該發明涉(she)及現澆混凝土鉆孔(kong)灌注樁施(shi)工。

背景技術：

1、樁(zhuang)(zhuang)基(ji)(ji)中(zhong)鋼筋(jin)籠(long)與(yu)樁(zhuang)(zhuang)中(zhong)心偏(pian)(pian)位（偏(pian)(pian)心）數值要控(kong)制(zhi)在5cm以內，在實際施工中(zhong)，由(you)于(yu)(yu)各種要素的(de)疊加，會出現(xian)(xian)嚴重的(de)超(chao)標現(xian)(xian)象，即，會出現(xian)(xian)樁(zhuang)(zhuang)基(ji)(ji)中(zhong)鋼筋(jin)籠(long)與(yu)樁(zhuang)(zhuang)中(zhong)心偏(pian)(pian)位數值遠大于(yu)(yu)5cm的(de)情況，這屬于(yu)(yu)施工質(zhi)量不合(he)格。

2、根據偏(pian)位(wei)(wei)位(wei)(wei)置的(de)(de)不(bu)同，又可以分為整(zheng)體偏(pian)位(wei)(wei)和局部(bu)(bu)偏(pian)位(wei)(wei)，其中(zhong)(zhong)的(de)(de)整(zheng)體偏(pian)位(wei)(wei)現(xian)象是指，鋼(gang)筋(jin)籠(long)的(de)(de)中(zhong)(zhong)心軸向(xiang)與樁(zhuang)孔中(zhong)(zhong)心軸向(xiang)自上而下整(zheng)體發(fa)(fa)生(sheng)偏(pian)位(wei)(wei)，參考圖1。局部(bu)(bu)偏(pian)位(wei)(wei)是指，僅僅鋼(gang)筋(jin)籠(long)的(de)(de)下半段發(fa)(fa)生(sheng)偏(pian)位(wei)(wei)。這兩(liang)種偏(pian)位(wei)(wei)的(de)(de)發(fa)(fa)生(sheng)，都會嚴(yan)重的(de)(de)影響樁(zhuang)基的(de)(de)承載能(neng)力。

3、經過分(fen)析(xi)，影(ying)響樁(zhuang)基中(zhong)鋼(gang)筋籠與樁(zhuang)中(zhong)心偏位超標(biao)的原(yuan)因包括：

4、(1)、鋼筋籠入樁孔(kong)后初始定位不(bu)精確。

5、(2)、澆筑過程中(zhong)鋼筋(jin)籠上浮并水平移(yi)位，造成施(shi)工中(zhong)的位置(zhi)改變(bian)。

6、現有的鉆孔灌注(zhu)樁(zhuang)鋼(gang)(gang)筋籠(long)(long)(long)居(ju)中(zhong)定位技(ji)術，僅僅能(neng)夠保(bao)證(zheng)鋼(gang)(gang)筋籠(long)(long)(long)在(zai)入樁(zhuang)初期的居(ju)中(zhong)滿足要(yao)求(qiu)，即，在(zai)鋼(gang)(gang)筋籠(long)(long)(long)下(xia)方的過程中(zhong)，保(bao)證(zheng)樁(zhuang)基中(zhong)鋼(gang)(gang)筋籠(long)(long)(long)與樁(zhuang)中(zhong)心的一致性(xing)滿足規范要(yao)求(qiu)，沒有解決(jue)澆筑過程中(zhong)鋼(gang)(gang)筋籠(long)(long)(long)上浮并水平移位而造成的鋼(gang)(gang)筋籠(long)(long)(long)位置(zhi)改變問題。

