擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)基(ji)施(shi)工(gong)(gong)(gong)(gong)，灰(hui)土(tu)擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，環保擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，水泥土(tu)擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，素(su)土(tu)擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，夯擴擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，灰(hui)土(tu)擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)報(bao)價，沉管擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，強夯地(di)基(ji)施(shi)工(gong)(gong)(gong)(gong)，碎石(shi)擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，擠(ji)(ji)密(mi)(mi)(mi)螺紋樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，鉆孔灌注樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，軟土(tu)地(di)基(ji)施(shi)工(gong)(gong)(gong)(gong)，灰(hui)土(tu)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，我公司(si)主營(ying)：擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong)，擠(ji)(ji)密(mi)(mi)(mi)樁(zhuang)(zhuang)工(gong)(gong)(gong)(gong)程

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臨邊防護

　1、臨邊防護欄(lan)桿(gan)采(cai)用鋼(gang)管欄(lan)桿(gan)及(ji)欄(lan)桿(gan)柱(zhu)均采(cai)用Φ48×3.5mm的管材，以扣件或電(dian)焊固定(ding)。

　2、防護欄桿由2道橫桿及欄桿柱(zhu)組成(cheng)，上橫桿離地(di)高度(du)為1.2m，下橫桿桿離地(di)高度(du)為0.6m，立桿總(zong)長(chang)度(du)1.7m，埋入地(di)下0.5m，立桿間距2m。

　3、防護(hu)欄桿必須(xu)自上而(er)下(xia)用安全(quan)立網封(feng)閉。

　4、所(suo)有護欄用紅白油(you)漆(qi)(qi)刷上醒(xing)目(mu)的警(jing)示色(se)，鋼管紅白油(you)漆(qi)(qi)間距為20cm，基坑一(yi)側按刷坡設4m寬的安全通道，并懸掛提示標志，護欄周圍懸掛“禁止(zhi)翻越”“當(dang)心墜落(luo)”等禁止(zhi)、警(jing)告標志。

　5、基坑(keng)周(zhou)圍應明確警(jing)示堆放(fang)的鋼筋材料不(bu)得超越基坑(keng)邊3m范圍警(jing)戒(jie)線，基坑(keng)戒(jie)線內嚴禁堆放(fang)一切材料。

　6、基坑施工必須按要求(qiu)進行(xing)，具(ju)體臨(lin)邊防(fang)護(hu)要求(qiu)按“三寶四口(kou)五臨(lin)邊”的(de)管控要求(qiu)執行(xing)。

　7、基(ji)坑開挖深度(du)超過2m時，建(jian)議(yi)在(zai)欄桿式防護(hu)的基(ji)礎上加密(mi)目式安全網防護(hu)。

　8、挖(wa)掘機(ji)的(de)履帶前端到挖(wa)掘坑邊宜(yi)保(bao)持(chi)1.5m距離(li)(li)，渣土(tu)車始(shi)終在挖(wa)掘機(ji)的(de)后(hou)方等(deng)待裝土(tu)，離(li)(li)邊坡保(bao)持(chi)6m以(yi)上的(de)距離(li)(li)，以(yi)消除由(you)于(yu)施工機(ji)械作業對樁與邊坡產(chan)生的(de)側向擠土(tu)壓力。遇特別軟弱部位時(shi)，機(ji)械應(ying)鋪鋼板(ban)行走。

　9、挖掘機一次(ci)性挖至(zhi)基底(di)及邊(bian)坡應(ying)預留150mm厚土層，再采用(yong)人工清底(di)、修坡、找平(ping)，以保證基底(di)標高和邊(bian)坡坡度正確，避免超挖和土層遭受擾動。

擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)基施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，灰(hui)(hui)(hui)土擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，環保擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，水泥土擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，素土擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，永濟灰(hui)(hui)(hui)土擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，夯擴(kuo)擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，沉管擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，強夯地(di)基施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，碎石擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，擠(ji)密(mi)(mi)(mi)(mi)螺紋樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，鉆孔(kong)灌(guan)注樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，軟土地(di)基施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，灰(hui)(hui)(hui)土樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，我公司主營(ying)：擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)施(shi)(shi)(shi)工(gong)(gong)(gong)(gong)，擠(ji)密(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)(zhuang)工(gong)(gong)(gong)(gong)程

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強夯(hang)施工的(de)特(te)點(dian)有哪(na)些

