁高出并侵入橋面鋪裝層。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">6.</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">濕接縫養生,至關重要。要加強高標號混凝土</span>1</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\">4</span></span><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">天保濕養生。覆蓋材料充足可靠,水源充足可靠,不具備條件的不準澆筑施工。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">會議最后,濟寧市內環高架及連接線項目指揮部專家組成員張海健對項目部技術交底及總監辦提出的具體要求表示認可,同時強調橫隔梁及濕接縫鋼筋焊接的重要性進行了再一次強調。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\">交底會達到了預期效果,通過這樣一次全面的、準備充分的技術交底會議,為施工工期緊的情況下,高質量完成箱梁濕接縫及橫隔梁施工順利完成做了充分保障。</span></span></span></span></span></span></span></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\"><br/></span></span></span></span></span></span></span></p><p style=\"text-align: center;\"><img title=\"1595208422488453.jpg\" alt=\"111111(?。?jpg\" src=\"//public/uploads/ueditor/image/20200720/A-8/1595208422488453.jpg\"/></p><p style=\"text-align: left; text-indent: 37px;\"><span style=\"font-size: 19px;\"><span style=\"-ms-text-autospace: ideograph-numeric;\"><span style=\"line-height: 33px;\"><span style=\"font-family: Calibri;\"><span style=\"font-size: 19px;\"><span style=\"font-family: 宋體;\"><span style=\"font-family: 宋體;\"><br/></span></span></span></span></span></span></span></p><p></p>","orderBy":null,"status":0,"pv":2455,"link":null,"createdAt":"2020-07-20 09:27:28","updatedAt":"2025-03-16 02:59:49","field":{},"tags":[]}

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