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濟(jì)南大西環(huán)項(xiàng)目現(xiàn)場樁基施工質(zhì)量控制

2025-08-15 01:35:34  趙自龍 admin 閱讀(1580)

從去年八月份入職,來到濟(jì)南繞城高速二環(huán)線西環(huán)段項(xiàng)目已經(jīng)將近一年內(nèi)的時間了,樁基施工監(jiān)理是我這段時間中從事最多的一個旁站項(xiàng)目,下面是我總結(jié)的一些樁基施工質(zhì)量控制要點(diǎn)。

樁基施工前,首先要熟悉圖紙,牢記樁基的樁頂標(biāo)高、樁底標(biāo)高、樁長和樁徑,當(dāng)然也要牢記樁基所需要的鋼筋籠各個部位的長度和它的內(nèi)外直徑,并且還要了解樁基施工的工藝工法及施工流程。樁基施工采用旋挖鉆施工,首先施工前應(yīng)先進(jìn)行施工準(zhǔn)備(人員、機(jī)械設(shè)備、材料、工藝工法、環(huán)保等),然后進(jìn)行場地清理、測量放樣、樁基定位、埋設(shè)護(hù)筒、泥漿池開挖,護(hù)筒埋設(shè)完成后由測量人員對護(hù)筒進(jìn)行復(fù)測,定好中心點(diǎn),使護(hù)筒中心與樁基中心偏差不能超過5cm,當(dāng)然我們監(jiān)理人員在復(fù)核護(hù)筒時也需要在場進(jìn)行測量,記錄好護(hù)筒的標(biāo)高,并用卷尺從中心點(diǎn)測量到護(hù)筒的直徑看是否符合要求。

護(hù)筒埋設(shè)完成后,鉆機(jī)就位、校正,使起重滑輪、鉆頭或固定鉆桿的卡孔與護(hù)筒中心在一垂直線上,以保證鉆機(jī)的垂直度。鉆機(jī)位置偏差不大于2cm。然后制作泥漿,使泥漿池中的泥漿比重不小于1.2,(泥漿比重過低在鉆孔和清孔過程中起不到護(hù)壁的作用,容易導(dǎo)致塌孔)。泥漿制作完成后進(jìn)行鉆孔,在鉆進(jìn)過程中由現(xiàn)場技術(shù)員或者開鉆機(jī)的司機(jī)做好鉆孔記錄的填寫;鉆孔完成后,鉆機(jī)移位,現(xiàn)場技術(shù)員使用成孔檢測儀對孔深、孔徑和垂直度進(jìn)行檢測??咨畈坏眯∮谠O(shè)計(jì)應(yīng)鉆孔深、孔徑不得小于設(shè)計(jì)孔徑、垂直度不得大于設(shè)計(jì)要求1%。數(shù)據(jù)出來之后我們現(xiàn)場監(jiān)理人員應(yīng)對這些數(shù)據(jù)進(jìn)行記錄。

樁基成孔之后,接下來就該吊裝鋼筋籠,但是在吊裝鋼筋籠之前,得先由我們監(jiān)理人員對鋼筋籠的長度、主籠外徑、箍筋直徑、主筋間距、加強(qiáng)筋直徑、保護(hù)層距離和箍筋間距等進(jìn)行檢驗(yàn)。確認(rèn)無誤后,進(jìn)行下一道工序:鋼筋籠吊裝。

鋼筋籠安裝完成進(jìn)行下一道工序,吊裝、安放導(dǎo)管(施工前應(yīng)先檢測導(dǎo)管的氣密性)。導(dǎo)管下放時,導(dǎo)管低端應(yīng)距離樁底20~40cm。導(dǎo)管安裝完成、進(jìn)行二次清孔,將泥漿池的泥漿從導(dǎo)管打入,樁基里面泥漿流進(jìn)沉淀池如此循環(huán)。