眾所周知(zhi)工(gong)(gong)(gong)程建設采用強(qiang)夯(hang)機(ji)作為(wei)地基(ji)施(shi)工(gong)(gong)(gong)的(de)(de)(de)基(ji)礎(chu)，已(yi)經成為(wei)了(le)現(xian)如今長期(qi)施(shi)工(gong)(gong)(gong)和提(ti)(ti)高加工(gong)(gong)(gong)效(xiao)率(lv)的(de)(de)(de)重要(yao)方法(fa)，而(er)強(qiang)夯(hang)施(shi)工(gong)(gong)(gong)的(de)(de)(de)方法(fa)提(ti)(ti)高了(le)裝置(zhi)的(de)(de)(de)沖擊力，25米灰土擠密樁施(shi)工(gong)(gong)(gong)，能夠有效(xiao)的(de)(de)(de)提(ti)(ti)升機(ji)械傳動的(de)(de)(de)質(zhi)量，讓施(shi)工(gong)(gong)(gong)的(de)(de)(de)效(xiao)率(lv)和施(shi)工(gong)(gong)(gong)的(de)(de)(de)品質(zhi)得(de)到整(zheng)體的(de)(de)(de)提(ti)(ti)升，而(er)強(qiang)夯(hang)施(shi)工(gong)(gong)(gong)作為(wei)一種獨有的(de)(de)(de)施(shi)工(gong)(gong)(gong)模(mo)式本身也具備這(zhe)些方面顯(xian)著(zhu)的(de)(de)(de)特點(dian)。

1.啟動(dong)能(neng)力(li)更加穩固，操作更加快捷

在(zai)目(mu)前(qian)我(wo)國強(qiang)夯施(shi)(shi)工(gong)(gong)(gong)(gong)設備的(de)(de)(de)(de)(de)(de)不斷改進之下，其(qi)機械傳動的(de)(de)(de)(de)(de)(de)起動機裝(zhuang)置(zhi)(zhi)滿足了各(ge)方面工(gong)(gong)(gong)(gong)程(cheng)的(de)(de)(de)(de)(de)(de)基(ji)(ji)本需要(yao)，而強(qiang)夯施(shi)(shi)工(gong)(gong)(gong)(gong)價(jia)格和(he)(he)各(ge)方面的(de)(de)(de)(de)(de)(de)模(mo)式已經成為(wei)了現今強(qiang)夯施(shi)(shi)工(gong)(gong)(gong)(gong)設備的(de)(de)(de)(de)(de)(de)顯著特點，在(zai)其(qi)裝(zhuang)置(zhi)(zhi)的(de)(de)(de)(de)(de)(de)應用之中能夠(gou)以較小的(de)(de)(de)(de)(de)(de)重(zhong)量吊起較重(zhong)的(de)(de)(de)(de)(de)(de)行垂，其(qi)本身的(de)(de)(de)(de)(de)(de)啟(qi)動模(mo)式更加穩定(ding)，以更好的(de)(de)(de)(de)(de)(de)加固工(gong)(gong)(gong)(gong)藝(yi)維持(chi)了其(qi)重(zhong)疊性(xing)和(he)(he)夯實的(de)(de)(de)(de)(de)(de)位置(zhi)(zhi)。基(ji)(ji)于這種(zhong)強(qiang)夯施(shi)(shi)工(gong)(gong)(gong)(gong)穩定(ding)的(de)(de)(de)(de)(de)(de)結構和(he)(he)相應的(de)(de)(de)(de)(de)(de)施(shi)(shi)工(gong)(gong)(gong)(gong)模(mo)式，實現了有效(xiao)的(de)(de)(de)(de)(de)(de)啟(qi)動和(he)(he)相應能源的(de)(de)(de)(de)(de)(de)控制，確(que)保其(qi)操作的(de)(de)(de)(de)(de)(de)順暢性(xing)和(he)(he)安全性(xing)。

2.本身的壓力值和夯(hang)實(shi)能力

就目前我(wo)國強(qiang)(qiang)路施(shi)工(gong)的(de)(de)(de)(de)(de)模式和(he)相(xiang)應(ying)(ying)的(de)(de)(de)(de)(de)機械裝置(zhi)可以發現，強(qiang)(qiang)夯(hang)(hang)施(shi)工(gong)的(de)(de)(de)(de)(de)通常具備(bei)圓形(xing)的(de)(de)(de)(de)(de)底面形(xing)式并(bing)且按照土質型號實現了不同的(de)(de)(de)(de)(de)壓力，我(wo)國湖北強(qiang)(qiang)夯(hang)(hang)施(shi)工(gong)對本身(shen)裝置(zhi)地面的(de)(de)(de)(de)(de)排氣孔和(he)相(xiang)應(ying)(ying)的(de)(de)(de)(de)(de)透氣裝置(zhi)更加(jia)穩定，灰土擠密樁施(shi)工(gong)租賃價格，能夠及時的(de)(de)(de)(de)(de)進行(xing)壓制和(he)更好(hao)的(de)(de)(de)(de)(de)處理，讓這種強(qiang)(qiang)夯(hang)(hang)施(shi)工(gong)能夠擁有(you)更好(hao)的(de)(de)(de)(de)(de)執(zhi)行(xing)基礎，并(bing)且保證夯(hang)(hang)實的(de)(de)(de)(de)(de)能力更加(jia)穩定。