7、例如，cn218204334u公開了一(yi)種建筑(zhu)工程施工用(yong)鋼(gang)(gang)筋(jin)(jin)(jin)籠(long)(long)定(ding)(ding)(ding)位(wei)裝置(zhi)(zhi)，裝置(zhi)(zhi)底座的頂部(bu)設(she)(she)置(zhi)(zhi)有左定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)和(he)右(you)定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)，所(suo)述(shu)左定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)和(he)右(you)定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)的兩端均(jun)分別(bie)固定(ding)(ding)(ding)連(lian)接有連(lian)接部(bu)，所(suo)述(shu)連(lian)接部(bu)的內部(bu)設(she)(she)有緊固螺(luo)栓，所(suo)述(shu)左定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)和(he)右(you)定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)內部(bu)均(jun)分別(bie)螺(luo)紋連(lian)接有調節螺(luo)桿。本實用(yong)新型通(tong)過(guo)左定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)、右(you)定(ding)(ding)(ding)位(wei)卡(ka)(ka)箍(gu)(gu)(gu)以及(ji)與鋼(gang)(gang)筋(jin)(jin)(jin)籠(long)(long)接觸的弧形(xing)限位(wei)夾塊和(he)限位(wei)滾輪等(deng)的配合可對鋼(gang)(gang)筋(jin)(jin)(jin)籠(long)(long)起到一(yi)定(ding)(ding)(ding)的防偏定(ding)(ding)(ding)位(wei)作用(yong)，使(shi)鋼(gang)(gang)筋(jin)(jin)(jin)籠(long)(long)較好(hao)地被限定(ding)(ding)(ding)在該裝置(zhi)(zhi)內，避免(mian)鋼(gang)(gang)筋(jin)(jin)(jin)籠(long)(long)下(xia)放過(guo)程中出現較大晃動(dong)偏移。

技術實現思路

1、為了解(jie)決現(xian)(xian)有(you)技術的不足，本發明(ming)提供一種鉆(zhan)孔灌注樁(zhuang)鋼筋籠(long)居(ju)中定位裝置及(ji)其(qi)施工工法，用于(yu)解(jie)決鋼筋籠(long)在樁(zhuang)孔中下放及(ji)混凝(ning)土(tu)澆筑過程中可(ke)能出現(xian)(xian)的鋼筋籠(long)與(yu)樁(zhuang)中心(xin)偏位超過設計規范尺寸的問題。

2、本發明解決其技術(shu)(shu)問題所采用的技術(shu)(shu)方案為(wei)：

3、鉆(zhan)孔(kong)灌(guan)注樁(zhuang)鋼筋(jin)籠居中(zhong)定(ding)(ding)位現(xian)澆施工(gong)工(gong)法，其特征在(zai)于，該(gai)(gai)(gai)施工(gong)工(gong)法基于鉆(zhan)孔(kong)灌(guan)注樁(zhuang)鋼筋(jin)籠居中(zhong)定(ding)(ding)位裝(zhuang)置進(jin)行(xing)(xing)(xing)施工(gong)，該(gai)(gai)(gai)鉆(zhan)孔(kong)灌(guan)注樁(zhuang)鋼筋(jin)籠居中(zhong)定(ding)(ding)位裝(zhuang)置包(bao)括(kuo)地(di)面(mian)的提升(sheng)設(she)(she)備、空氣(qi)(qi)(qi)壓縮機(ji)和(he)安裝(zhuang)在(zai)樁(zhuang)孔(kong)內(nei)的定(ding)(ding)位組(zu)(zu)件(jian)，提升(sheng)設(she)(she)備通(tong)過鋼絲繩連接(jie)定(ding)(ding)位組(zu)(zu)件(jian)，空氣(qi)(qi)(qi)壓縮機(ji)對定(ding)(ding)位組(zu)(zu)件(jian)進(jin)行(xing)(xing)(xing)供壓縮氣(qi)(qi)(qi)體(ti)，所(suo)述定(ding)(ding)位組(zu)(zu)件(jian)包(bao)括(kuo)環(huan)(huan)形(xing)(xing)鋼板、環(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)囊、環(huan)(huan)形(xing)(xing)骨(gu)架(jia)、彈性支架(jia)、電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)，其中(zhong)，在(zai)該(gai)(gai)(gai)環(huan)(huan)形(xing)(xing)鋼板的內(nei)側焊接(jie)兩道環(huan)(huan)形(xing)(xing)骨(gu)架(jia)，在(zai)環(huan)(huan)形(xing)(xing)鋼板的外側固定(ding)(ding)安裝(zhuang)環(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)囊，該(gai)(gai)(gai)環(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)囊具有充(chong)(chong)氣(qi)(qi)(qi)口和(he)放(fang)氣(qi)(qi)(qi)口，該(gai)(gai)(gai)充(chong)(chong)氣(qi)(qi)(qi)口處(chu)(chu)安裝(zhuang)電(dian)(dian)(dian)(dian)(dian)磁(ci)控(kong)(kong)制閥(fa)并通(tong)過氣(qi)(qi)(qi)管和(he)電(dian)(dian)(dian)(dian)(dian)纜線與(yu)(yu)地(di)面(mian)處(chu)(chu)的空氣(qi)(qi)(qi)壓縮機(ji)進(jin)行(xing)(xing)(xing)連接(jie)，通(tong)過該(gai)(gai)(gai)空氣(qi)(qi)(qi)壓縮機(ji)向(xiang)電(dian)(dian)(dian)(dian)(dian)磁(ci)控(kong)(kong)制閥(fa)控(kong)(kong)制的環(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)囊充(chong)(chong)氣(qi)(qi)(qi)，放(fang)氣(qi)(qi)(qi)口安裝(zhuang)電(dian)(dian)(dian)(dian)(dian)磁(ci)控(kong)(kong)制閥(fa)并通(tong)過放(fang)氣(qi)(qi)(qi)管和(he)電(dian)(dian)(dian)(dian)(dian)纜線延伸(shen)至地(di)面(mian)處(chu)(chu)；所(suo)述環(huan)(huan)形(xing)(xing)骨(gu)架(jia)上周向(xiang)均布多個(ge)彈性支架(jia)和(he)吊環(huan)(huan)，吊環(huan)(huan)通(tong)過鋼絲繩與(yu)(yu)提升(sheng)設(she)(she)備機(ji)械連接(jie)，電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)安裝(zhuang)在(zai)環(huan)(huan)形(xing)(xing)鋼板的內(nei)側，數量至少為三(san)個(ge)，沿著環(huan)(huan)形(xing)(xing)鋼板的周向(xiang)均勻的分布，該(gai)(gai)(gai)電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)通(tong)電(dian)(dian)(dian)(dian)(dian)狀(zhuang)態(tai)下，電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)與(yu)(yu)鋼筋(jin)籠之間保持吸合關系，該(gai)(gai)(gai)電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)斷電(dian)(dian)(dian)(dian)(dian)狀(zhuang)態(tai)下，電(dian)(dian)(dian)(dian)(dian)磁(ci)塊(kuai)(kuai)(kuai)與(yu)(yu)鋼筋(jin)籠之間脫離，步(bu)驟如下：