二次清空完成后,用測繩再一次檢測孔深,看沉渣厚度是否滿足設(shè)計(jì)要求;并根據(jù)設(shè)計(jì)要求及規(guī)范對泥漿進(jìn)行檢測,泥漿比重在1.03~1.1,含砂率不得超過2%,黏度在17~20Pa·s。如果清孔之后檢測結(jié)果沒有達(dá)到要求,需要繼續(xù)清孔,直至達(dá)到設(shè)計(jì)要求及規(guī)范要求。符合要求后方可灌注水下混凝土。

混凝土罐車到達(dá)現(xiàn)場后應(yīng)對其坍落度進(jìn)行檢測,坍落度要求18~22cm,坍落度檢測完成后,由試驗(yàn)人員在現(xiàn)場制作混凝土試塊。為了灌注混凝土過程連續(xù),現(xiàn)場至少有三車混凝土才能進(jìn)行灌注,首次灌注混凝土必須用大料斗進(jìn)行灌注,以保證首盤混凝土能夠一次封底成功。第一車混凝土灌注最為重要,第一車混凝土灌注完成后要及時測量孔深(當(dāng)然每一車都要進(jìn)行測量),了解混凝土從底部上升了多少米,如果上升的高度大于理論高度太多,那么有可能下面發(fā)生了縮徑;如果上升的高度低于理論高度太多,那么有可能下面發(fā)生了擴(kuò)孔;在現(xiàn)場如遇見這兩種情況要及時做好記錄并上報專業(yè)監(jiān)理工程師。

混凝土灌注完成后,由現(xiàn)場技術(shù)員指揮吊車將護(hù)筒拔出,拔的時候盡量左右搖擺幅度不要太大,防止擾動樁頭超灌部分的混凝土。

以上總結(jié)可能會有錯誤和不足,我會在今后的工作中繼續(xù)學(xué)習(xí),改正錯誤,彌補(bǔ)不足,為建設(shè)品質(zhì)工程貢獻(xiàn)力量。

