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山東高速濟(jì)濰高速橋面鋪裝交底

2025-08-24 15:44:49  紀(jì)鵬飛 admin 閱讀(1427)

由山東高速集團(tuán)承建的濟(jì)南至濰坊高速公路,山東東泰工程咨詢有限公司二駐地辦承監(jiān)的,于2022年8月25日,組織三合同在五冶項(xiàng)目部會議室召開了技術(shù)交底。

(一)施工放樣

先完成橋面鋪裝施工,然后再進(jìn)行防撞護(hù)欄(護(hù)欄底座)施工,對護(hù)欄與橋面的接觸面進(jìn)行鑿毛、清理、沖洗,按水平施工縫處理。

由測量隊(duì)按照每隔5m進(jìn)行控制點(diǎn)放樣,現(xiàn)場技術(shù)員在每一點(diǎn)測量出防撞墻底部內(nèi)外側(cè)處的標(biāo)高并與設(shè)計(jì)標(biāo)高做對比,根據(jù)高差值和橋梁縱坡選取一個(gè)合理的高差計(jì)算出模板底座的高程,并用高標(biāo)號砂漿調(diào)整抹平。

(二)鋼筋加工及安裝

鋼筋骨架的綁扎成型在橋面上進(jìn)行。成型后要嚴(yán)格檢查其垂直度、中心位置和骨架的凈外尺寸,不得超過規(guī)范允許誤差,否則應(yīng)立即返工。從而確保鋼筋骨架豎向豎直、水平方向位置居中、不偏離設(shè)計(jì)中心。

護(hù)欄外側(cè)保護(hù)層厚度為4cm,內(nèi)側(cè)迎撞面保護(hù)層厚度為4.5cm,采用墊塊綁扎在主筋上,保證鋼筋的保護(hù)層厚度每1平方/4個(gè),扎絲頭朝內(nèi),不深入保護(hù)層,墊塊強(qiáng)度與砼護(hù)欄同等級,避免出現(xiàn)露筋或保護(hù)層厚度不足的現(xiàn)象。

(三)護(hù)欄模板安裝

1)護(hù)欄模板的安裝應(yīng)按模板試拼的編號進(jìn)行,模板之間的接縫宜采用雙面膠黏貼于模板接縫處,模板與橋面之間的接縫宜采用方木或砂漿等材料進(jìn)行填縫。支撐時(shí)宜在頂部和底部各設(shè)一道對拉桿,或采用其他固定模板的裝置,同時(shí)應(yīng)在模板內(nèi)設(shè)置內(nèi)支撐,待混凝土澆筑至此位置時(shí),拆除此支撐。

2)應(yīng)按照設(shè)計(jì)位置設(shè)置斷縫(橋墩位置)。斷縫宜采用易于拆除的夾板斷開,該夾板可采用兩片薄鋼板夾一片泡沫板制作,端頭模板采用鋼板。段縫垂直護(hù)欄,不應(yīng)許斜設(shè)置。

3)防撞護(hù)欄單次施工長度以橋跨長度為宜,模板一次性安裝完成,混凝土一次性連續(xù)澆注成型。

4)鋼模板安裝使用前將表面浮銹清除干凈,均勻涂刷專用脫模劑,以避免混凝土粘模,保證混凝土表面光潔。

5)用墨斗彈出模板支模線,模板安裝時(shí)緊貼混凝土梁面并用螺栓拉桿拉緊連結(jié),下部及頂部各設(shè)置一道拉桿,模內(nèi)橫向支撐牢固。模板之間的板縫用雙面膠粘貼,以防止漏漿,安裝成型后的模板須固定牢固、接縫平整、密封完好、位置準(zhǔn)確、直線段線型直順,曲線段線型圓順。

6)模板安裝完畢后,施工單位進(jìn)行全面自檢,檢查的內(nèi)容有:模板的拼縫有無錯臺、線型是否順直,幾何尺寸、標(biāo)高、垂直度是否滿足設(shè)計(jì)要求,線型控制可通過拉線方法進(jìn)行檢查,直至模板線型調(diào)至滿足要求為止;自檢合格后請監(jiān)理進(jìn)行驗(yàn)收,驗(yàn)收合格后方可澆筑混凝土。

