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擠密(mi)(mi)(mi)樁(zhuang)基施(shi)工(gong)(gong)(gong)(gong),灰土(tu)擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),環保(bao)擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),水泥(ni)土(tu)擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),素土(tu)擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),夯擴擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),沉管(guan)擠密(mi)(mi)(mi)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(shi)擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),擠密(mi)(mi)(mi)螺(luo)紋樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),鉆(zhan)孔灌注樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),軟土(tu)地(di)基施(shi)工(gong)(gong)(gong)(gong),灰土(tu)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),我公司主(zhu)營:擠密(mi)(mi)(mi)樁(zhuang)施(shi)工(gong)(gong)(gong)(gong),擠密(mi)(mi)(mi)樁(zhuang)工(gong)(gong)(gong)(gong)程(cheng)
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碎石樁的施(shi)工質量控(kong)制:
質量控制要求:
1、施工(gong)(gong)前根(gen)據(ju)工(gong)(gong)藝要求(qiu)設計進行工(gong)(gong)藝性試(shi)樁(zhuang),不少于(yu)2根(gen),以掌握對現場的制樁(zhuang)經驗及(ji)各種(zhong)操作(zuo)技術參數。
2、根據地面高(gao)程(cheng)和設計(ji)樁底高(gao)程(cheng)的關系(xi),在套管上(shang)畫上(shang)設計(ji)深度線,以保證直觀的觀察到套管的入土(tu)深度。
3、正式施(shi)工時,嚴格按照設(she)計樁(zhuang)長(chang)、樁(zhuang)徑、樁(zhuang)間(jian)(jian)距、碎(sui)石灌入(ru)量及試驗確定(ding)的樁(zhuang)管提升高度、擠密次(ci)數(shu)和留振時間(jian)(jian)、電機工作電流等施(shi)工參數(shu)進行(xing)施(shi)工,以確保擠密均勻(yun)和樁(zhuang)身的連續性。
4、法擠密(mi)應根據錘擊的能量,控制分(fen)段的填石(shi)量和成樁(zhuang)的長度。并按貫入度控制,保證樁(zhuang)身的連續性、密(mi)實性及(ji)其周圍土層(ceng)擠密(mi)后的均勻性。
5、實(shi)際灌入(ru)(ru)量(liang)沒(mei)有(you)達到設計用量(liang)要求(qiu)時(shi),應在原位將樁管打入(ru)(ru),補(bu)充(chong)灌碎石(shi)后復打一(yi)次,或在旁邊補(bu)樁一(yi)根。樁體在施工(gong)中必須確保連接、密實(shi)。
6、加(jia)料(liao)按分(fen)批加(jia)料(liao),控制數量,按少吃(chi)多餐原(yuan)則進(jin)行,每段樁體(ti)在沒有達到(dao)規定(ding)的密實度(du)時須(xu)繼(ji)續(xu)加(jia)料(liao)振實。
7、拔(ba)管速度不得過快(kuai),出碎石要充(chong)分,排(pai)石不暢時可適當提升(sheng)提升(sheng)高度。
8、碎石(shi)樁(zhuang)的施工順序應外圍向中(zhong)間進(jin)行(xing),或由一(yi)邊推(tui)向另一(yi)邊的方(fang)式施工。
9、樁(zhuang)體(ti)施工完畢(bi)后應將頂部松(song)散樁(zhuang)體(ti)挖(wa)除或壓(ya)實。
10、碎石樁(zhuang)施工完(wan)成檢查(cha)合格且符合設計要求后,方可(ke)進行下到工序(砂礫(li)石墊層)施工。
擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)基施(shi)工(gong)(gong)(gong)(gong),灰土擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),環保擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),水泥土擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),素土擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),夯擴擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),沉管擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),強(qiang)夯地(di)基施(shi)工(gong)(gong)(gong)(gong),碎石擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),擠(ji)密(mi)(mi)螺紋樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),鉆孔(kong)灌注樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),軟土地(di)基施(shi)工(gong)(gong)(gong)(gong),灰土樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),我公司主營:擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)施(shi)工(gong)(gong)(gong)(gong),擠(ji)密(mi)(mi)樁(zhuang)(zhuang)(zhuang)(zhuang)工(gong)(gong)(gong)(gong)程
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排水(shui)(shui)固結法(fa)。目前公(gong)路(lu)軟基(ji)的(de)(de)處理(li)要綜合考慮經濟(ji)適用、穩(wen)妥可行、施(shi)(shi)工簡便的(de)(de)方法(fa)。是(shi)排水(shui)(shui)固結,它通過在軟土(tu)地基(ji)設置的(de)(de)豎向(xiang)排水(shui)(shui)體,改變原有地基(ji)的(de)(de)邊界條件(jian),增加孔(kong)隙水(shui)(shui)的(de)(de)排除(chu)途(tu)徑,大大縮短了固結時(shi)間(jian),山西(xi)素土(tu)擠密樁施(shi)(shi)工單位,一般采(cai)用袋裝(zhuang)砂井和塑料(liao)排水(shui)(shui)板配合砂墊層來達到上(shang)述目的(de)(de)。
復合地基(ji)(ji)(ji)處(chu)理(li)(li)法(fa)。復合地基(ji)(ji)(ji)是用(yong)(yong)專(zhuan)門機械(xie)將固(gu)(gu)化(hua)劑(ji)、水泥、石灰或(huo)摻煤(mei)灰單一(yi)的(de)(de)或(huo)混合物噴出后,在(zai)地基(ji)(ji)(ji)深處(chu)就地與(yu)軟土(tu)(tu)(tu)(tu)強(qiang)制攪拌,利用(yong)(yong)固(gu)(gu)化(hua)劑(ji)和軟土(tu)(tu)(tu)(tu)間發生的(de)(de)一(yi)系列(lie)物理(li)(li)化(hua)學作用(yong)(yong),在(zai)原地基(ji)(ji)(ji)中形成強(qiang)度、剛度較大的(de)(de)加(jia)固(gu)(gu)樁(zhuang)體,同(tong)時也使(shi)樁(zhuang)周(zhou)土(tu)(tu)(tu)(tu)體性質得到改善,使(shi)樁(zhuang)體與(yu)樁(zhuang)間土(tu)(tu)(tu)(tu)體形成復合地基(ji)(ji)(ji)共同(tong)承擔外部荷載,可實現(xian)穩定(ding)條件下(xia)的(de)(de)快(kuai)速填(tian)土(tu)(tu)(tu)(tu)。這些(xie)加(jia)固(gu)(gu)土(tu)(tu)(tu)(tu)樁(zhuang),不考(kao)慮(lv)加(jia)固(gu)(gu)土(tu)(tu)(tu)(tu)樁(zhuang)加(jia)快(kuai)地基(ji)(ji)(ji)的(de)(de)排水固(gu)(gu)結速度和對地基(ji)(ji)(ji)的(de)(de)擠密作用(yong)(yong),僅考(kao)慮(lv)樁(zhuang)的(de)(de)置換作用(yong)(yong)、應(ying)力集中效應(ying),進而減少總沉降(jiang)量。加(jia)固(gu)(gu)土(tu)(tu)(tu)(tu)樁(zhuang)按施工(gong)劃(hua)分有拌和法(fa)和粉噴法(fa)。
擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)基(ji)施(shi)(shi)工(gong)(gong)(gong),灰土(tu)擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),環(huan)保擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),山西素土(tu)擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong)隊,水泥土(tu)擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),山西素土(tu)擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),素土(tu)擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),夯擴擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