4、步(bu)驟(zou)一，使(shi)用吊(diao)裝(zhuang)設備對鋼(gang)筋(jin)籠(long)進行吊(diao)裝(zhuang)，在吊(diao)裝(zhuang)過程中(zhong)，使(shi)得鋼(gang)筋(jin)籠(long)豎直(zhi)，并(bing)在鋼(gang)筋(jin)籠(long)底部剛剛脫離地面后，將定位(wei)組件自下而上(shang)的穿(chuan)套(tao)在鋼(gang)筋(jin)籠(long)的低(di)端，給電(dian)磁塊通電(dian)，使(shi)得定位(wei)組件固定鋼(gang)筋(jin)籠(long)上(shang)；

5、步驟二，向樁孔內緩慢(man)下(xia)放(fang)鋼筋(jin)籠(long)，在(zai)下(xia)方(fang)的(de)過程(cheng)中(zhong)(zhong)，保持并(bing)使得鋼筋(jin)籠(long)位于樁孔居中(zhong)(zhong)位置，緩慢(man)下(xia)放(fang)并(bing)將該(gai)鋼筋(jin)籠(long)的(de)底(di)部觸底(di)，觸底(di)后(hou)，將該(gai)鋼筋(jin)籠(long)向上(shang)反向提升1厘米-5厘米，并(bing)啟動地面上(shang)的(de)空氣壓(ya)(ya)縮機(ji)，打開(kai)電(dian)磁控制閥對環(huan)形(xing)氣囊(nang)(nang)進(jin)行充(chong)氣，充(chong)氣后(hou)的(de)環(huan)形(xing)氣囊(nang)(nang)四周逐漸的(de)靠近(jin)樁孔孔壁，觀察壓(ya)(ya)力(li)表，當壓(ya)(ya)力(li)表上(shang)升到預定(ding)氣壓(ya)(ya)，停止(zhi)充(chong)氣，并(bing)保壓(ya)(ya)，在(zai)環(huan)形(xing)氣囊(nang)(nang)保壓(ya)(ya)狀態下(xia)，緩慢(man)的(de)下(xia)放(fang)并(bing)使得鋼筋(jin)籠(long)的(de)底(di)部觸底(di)，完成(cheng)觸底(di)后(hou)，進(jin)行注漿導(dao)(dao)管的(de)安裝(zhuang)，該(gai)注漿導(dao)(dao)管的(de)下(xia)端(duan)位于樁孔底(di)部，撤(che)去鋼筋(jin)籠(long)吊(diao)裝(zhuang)設(she)備，在(zai)自重的(de)作用下(xia)該(gai)鋼筋(jin)籠(long)保持在(zai)穩定(ding)狀態；