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font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">組織三合同在五冶項(xiàng)目部會議室召開了技術(shù)交底。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\"> (一)施工放樣</span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">先完成橋面鋪裝施工,然后再進(jìn)行防撞護(hù)欄(護(hù)欄底座)施工,對護(hù)欄與橋面的接觸面進(jìn)行鑿毛、清理、沖洗,按水平施工縫處理。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">由測量隊(duì)按照每隔</span><span style=\"font-family:仿宋\">5m進(jìn)行控制點(diǎn)放樣,現(xiàn)場技術(shù)員在每一點(diǎn)測量出防撞墻底部內(nèi)外側(cè)處的標(biāo)高并與設(shè)計(jì)標(biāo)高做對比,根據(jù)高差值和橋梁縱坡選取一個(gè)合理的高差計(jì)算出模板底座的高程,并用高標(biāo)號砂漿調(diào)整抹平。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(二)鋼筋加工及安裝</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">鋼筋骨架的綁扎成型在橋面上進(jìn)行。成型后要嚴(yán)格檢查其垂直度、中心位置和骨架的凈外尺寸,不得超過規(guī)范允許誤差,否則應(yīng)立即返工。從而確保鋼筋骨架豎向豎直、水平方向位置居中、不偏離設(shè)計(jì)中心。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">護(hù)欄外側(cè)保護(hù)層厚度為</span><span style=\"font-family:仿宋\">4cm,內(nèi)側(cè)迎撞面保護(hù)層厚度為4.5cm,采用墊塊綁扎在主筋上,保證鋼筋的保護(hù)層厚度每1平方/4個(gè),扎絲頭朝內(nèi),不深入保護(hù)層,墊塊強(qiáng)度與砼護(hù)欄同等級,避免出現(xiàn)露筋或保護(hù)層厚度不足的現(xiàn)象。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(三)護(hù)欄模板安裝</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">1)護(hù)欄模板的安裝應(yīng)按模板試拼的編號進(jìn)行,模板之間的接縫宜采用雙面膠黏貼于模板接縫處,模板與橋面之間的接縫宜采用方木或砂漿等材料進(jìn)行填縫。支撐時(shí)宜在頂部和底部各設(shè)一道對拉桿,或采用其他固定模板的裝置,同時(shí)應(yīng)在模板內(nèi)設(shè)置內(nèi)支撐,待混凝土澆筑至此位置時(shí),拆除此支撐。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">2)應(yīng)按照設(shè)計(jì)位置設(shè)置斷縫(橋墩位置)。斷縫宜采用易于拆除的夾板斷開,該夾板可采用兩片薄鋼板夾一片泡沫板制作,端頭模板采用鋼板。段縫垂直護(hù)欄,不應(yīng)許斜設(shè)置。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">3)防撞護(hù)欄單次施工長度以橋跨長度為宜,模板一次性安裝完成,混凝土一次性連續(xù)澆注成型。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">4)鋼模板安裝使用前將表面浮銹清除干凈,均勻涂刷專用脫模劑,以避免混凝土粘模,保證混凝土表面光潔。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">5)用墨斗彈出模板支模線,模板安裝時(shí)緊貼混凝土梁面并用螺栓拉桿拉緊連結(jié),下部及頂部各設(shè)置一道拉桿,模內(nèi)橫向支撐牢固。模板之間的板縫用雙面膠粘貼,以防止漏漿,安裝成型后的模板須固定牢固、接縫平整、密封完好、位置準(zhǔn)確、直線段線型直順,曲線段線型圓順。</span></span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0pt 0pt 0.0001pt; padding: 0px; font-family: \"Microsoft YaHei\"; line-height: 1.6; word-break: normal; color: rgb(51, 51, 51); white-space: normal; background-color: rgb(255, 255, 255); text-indent: 28pt; text-align: justify;\"><span style=\"margin: 0px; padding: 0px; font-size: 10.5pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 25pt;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri;\"><span style=\"margin: 0px; padding: 0px; font-size: 14pt; line-height: 1.8;\"><span style=\"margin: 0px; padding: 0px; font-size: 16px; line-height: 1.8; font-family: 仿宋;\"><span style=\"font-family:仿宋\">(</span><span style=\"font-family:仿宋\">6)模板安裝完畢后,施工單位進(jìn)行全面自檢,檢查的內(nèi)容有:模板的拼縫有無錯臺、線型是否順直,幾何尺寸、標(biāo)高、垂直度是否滿足設(shè)計(jì)要求,線型控制可通過拉線方法進(jìn)行檢查,直至模板線型調(diào)至滿足要求為止;自檢合格后請監(jiān)理進(jìn)行驗(yàn)收,驗(yàn)收合格后方可澆筑混凝土。</span></span></span></span></span></span></span></span></span></span></p><p style=\"text-align:center\"><img src=\"/public/uploads/ueditor/image/20220829/A-8/1661737225934090.jpg\" title=\"1661737225934090.jpg\" alt=\"fileUpload.jpg\"/></p><p><br/></p>","orderBy":null,"status":0,"pv":1427,"link":null,"createdAt":"2022-08-29 10:04:39","updatedAt":"2025-08-24 15:44:49","department":null,"field":{},"tags":[]}