),沉管擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),強夯地基(ji)施(shi)(shi)工(gong)(gong)(gong),碎石擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)螺(luo)紋(wen)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),鉆孔灌注(zhu)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),軟(ruan)土(tu)地基(ji)施(shi)(shi)工(gong)(gong)(gong),灰土(tu)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),我公司主營:擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)施(shi)(shi)工(gong)(gong)(gong),擠(ji)(ji)密(mi)(mi)(mi)(mi)(mi)樁(zhuang)(zhuang)工(gong)(gong)(gong)程
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強夯試夯施工完(wan)后多(duo)久可以進(jin)行檢測
在建筑工(gong)程中,每一項施(shi)工(gong)完成后(hou)(hou)都要(yao)經過(guo)檢(jian)驗,檢(jian)測(ce)合(he)格后(hou)(hou)才能(neng)夠進行下一個(ge)項目的施(shi)工(gong)。強夯(hang)施(shi)工(gong)對的試夯(hang)也不例外(wai),進行強夯(hang)效(xiao)果檢(jian)測(ce)這(zhe)是對工(gong)程質量(liang)合(he)格與否的評定(ding),一般(ban)強夯(hang)試夯(hang)施(shi)工(gong)后(hou)(hou)一周左右就(jiu)可以進行檢(jian)測(ce)。
強夯試夯后的檢測辦法:
1、淺層平板(ban)靜載(zai)試(shi)驗(yan)。該辦法(fa)是(shi)比較常見的強(qiang)夯檢測辦法(fa),首要可以(yi)檢測出強(qiang)夯后(hou)地(di)基(ji)(ji)承載(zai)力能(neng)否到(dao)達規劃的要求。一般的做法(fa)為挖一個0.3-0.5m的坑(keng),找平后(hou)鋪(pu)上細沙,放置(zhi)一塊面積約(yue)1㎡的正方(fang)(fang)形或長方(fang)(fang)形鋼板(ban),將油壓千斤頂放置(zhi)于承壓板(ban)中部。試(shi)驗(yan)時在承壓板(ban)上的兩個對稱方(fang)(fang)位安(an)放行程為0-50mm的百(bai)分(fen)表(biao),固定和支承百(bai)分(fen)表(biao)的磁性(xing)表(biao)座吸附于長4m的基(ji)(ji)準梁上,基(ji)(ji)準梁的兩頭要裝置(zhi)安(an)穩,保證不受外(wai)界(jie)影響而發作(zuo)位移,然后(hou)經過調(diao)理磁性(xing)表(biao)座使百(bai)分(fen)表(biao)指針調(diao)至50mm方(fang)(fang)位,若試(shi)件由于受壓而沉(chen)降(jiang)百(bai)分(fen)表(biao)指針將移動指示沉(chen)降(jiang)值(zhi)。一般試(shi)驗(yan)時不僅只檢測是(shi)否可以(yi)到(dao)達合格規范,還會進行極限值(zhi)測驗(yan)。
2、室內土工(gong)試(shi)(shi)驗(yan)。室內土工(gong)試(shi)(shi)驗(yan)是指經(jing)過對夯后取樣,到試(shi)(shi)驗(yan)室進行相關(guan)的測驗(yan),并取得(de)巖土的物理性目標(biao)、力學性目標(biao)、滲(shen)透(tou)性目標(biao)以及動(dong)力性目標(biao)等的試(shi)(shi)驗(yan)作業(ye)。常(chang)見(jian)的目標(biao)有密實度(du)、含水量、孔隙比(bi)、比(bi)重、塑液限等
3、動(dong)力觸(chu)探。該辦法(fa)分為輕型(xing)動(dong)力觸(chu)探和重型(xing)動(dong)力觸(chu)探。現在比較(jiao)常(chang)見的(de)(de)(de)為重型(xing)動(dong)力觸(chu)探,該辦法(fa)是(shi)使(shi)用必(bi)(bi)定(ding)的(de)(de)(de)落錘(chui)質量,將(jiang)必(bi)(bi)定(ding)尺(chi)度、必(bi)(bi)定(ding)形狀的(de)(de)(de)探頭打(da)入(ru)土(tu)中(zhong),山西素土(tu)擠密樁施工(gong)(gong)(gong)費(fei)用,依據(ju)打(da)入(ru)的(de)(de)(de)難度,即貫(guan)入(ru)錘(chui)擊數,斷(duan)定(ding)土(tu)層稱(cheng)號及(ji)其工(gong)(gong)(gong)程性質。該試驗(yan)辦法(fa)可(ke)有用的(de)(de)(de)檢(jian)測出強夯施工(gong)(gong)(gong)后的(de)(de)(de)影響(xiang)深度。
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