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article------>{"id":1954,"cid":20,"subCid":null,"title":"濟(jì)南大西環(huán)項(xiàng)目現(xiàn)場樁基施工質(zhì)量控制","shortTitle":null,"tagId":null,"attr":null,"articleView":null,"source":"趙自龍","author":"admin","description":"從去年八月份入職,來到濟(jì)南繞城高速二環(huán)線西環(huán)段項(xiàng)目已經(jīng)將近一年內(nèi)的時間了,樁基施工監(jiān)理是我這段時間中從事最多的一個旁站項(xiàng)目,下面是我總結(jié)的一些樁基施工質(zhì)量控制要點(diǎn)。樁基施工前,首先要熟悉圖紙,牢記樁基","img":"/public/uploads/material/2021-07-06/60e3afcc6f8a2_thumb.jpg","content":"<p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">從去年八月份入職,來到濟(jì)南繞城高速二環(huán)線西環(huán)段項(xiàng)目已經(jīng)將近一年內(nèi)的時間了,樁基施工監(jiān)理是我這段時間中從事最多的一個旁站項(xiàng)目,下面是我總結(jié)的一些樁基施工質(zhì)量控制要點(diǎn)。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">樁基施工前,首先要熟悉圖紙,牢記樁基的樁頂標(biāo)高、樁底標(biāo)高、樁長和樁徑,當(dāng)然也要牢記樁基所需要的鋼筋籠各個部位的長度和它的內(nèi)外直徑,并且還要了解樁基施工的工藝工法及施工流程。樁基施工采用旋挖鉆施工,首先施工前應(yīng)先進(jìn)行施工準(zhǔn)備(人員、機(jī)械設(shè)備、材料、工藝工法、環(huán)保等),然后進(jìn)行場地清理、測量放樣、樁基定位、埋設(shè)護(hù)筒、泥漿池開挖,護(hù)筒埋設(shè)完成后由測量人員對護(hù)筒進(jìn)行復(fù)測,定好中心點(diǎn),使護(hù)筒中心與樁基中心偏差不能超過5cm,當(dāng)然我們監(jiān)理人員在復(fù)核護(hù)筒時也需要在場進(jìn)行測量,記錄好護(hù)筒的標(biāo)高,并用卷尺從中心點(diǎn)測量到護(hù)筒的直徑看是否符合要求。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">護(hù)筒埋設(shè)完成后,鉆機(jī)就位、校正,使起重滑輪、鉆頭或固定鉆桿的卡孔與護(hù)筒中心在一垂直線上,以保證鉆機(jī)的垂直度。鉆機(jī)位置偏差不大于2cm。然后制作泥漿,使泥漿池中的泥漿比重不小于1.2,(泥漿比重過低在鉆孔和清孔過程中起不到護(hù)壁的作用,容易導(dǎo)致塌孔)。泥漿制作完成后進(jìn)行鉆孔,在鉆進(jìn)過程中由現(xiàn)場技術(shù)員或者開鉆機(jī)的司機(jī)做好鉆孔記錄的填寫;鉆孔完成后,鉆機(jī)移位,現(xiàn)場技術(shù)員使用成孔檢測儀對孔深、孔徑和垂直度進(jìn)行檢測??咨畈坏眯∮谠O(shè)計(jì)應(yīng)鉆孔深、孔徑不得小于設(shè)計(jì)孔徑、垂直度不得大于設(shè)計(jì)要求1%。數(shù)據(jù)出來之后我們現(xiàn)場監(jiān)理人員應(yīng)對這些數(shù)據(jù)進(jìn)行記錄。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">樁基成孔之后,接下來就該吊裝鋼筋籠,但是在吊裝鋼筋籠之前,得先由我們監(jiān)理人員對鋼筋籠的長度、主籠外徑、箍筋直徑、主筋間距、加強(qiáng)筋直徑、保護(hù)層距離和箍筋間距等進(jìn)行檢驗(yàn)。確認(rèn)無誤后,進(jìn)行下一道工序:鋼筋籠吊裝。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">鋼筋籠安裝完成進(jìn)行下一道工序,吊裝、安放導(dǎo)管(施工前應(yīng)先檢測導(dǎo)管的氣密性)。導(dǎo)管下放時,導(dǎo)管低端應(yīng)距離樁底20~40cm。導(dǎo)管安裝完成、進(jìn)行二次清孔,將泥漿池的泥漿從導(dǎo)管打入,樁基里面泥漿流進(jìn)沉淀池如此循環(huán)。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">二次清空完成后,用測繩再一次檢測孔深,看沉渣厚度是否滿足設(shè)計(jì)要求;并根據(jù)設(shè)計(jì)要求及規(guī)范對泥漿進(jìn)行檢測,泥漿比重在1.03~1.1,含砂率不得超過2%,黏度在17~20Pa·s。