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news------>[{"id":7027,"title":"東泰咨詢董梁沈新高速第一總監(jiān)辦牽頭開展集中辦公 全力備戰(zhàn)省廳審計(jì)檢查","shortTitle":"","img":"","createdAt":"2025-08-25T08:25:09.000Z","description":"為保障董梁沈新高速項(xiàng)目順利通過省廳審計(jì)檢查,筑牢項(xiàng)目管理內(nèi)業(yè)根基,近日,山東東泰工程咨詢有限公司董梁沈新項(xiàng)目第一總監(jiān)辦主動扛起統(tǒng)籌責(zé)任,牽頭組織項(xiàng)目各參建單位相關(guān)負(fù)責(zé)人開展內(nèi)業(yè)資料整理集中辦公專項(xiàng)行動。此次行動以集中攻堅(jiān)補(bǔ)短板、預(yù)審查漏提質(zhì)效為核心目標(biāo),通過跨單位協(xié)同作戰(zhàn)模式,全面推動內(nèi)業(yè)資料規(guī)范化、標(biāo)準(zhǔn)化建設(shè),為審計(jì)檢查奠定堅(jiān)實(shí)基礎(chǔ)。\n本次集中辦公精準(zhǔn)對標(biāo)省廳審計(jì)檢查要求,明確全覆蓋、無死角、強(qiáng)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7026,"title":"山東東泰工程咨詢有限公司一公司監(jiān)理的S229沂邳線沂源縣南踅莊至沂水縣界段修復(fù)養(yǎng)護(hù)工程、S234惠沂線沂源縣松崮至張莊段及沂源蒙陰界至沂源沂水界段修復(fù)養(yǎng)護(hù)工程項(xiàng)目接受淄博市交通建設(shè)發(fā)展中心月度檢查","shortTitle":"","img":"","createdAt":"2025-08-25T08:15:32.000Z","description":"8月20日-21日,淄博市交通建設(shè)發(fā)展中心對山東東泰工程咨詢有限公司一公司監(jiān)理的S229沂邳線沂源縣南踅莊至沂水縣界段修復(fù)養(yǎng)護(hù)工程、S234惠沂線沂源縣松崮至張莊段及沂源蒙陰界至沂源沂水界段修復(fù)養(yǎng)護(hù)工程進(jìn)行月度檢查。檢查分為綜合組、外業(yè)組、內(nèi)業(yè)組、試驗(yàn)及拌合站組。\n市交通建設(shè)發(fā)展中心董博科長、東泰咨詢副總李誠和徐康帶隊(duì)檢查。李總對拌合站和試驗(yàn)室管理和材料質(zhì)量進(jìn)行了指導(dǎo),徐總對現(xiàn)場施工進(jìn)度、工期節(jié)點(diǎn)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7025,"title":"嚴(yán)把質(zhì)量“生命線”—東泰咨詢董梁沈新高速第一總監(jiān)辦開展蓋梁保護(hù)層專項(xiàng)排查筑牢工程根基","shortTitle":"","img":"","createdAt":"2025-08-25T08:05:23.000Z","description":"山東東泰工程咨詢有限公司董梁沈新高速第一總監(jiān)辦始終秉持進(jìn)度與質(zhì)量并重,安全為基筑精品的理念既盼工程建設(shè)穩(wěn)步推進(jìn),更將質(zhì)量意識深植每道工序。蓋梁作為橋梁結(jié)構(gòu)的承重脊梁,其鋼筋保護(hù)層厚度更是守護(hù)結(jié)構(gòu)耐久性與安全性的防護(hù)鎧甲,直接決定橋梁使用壽命與通行保障能力。\n為嚴(yán)守質(zhì)量底線,近日,東泰咨詢董梁沈新高速第一總監(jiān)辦主動牽頭組織各合同段對已完工蓋梁開展鋼筋保護(hù)層專項(xiàng)排查行動,以零容忍態(tài)度排查質(zhì)量隱患,為工...