6、步(bu)驟(zou)三，將(jiang)提(ti)(ti)升設備安裝在(zai)樁孔(kong)(kong)頂(ding)部地面(mian)上，并(bing)將(jiang)環(huan)形(xing)氣(qi)(qi)囊(nang)進行放氣(qi)(qi)，放氣(qi)(qi)后(hou)該(gai)環(huan)形(xing)氣(qi)(qi)囊(nang)收縮并(bing)干癟，并(bing)給(gei)電磁塊斷電，通過(guo)地面(mian)的卷揚機提(ti)(ti)升設備對(dui)該(gai)定位組件進行整體高(gao)(gao)度(du)提(ti)(ti)升，有效提(ti)(ti)升高(gao)(gao)度(du)設定為8米(mi)(mi)，當(dang)提(ti)(ti)升到該(gai)高(gao)(gao)度(du)后(hou)，啟動(dong)地面(mian)上的空氣(qi)(qi)壓縮機，打開電磁控(kong)制閥對(dui)環(huan)形(xing)氣(qi)(qi)囊(nang)進行充(chong)氣(qi)(qi)，充(chong)氣(qi)(qi)后(hou)的環(huan)形(xing)氣(qi)(qi)囊(nang)四周逐(zhu)漸的靠(kao)近樁孔(kong)(kong)孔(kong)(kong)壁，并(bing)形(xing)成支(zhi)撐，當(dang)壓力表(biao)上升到預定氣(qi)(qi)壓，停(ting)止充(chong)氣(qi)(qi)并(bing)保(bao)壓，在(zai)環(huan)形(xing)氣(qi)(qi)囊(nang)保(bao)壓狀(zhuang)態下(xia)，通過(guo)混(hun)(hun)凝土注漿導(dao)管向樁孔(kong)(kong)下(xia)段7米(mi)(mi)長度(du)范(fan)圍(wei)內注入混(hun)(hun)凝土；

7、步驟四，第一(yi)標段注(zhu)(zhu)漿(jiang)(jiang)完成(cheng)后(hou)，對環(huan)形氣(qi)(qi)(qi)(qi)囊(nang)(nang)進(jin)行(xing)放氣(qi)(qi)(qi)(qi)，放氣(qi)(qi)(qi)(qi)后(hou)該(gai)環(huan)形氣(qi)(qi)(qi)(qi)囊(nang)(nang)收縮并(bing)(bing)(bing)干癟，并(bing)(bing)(bing)給電(dian)磁塊斷(duan)電(dian)，通過(guo)地(di)面(mian)的(de)卷揚機提(ti)(ti)升(sheng)設(she)備對該(gai)定(ding)位(wei)組件進(jin)行(xing)提(ti)(ti)升(sheng)，有(you)效提(ti)(ti)升(sheng)高度(du)(du)設(she)定(ding)為(wei)8米，當提(ti)(ti)升(sheng)到該(gai)高度(du)(du)后(hou)，啟動地(di)面(mian)上的(de)空(kong)氣(qi)(qi)(qi)(qi)壓(ya)縮機，打開電(dian)磁控制(zhi)閥對環(huan)形氣(qi)(qi)(qi)(qi)囊(nang)(nang)進(jin)行(xing)充氣(qi)(qi)(qi)(qi)，充氣(qi)(qi)(qi)(qi)后(hou)的(de)環(huan)形氣(qi)(qi)(qi)(qi)囊(nang)(nang)四周逐漸的(de)靠(kao)近樁(zhuang)孔孔壁(bi)，并(bing)(bing)(bing)形成(cheng)支(zhi)撐，當壓(ya)力(li)表上升(sheng)到預(yu)定(ding)氣(qi)(qi)(qi)(qi)壓(ya)，停止充氣(qi)(qi)(qi)(qi)并(bing)(bing)(bing)保壓(ya)，然后(hou)在(zai)環(huan)形氣(qi)(qi)(qi)(qi)囊(nang)(nang)保壓(ya)狀態(tai)下(xia)，將(jiang)注(zhu)(zhu)漿(jiang)(jiang)管(guan)提(ti)(ti)升(sheng)8米，使(shi)得注(zhu)(zhu)漿(jiang)(jiang)管(guan)的(de)注(zhu)(zhu)漿(jiang)(jiang)口位(wei)于第二標段內，通過(guo)混凝(ning)土(tu)注(zhu)(zhu)漿(jiang)(jiang)導管(guan)向樁(zhuang)孔中下(xia)段8米長度(du)(du)范圍(wei)內注(zhu)(zhu)入混凝(ning)土(tu)；