如果清孔之后檢測結(jié)果沒有達(dá)到要求,需要繼續(xù)清孔,直至達(dá)到設(shè)計(jì)要求及規(guī)范要求。符合要求后方可灌注水下混凝土。</span></span></span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><span style=\"margin: 0px; padding: 0px; font-size: 12pt; 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: 宋體;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">混凝土罐車到達(dá)現(xiàn)場后應(yīng)對其坍落度進(jìn)行檢測,坍落度要求18~22cm,坍落度檢測完成后,由試驗(yàn)人員在現(xiàn)場制作混凝土試塊。為了灌注混凝土過程連續(xù),現(xiàn)場至少有三車混凝土才能進(jìn)行灌注,首次灌注混凝土必須用大料斗進(jìn)行灌注,以保證首盤混凝土能夠一次封底成功。第一車混凝土灌注最為重要,第一車混凝土灌注完成后要及時測量孔深(當(dāng)然每一車都要進(jìn)行測量),了解混凝土從底部上升了多少米,如果上升的高度大于理論高度太多,那么有可能下面發(fā)生了縮徑;如果上升的高度低于理論高度太多,那么有可能下面發(fā)生了擴(kuò)孔;在現(xiàn)場如遇見這兩種情況要及時做好記錄并上報專業(yè)監(jiān)理工程師。</span></span></span> </span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><span style=\"margin: 0px; padding: 0px; font-size: 12pt; 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: 宋體;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">混凝土灌注完成后,由現(xiàn)場技術(shù)員指揮吊車將護(hù)筒拔出,拔的時候盡量左右搖擺幅度不要太大,防止擾動樁頭超灌部分的混凝土。</span></span></span></span></span></span></span></p><p style=\"margin: 0cm 0cm 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;\"><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: 25pt;\"><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: 1.8; font-family: Calibri, sans-serif;\"><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_GB2312;\"><span style=\"margin: 0px; padding: 0px; line-height: 1.8; color: rgb(34, 34, 34);\">以上總結(jié)可能會有錯誤和不足,我會在今后的工作中繼續(xù)學(xué)習(xí),改正錯誤,彌補(bǔ)不足,為建設(shè)品質(zhì)工程貢獻(xiàn)力量。</span></span></span></span></span></span></span></span></p><p style=\"text-align:center\"><img src=\"/public/uploads/ueditor/image/20210706/A-8/1625534429926818.jpg\" title=\"1625534429926818.jpg\" alt=\"fileUpload.jpg\"/></p><p style=\"text-align:center\"><img src=\"/public/uploads/ueditor/image/20210706/A-8/1625534432726591.jpg\" title=\"1625534432726591.jpg\" alt=\"fileUpload (1).jpg\"/></p><p><br/></p>","orderBy":null,"status":0,"pv":1580,"link":null,"createdAt":"2021-07-06 09:20:37","updatedAt":"2025-08-15 01:35:34","department":null,"field":{},"tags":[]}