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7024,"title":"東泰咨詢G233克黃線高青縣宮旺路口西至姜家路口段修復(fù)養(yǎng)護(hù)工程順利完成上面層試驗(yàn)段施工","shortTitle":"","img":"","createdAt":"2025-08-25T08:00:45.000Z","description":"近日,由東泰咨詢監(jiān)理的G233克黃線高青縣宮旺路口西至姜家路口段修復(fù)養(yǎng)護(hù)工程瀝青上面層試驗(yàn)段順利鋪筑完成。為確保試驗(yàn)段的順利施工,G233克黃線高青縣宮旺路口西至姜家路口段修復(fù)養(yǎng)護(hù)工程總監(jiān)辦提前多日進(jìn)行了部署,要求施工單位部室負(fù)責(zé)人重點(diǎn)注意,在原材控制、生產(chǎn)配比、模擬試驗(yàn)、施工技術(shù)方案、設(shè)備機(jī)械和人員投入、質(zhì)量控制、安全措施等多方面進(jìn)行了檢測和探討。\nG233克黃線高青縣宮旺路口西至姜家路口段修復(fù)...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7023,"title":"淄博市交通設(shè)發(fā)展中心對東泰咨詢監(jiān)理的G233克黃線高青縣宮旺路口西至姜家路口段修復(fù)養(yǎng)護(hù)工程總監(jiān)辦進(jìn)行八月份月度檢查","shortTitle":"","img":"","createdAt":"2025-08-25T07:50:43.000Z","description":"為進(jìn)一步強(qiáng)化工程質(zhì)量管控,落實(shí)安全生產(chǎn)責(zé)任,筑牢生態(tài)環(huán)保防線,推動項(xiàng)目建設(shè)提質(zhì)增效,淄博市交通建設(shè)發(fā)展中心于2025年8月23日對東泰咨詢G233克黃線高青縣宮旺路口西至姜家路口段修復(fù)養(yǎng)護(hù)工程總監(jiān)辦進(jìn)行八月份月度檢查。\n本次檢查分為綜合組、外業(yè)組、內(nèi)業(yè)組、試驗(yàn)組分別進(jìn)行專項(xiàng)檢查,綜合組主要對現(xiàn)場總體情況、質(zhì)量、安全、環(huán)保等措施落實(shí)進(jìn)行檢查;外業(yè)組主要對工程質(zhì)量進(jìn)行實(shí)體檢測,檢查現(xiàn)場工程實(shí)體質(zhì)量,針...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7022,"title":"東泰咨詢監(jiān)理的董梁沈新高速第一總監(jiān)辦組織對施工二合同水泥碎石土取芯 筑牢路基工程質(zhì)量防線","shortTitle":"","img":"","createdAt":"2025-08-25T07:28:23.000Z","description":"近日,為嚴(yán)守董梁沈新高速公路路基填筑工程質(zhì)量關(guān)口,確保水泥碎石土這一關(guān)鍵結(jié)構(gòu)層的質(zhì)量指標(biāo)完全契合設(shè)計(jì)標(biāo)準(zhǔn)與施工規(guī)范要求,山東東泰工程咨詢有限公司董梁沈新項(xiàng)目第一總監(jiān)辦以嚴(yán)監(jiān)管、保質(zhì)量為核心原則,精心制定檢測方案、細(xì)化作業(yè)流程,成功對施工二合同已完成施工的水泥碎石土層段,組織開展鉆芯取樣檢測工作。本次取芯作業(yè)的核心目標(biāo),是通過直觀、精準(zhǔn)的實(shí)體檢測,全面評估該結(jié)構(gòu)層的實(shí)際厚度、整體完整性、材料均勻性及...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7021,"title":"沭河通,道路暢——東泰咨詢監(jiān)理的董梁沈新高速沭河大橋半幅順利通車","shortTitle":"","img":"","createdAt":"2025-08-25T07:17:25.000Z","description":"近日,由山東東泰工程咨詢有限公司監(jiān)理的董梁沈新高速三合同 K85+033沭河大橋?qū)崿F(xiàn)左幅半幅通車,這一關(guān)鍵節(jié)點(diǎn)的達(dá)成,不僅為項(xiàng)目后續(xù)施工按下加速鍵,更標(biāo)志著董梁沈新高速建設(shè)進(jìn)程取得重要突破,為區(qū)域交通路網(wǎng)完善注入新動能。?