8、步(bu)驟(zou)五，重復(fu)上述步(bu)驟(zou)四直至定位(wei)組件(jian)被提升至樁孔的(de)頂(ding)部；

9、步(bu)(bu)驟六，最后(hou)(hou)一個標段注漿(jiang)完成后(hou)(hou)，對環形氣(qi)(qi)囊(nang)進行放(fang)(fang)氣(qi)(qi)，放(fang)(fang)氣(qi)(qi)后(hou)(hou)該(gai)(gai)環形氣(qi)(qi)囊(nang)收縮并(bing)(bing)干癟，并(bing)(bing)給電磁塊斷(duan)電，將該(gai)(gai)定位裝置(zhi)自樁孔中取出，并(bing)(bing)同步(bu)(bu)將注漿(jiang)管取出，在樁頭部位進行最后(hou)(hou)一個標段的注漿(jiang)，注漿(jiang)完成后(hou)(hou)，撤去(qu)注漿(jiang)導管并(bing)(bing)進行養(yang)護。

10、步驟一中，定位組件與鋼筋籠(long)低端之間的距離為20厘米。

11、所述(shu)彈(dan)(dan)性(xing)支(zhi)架是由(you)兩(liang)個(ge)(ge)豎(shu)向(xiang)直(zhi)筋和頂(ding)部(bu)彈(dan)(dan)性(xing)筋、底(di)部(bu)彈(dan)(dan)性(xing)筋組(zu)成(cheng)的(de)(de)梭形，其中(zhong)(zhong)，一(yi)個(ge)(ge)豎(shu)向(xiang)直(zhi)筋貼合在環(huan)(huan)形鋼板(ban)內側的(de)(de)環(huan)(huan)形骨(gu)架上，并與環(huan)(huan)形骨(gu)架之間進行固(gu)定(ding)，另一(yi)個(ge)(ge)豎(shu)向(xiang)直(zhi)筋位(wei)于(yu)環(huan)(huan)形氣(qi)囊的(de)(de)外側，頂(ding)部(bu)彈(dan)(dan)性(xing)筋位(wei)于(yu)環(huan)(huan)形氣(qi)囊的(de)(de)上方，底(di)部(bu)彈(dan)(dan)性(xing)筋則位(wei)于(yu)環(huan)(huan)形氣(qi)囊的(de)(de)下方，該結(jie)構中(zhong)(zhong)，頂(ding)部(bu)彈(dan)(dan)性(xing)筋和底(di)部(bu)彈(dan)(dan)性(xing)筋為連(lian)續(xu)的(de)(de)w形輪廓(kuo)，使得(de)兩(liang)個(ge)(ge)彈(dan)(dan)性(xing)筋具有長度方向(xiang)上的(de)(de)形變空間，兩(liang)個(ge)(ge)彈(dan)(dan)性(xing)筋的(de)(de)初始狀態為壓(ya)縮狀態。

12、所述彈(dan)性支架(jia)的(de)(de)內側豎向(xiang)直筋(jin)焊(han)接在環形(xing)骨架(jia)上(shang)，在環形(xing)骨架(jia)的(de)(de)內側形(xing)成(cheng)豎向(xiang)的(de)(de)凸起滑(hua)軌，該(gai)凸起滑(hua)軌則與(yu)鋼(gang)筋(jin)籠中(zhong)的(de)(de)螺旋筋(jin)形(xing)成(cheng)滑(hua)動配(pei)合(he)。