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news------>[{"id":7011,"title":"東泰咨詢董梁沈新高速二標(biāo)卻坡大橋箱梁架設(shè)圓滿完成","shortTitle":"","img":"","createdAt":"2025-08-15T08:44:46.000Z","description":"8月14日,山東東泰工程咨詢有限公司監(jiān)理的董梁高速沈新項(xiàng)目二合同卻坡大橋最后一片箱梁成功架設(shè),標(biāo)志著這座關(guān)鍵大橋?qū)崿F(xiàn)完全貫通。這一重要進(jìn)展,為項(xiàng)目后續(xù)的路基連片以及路面施工的順利開展奠定了堅(jiān)實(shí)基礎(chǔ)。?\n卻坡大橋作為董梁高速沈新項(xiàng)目的重要組成部分,肩負(fù)著連接西莊大橋和五蓮南互通立交的重任,更是當(dāng)前路面施工能否實(shí)現(xiàn)連片的關(guān)鍵所在。該橋共計(jì)16跨,主體采用30米、40米預(yù)制箱梁簡支變連續(xù)結(jié)構(gòu),其中包含9...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7010,"title":"東泰咨詢沂源縣刁石路改造提升工程瀝青下面層攤鋪順利完成","shortTitle":"","img":"","createdAt":"2025-08-15T06:13:02.000Z","description":"近日,由山東東泰工程咨詢有限公司監(jiān)理的刁石路改造提升(罩面)工程傳來捷報道路瀝青下面層攤鋪工作已全面完成,該工程全長8.502km,原有路面為水泥混凝土路面,路面寬度6/5.5m,部分路段存在裂縫、破碎板、坑槽等病害,平整度較差,道路服務(wù)水平大大降低,嚴(yán)重影響了沿線居民的生產(chǎn)生活出行需求,為提高道路服務(wù)水平,提升路容路貌,亟需對本項(xiàng)目道路進(jìn)行改造提升。\n自瀝青下面層攤鋪工作啟動以來,山東東泰工程咨...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7009,"title":"東泰咨詢經(jīng)十路東延工程第一總監(jiān)辦開展安全環(huán)保培訓(xùn),筑牢工程建設(shè)底線","shortTitle":"","img":"","createdAt":"2025-08-15T03:09:52.000Z","description":"為進(jìn)一步強(qiáng)化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)第一總監(jiān)辦所有監(jiān)理人員的安全與環(huán)保意識,提升項(xiàng)目管理水平,2025年8月13日,東泰咨詢S509及G309改建工程(經(jīng)十路東延)第一總監(jiān)辦在一樓會議室組織全體監(jiān)理人員進(jìn)行了八月份安全環(huán)保培訓(xùn)。此次培訓(xùn)由總監(jiān)理工程師主持,旨在為工程建設(shè)營造穩(wěn)定的安全與環(huán)保環(huán)境,確保項(xiàng)目順利推進(jìn)。\n培訓(xùn)會上,總監(jiān)理工程師圍繞工程施工中的各類安...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7008,"title":"廣西區(qū)交通運(yùn)輸廳對東泰咨詢監(jiān)理的廣西全灌高速項(xiàng)目實(shí)施平安工地考核監(jiān)督抽查行動","shortTitle":"","img":"","createdAt":"2025-08-13T03:10:57.000Z","description":"為進(jìn)一步深化廣西區(qū)交通運(yùn)輸領(lǐng)域安全生產(chǎn)管理,確保平安工地建設(shè)活動有效推進(jìn),廣西區(qū)交通運(yùn)輸廳于2025年8月11日下午15:00,對山東東泰工程咨詢有限公司監(jiān)理的廣西全灌高速公路項(xiàng)目開展平安工地考核監(jiān)督抽查工作。\n廣西區(qū)交通運(yùn)輸廳召開2025年平安工地考核預(yù)備會,明確本次監(jiān)督抽查的目的、意義及要求,成立了相應(yīng)的監(jiān)督抽查小組。各參建單位根據(jù)會議要求,認(rèn)真開展自查自糾工作,確?;A(chǔ)內(nèi)業(yè)資料的完整性和準(zhǔn)確...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7007,"title":"東泰咨詢安鶴高速一標(biāo)段瀝青中面層試驗(yàn)段順利鋪筑","shortTitle":"","img":"","createdAt":"2025-08-12T07:03:44.000Z","description":"8月11日,由山東東泰工程咨詢有限公司監(jiān)理的安鶴高速一標(biāo)段瀝青路面中面層試驗(yàn)段成功鋪筑。這一重要節(jié)點(diǎn)的完成,標(biāo)志著該標(biāo)段正式進(jìn)入瀝青中面層施工階段,為項(xiàng)目建設(shè)推進(jìn)邁出了關(guān)鍵一步。