\n沭河作為山東省南部重要河流,發(fā)源于沂水縣沂山馬坡的石槽峪,是沂沭河流域貫穿魯南、蘇北的大型山洪河道,其獨(dú)特的水文與地理?xiàng)l件,對跨河橋梁建設(shè)提出了極高要求。此次通車的沭河大橋,正...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7020,"title":"河南省交通建設(shè)技術(shù)中心對東泰咨詢監(jiān)理的安羅高速開展安全生產(chǎn)檢查","shortTitle":"","img":"","createdAt":"2025-08-22T09:00:19.000Z","description":"2025年8月19日-20日,河南省交通建設(shè)技術(shù)中心檢查組一行到山東東泰工程咨詢有限公司安羅高速第二總監(jiān)辦所轄的SG-3標(biāo)和SG-4標(biāo)開展安全防汛專項(xiàng)檢查。項(xiàng)目公司副總經(jīng)理馬春鋒、總監(jiān)辦總監(jiān)理工程師趙劍、駐地辦及項(xiàng)目部有關(guān)人員陪同。\n此次檢查通過現(xiàn)場查看和查閱資料的形式進(jìn)行,涵蓋了路面施工、兩區(qū)三場、交安施工等施工區(qū)域,著重查看路面交通渠化、消防安全、用電安全、燃?xì)馐褂玫戎攸c(diǎn)區(qū)域的安全管理,尤其對...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7019,"title":"東泰咨詢經(jīng)十路東延工程第一總監(jiān)辦對項(xiàng)目部工地試驗(yàn)室進(jìn)行8月份月度檢查","shortTitle":"","img":"","createdAt":"2025-08-21T08:06:20.000Z","description":"2025年8月19日,山東東泰工程咨詢有限公司S509及G309改建工程(經(jīng)十路東延工程)第一總監(jiān)辦開展了對一合同項(xiàng)目部工地試驗(yàn)室的月檢工作。\n本次月度檢查旨在全面排查工地試驗(yàn)室運(yùn)行狀況,保障試驗(yàn)檢測工作的規(guī)范性、準(zhǔn)確性及安全性。檢查范圍涵蓋試驗(yàn)儀器設(shè)備、試驗(yàn)操作流程、樣品管理、檔案資料及試驗(yàn)室環(huán)境等方面。\n本次檢查中項(xiàng)目部試驗(yàn)人員熟悉各自崗位職責(zé)及試驗(yàn)操作規(guī)程、主要試驗(yàn)儀器(如壓力試驗(yàn)機(jī)、萬能材...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7018,"title":"東泰咨詢董梁沈新項(xiàng)目第一總監(jiān)辦試驗(yàn)室開展瀝青混合料馬歇爾穩(wěn)定度試驗(yàn)技術(shù)能力培訓(xùn)","shortTitle":"","img":"","createdAt":"2025-08-21T08:03:37.000Z","description":"為深入踐行董梁高速沈新項(xiàng)目百年品質(zhì)工程的建設(shè)理念,依托科學(xué)試驗(yàn)數(shù)據(jù)筑牢工程質(zhì)量根基,8月20日,山東東泰工程咨詢有限公司董梁沈新項(xiàng)目第一總監(jiān)辦試驗(yàn)室開展了瀝青混合料馬歇爾穩(wěn)定度試驗(yàn)技術(shù)能力培訓(xùn)。\n本次培訓(xùn)目的使參與人員全面掌握瀝青混合料馬歇爾穩(wěn)定度試驗(yàn)的原理、操作流程、數(shù)據(jù)處理及注意事項(xiàng),提高試驗(yàn)操作的規(guī)范性和準(zhǔn)確性,減少試驗(yàn)誤差,為瀝青路面工程質(zhì)量控制提供可靠的試驗(yàn)數(shù)據(jù)支持。\n培訓(xùn)采用理論講解與...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"}]

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