總而言之強(qiang)夯(hang)(hang)施工(gong)(gong)作為(wei)一種(zhong)強(qiang)大的(de)(de)處理方式本身的(de)(de)工(gong)(gong)藝模式和(he)(he)相應(ying)的(de)(de)技(ji)術指標(biao)適應(ying)了不同地(di)(di)區的(de)(de)環境，而人(ren)工(gong)(gong)土(tu)地(di)(di)地(di)(di)基復雜的(de)(de)環境用這種(zhong)強(qiang)夯(hang)(hang)施工(gong)(gong)的(de)(de)方法(fa)，更需要關注這種(zhong)施工(gong)(gong)模式的(de)(de)安全性(xing)，通過地(di)(di)基強(qiang)夯(hang)(hang)施工(gong)(gong)的(de)(de)模式及時(shi)的(de)(de)進行技(ji)術調(diao)整，讓(rang)這種(zhong)強(qiang)夯(hang)(hang)施工(gong)(gong)的(de)(de)產品和(he)(he)相應(ying)地(di)(di)基建設(she)的(de)(de)質量更加穩定。

擠(ji)密樁(zhuang)基施(shi)工(gong)(gong)(gong)(gong)，灰(hui)土(tu)(tu)擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，環保擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，水泥土(tu)(tu)擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，素土(tu)(tu)擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，夯擴擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，沉管擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，強(qiang)夯地(di)基施(shi)工(gong)(gong)(gong)(gong)，碎(sui)石擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，擠(ji)密螺紋樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，鉆孔灌(guan)注樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，軟土(tu)(tu)地(di)基施(shi)工(gong)(gong)(gong)(gong)，灰(hui)土(tu)(tu)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，我公司主(zhu)營(ying)：擠(ji)密樁(zhuang)施(shi)工(gong)(gong)(gong)(gong)，擠(ji)密樁(zhuang)工(gong)(gong)(gong)(gong)程

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強夯施工(gong)現場監控(kong)要求有哪(na)些？

強夯法用(yong)大噸位(10～40t)夯錘，反(fan)復起吊至(zhi)高處(6～30m)使其自由下落，給地(di)(di)基以(yi)沖(chong)擊和(he)振動(dong)能量，將地(di)(di)基土夯實的地(di)(di)基處理方法。

1、開夯前(qian)檢查錘(chui)重和落距，以確(que)保的單擊夯擊能(neng)量符合設計要求;

2、強夯(hang)施工過程中，按照要求(qiu)記(ji)錄下每次夯(hang)擊時(shi)候夯(hang)錘(chui)重量(liang)，落距(ju)、夯(hang)點(dian)間距(ju)、填(tian)筑路基高度、夯(hang)擊面積、每坑的夯(hang)擊點(dian)數，并(bing)用(yong)水(shui)準儀檢測(ce)并(bing)記(ji)錄每錘(chui)夯(hang)擊沉降量(liang)。每批夯(hang)擊完成后(hou)，測(ce)量(liang)場地的夯(hang)沉量(liang)并(bing)做好記(ji)錄。

3、在每遍夯(hang)(hang)擊前，對夯(hang)(hang)點放線進行復(fu)核(he)，夯(hang)(hang)完后檢查夯(hang)(hang)坑位置，發現(xian)偏(pian)差(cha)或漏(lou)夯(hang)(hang)應及時糾正(zheng);

4、施(shi)工(gong)期間應對高填方(fang)路基邊坡的(de)穩(wen)定性(xing)進行(xing)動態(tai)監測(ce)，如(ru)遇(yu)險情(qing)，則應立即停止(zhi)施(shi)工(gong)，另行(xing)采取相應措施(shi)處理。

施工觀(guan)(guan)測(ce)(ce)位移樁(zhuang)埋(mai)設于路(lu)(lu)(lu)肩下的路(lu)(lu)(lu)基(ji)頂面(mian)及路(lu)(lu)(lu)堤平臺和路(lu)(lu)(lu)堤坡(po)腳(jiao)外(wai)1米位置，每隔50米布置，施工觀(guan)(guan)測(ce)(ce)頻(pin)率：一(yi)般情況，每10天觀(guan)(guan)測(ce)(ce)一(yi)次(ci)，要求(qiu)雨后1-5天，每天觀(guan)(guan)測(ce)(ce)一(yi)次(ci)。變(bian)形觀(guan)(guan)測(ce)(ce)包括水平位移觀(guan)(guan)測(ce)(ce)及高程觀(guan)(guan)測(ce)(ce)，使(shi)用(yong)全(quan)站儀進行觀(guan)(guan)測(ce)(ce)。