\n本次瀝青中面層試驗(yàn)段位于左幅LK11+880-LK12+680處,全長800米,路面寬度11.25米,瀝青中面層設(shè)計(jì)厚度為6厘米。施工過程中,作業(yè)現(xiàn)場采用1臺攤鋪機(jī)進(jìn)行攤鋪,搭配3臺14T雙鋼輪壓路機(jī)與2臺30t膠輪壓路...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7006,"title":"“烈日送清涼、關(guān)懷沁人心”----東泰咨詢濟(jì)微高速一駐地辦開展夏送清涼活動","shortTitle":"","img":"","createdAt":"2025-08-11T03:13:35.000Z","description":"在持續(xù)35℃以上的高溫天氣中,為切實(shí)做好高溫防暑降溫工作,保障員工在高溫天氣下的身體健康與生命安全,2025年8月8日,山東東泰工程咨詢有限公司濟(jì)微高速一駐地辦工會開展\"夏日送清涼\"活動,為奮戰(zhàn)在一線的員工送去滿滿的關(guān)懷和防暑降溫物資。\n東泰咨詢濟(jì)微高速一駐地辦將防暑用品的\"清涼禮包\"送到員工手中,將物品分發(fā)給大家同時,并叮囑大家合理安排工作與休息時間的重要性,防止高溫中暑,以保障每位員工的身心健...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7005,"title":"淄博市交通建設(shè)發(fā)展中心領(lǐng)導(dǎo)率檢查組一行蒞臨東泰咨詢S22河辛線路面改造工程現(xiàn)場","shortTitle":"","img":"","createdAt":"2025-08-11T03:11:03.000Z","description":"淄博市交通建設(shè)發(fā)展中心領(lǐng)導(dǎo)率檢查組一行深入山東東泰工程咨詢有限公司監(jiān)理的S227河辛線臨淄區(qū)廣饒縣界至G233路口段路面改造工程現(xiàn)場,開展專項(xiàng)督導(dǎo)檢查,淄川和臨淄分中心領(lǐng)導(dǎo)陪同。此次督導(dǎo)旨在精準(zhǔn)把控工程關(guān)鍵節(jié)點(diǎn),強(qiáng)化質(zhì)量安全管控,為項(xiàng)目高質(zhì)量推進(jìn)提供堅(jiān)實(shí)保障。督導(dǎo)組一行抵達(dá)項(xiàng)目后,立即展開細(xì)致踏勘。在施工現(xiàn)場,檢查組重點(diǎn)察看了病害處理、瀝青面層攤鋪、新舊路面銜接等核心工序的施工質(zhì)量與工藝規(guī)范性。中...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7004,"title":"高原激戰(zhàn)譜新篇----東泰咨詢別迭里口岸公路建設(shè)項(xiàng)目啟動“大干100天”攻堅(jiān)行動","shortTitle":"","img":"","createdAt":"2025-08-11T03:08:58.000Z","description":"2025年8月由山東東泰工程咨詢有限公司參與監(jiān)理的新疆別迭里口岸公路建設(shè)項(xiàng)目正式啟動\"大干100天\"攻堅(jiān)行動。作為新疆十四五綜合交通規(guī)劃重點(diǎn)工程,項(xiàng)目連接中吉邊境,承載著筑牢邊疆安全屏障、助推絲綢之路經(jīng)濟(jì)帶建設(shè)的戰(zhàn)略使命。當(dāng)前,參與項(xiàng)目建設(shè)的各家單位正以環(huán)境惡劣斗志不減,地質(zhì)復(fù)雜標(biāo)準(zhǔn)不降的拼搏精神,向2025年度建設(shè)目標(biāo)發(fā)起沖刺。\n&zwnj;誓師大會吹響號角&zwnj;:指揮部組織全體參建單位舉...","orderBy":null,"pinyin":"jicengdongtai","name":"基層動態(tài)","path":"/xinwenzhongxin/jicengdongtai"},{"id":7003,"title":"東泰咨詢新疆別迭里口岸公路建設(shè)項(xiàng)目駐地辦組織學(xué)習(xí)總公司2025年上半年工作報告","shortTitle":"","img":"","createdAt":"2025-08-11T03:06:01.000Z","description":"為全面落實(shí)學(xué)習(xí)山東東泰工程咨詢有限公司2025年上半年工作會議精神,2025年8月8日,新疆別迭里口岸公路建設(shè)項(xiàng)目負(fù)責(zé)人房曉榮同志組織全體監(jiān)理人員傳達(dá)學(xué)習(xí)。\n首先學(xué)習(xí)總公司關(guān)于2025年上半年工作考核結(jié)果的通報,主要從綜合管理能力、企業(yè)文化落地三體系認(rèn)證的執(zhí)行力,各項(xiàng)制度制定及貫徹落實(shí)情況,工作管理效能和工作過程管控能力,考核企業(yè)經(jīng)營發(fā)展的核心競爭力,科技創(chuàng)新管理、工作能力和創(chuà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