13、鉆(zhan)孔(kong)灌(guan)注(zhu)樁(zhuang)鋼(gang)筋籠(long)居中(zhong)定(ding)位(wei)(wei)裝置，包(bao)括(kuo)地面的(de)(de)(de)提升設備(bei)、空(kong)氣(qi)(qi)(qi)(qi)壓縮機和(he)安(an)(an)(an)裝在樁(zhuang)孔(kong)內的(de)(de)(de)定(ding)位(wei)(wei)組(zu)件，所述(shu)定(ding)位(wei)(wei)組(zu)件包(bao)括(kuo)環(huan)(huan)(huan)(huan)形(xing)(xing)鋼(gang)板、環(huan)(huan)(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)(qi)囊(nang)、環(huan)(huan)(huan)(huan)形(xing)(xing)骨架、彈性支架、電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)，其中(zhong)，在該環(huan)(huan)(huan)(huan)形(xing)(xing)鋼(gang)板的(de)(de)(de)內側焊接兩(liang)道(dao)環(huan)(huan)(huan)(huan)形(xing)(xing)骨架，在環(huan)(huan)(huan)(huan)形(xing)(xing)鋼(gang)板的(de)(de)(de)外(wai)側固定(ding)安(an)(an)(an)裝環(huan)(huan)(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)(qi)囊(nang)，該環(huan)(huan)(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)(qi)囊(nang)具有(you)充氣(qi)(qi)(qi)(qi)口(kou)和(he)放氣(qi)(qi)(qi)(qi)口(kou)，該充氣(qi)(qi)(qi)(qi)口(kou)處安(an)(an)(an)裝電(dian)(dian)(dian)(dian)磁(ci)控制(zhi)閥(fa)并通(tong)過氣(qi)(qi)(qi)(qi)管和(he)電(dian)(dian)(dian)(dian)纜線與(yu)(yu)地面處的(de)(de)(de)空(kong)氣(qi)(qi)(qi)(qi)壓縮機進行連(lian)接，通(tong)過該空(kong)氣(qi)(qi)(qi)(qi)壓縮機向(xiang)電(dian)(dian)(dian)(dian)磁(ci)控制(zhi)閥(fa)控制(zhi)的(de)(de)(de)環(huan)(huan)(huan)(huan)形(xing)(xing)氣(qi)(qi)(qi)(qi)囊(nang)充氣(qi)(qi)(qi)(qi)，放氣(qi)(qi)(qi)(qi)口(kou)安(an)(an)(an)裝電(dian)(dian)(dian)(dian)磁(ci)控制(zhi)閥(fa)并通(tong)過放氣(qi)(qi)(qi)(qi)管和(he)電(dian)(dian)(dian)(dian)纜線延伸至地面處；所述(shu)環(huan)(huan)(huan)(huan)形(xing)(xing)骨架上(shang)周向(xiang)均布多(duo)個彈性支架和(he)吊(diao)(diao)環(huan)(huan)(huan)(huan)，吊(diao)(diao)環(huan)(huan)(huan)(huan)通(tong)過鋼(gang)絲繩(sheng)與(yu)(yu)提升設備(bei)機械連(lian)接，電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)安(an)(an)(an)裝在環(huan)(huan)(huan)(huan)形(xing)(xing)鋼(gang)板的(de)(de)(de)內側，數量至少為三個，沿著環(huan)(huan)(huan)(huan)形(xing)(xing)鋼(gang)板的(de)(de)(de)周向(xiang)均勻的(de)(de)(de)分(fen)布，該電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)通(tong)電(dian)(dian)(dian)(dian)狀態(tai)下，電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)與(yu)(yu)鋼(gang)筋籠(long)之(zhi)間(jian)保持(chi)吸合關系，該電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)斷電(dian)(dian)(dian)(dian)狀態(tai)下，電(dian)(dian)(dian)(dian)磁(ci)塊(kuai)與(yu)(yu)鋼(gang)筋籠(long)之(zhi)間(jian)脫(tuo)離(li)。

14、進(jin)一步地，所(suo)述彈(dan)(dan)性(xing)支架(jia)是由兩(liang)個豎(shu)向直筋(jin)(jin)(jin)和頂(ding)(ding)(ding)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)、底(di)(di)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)組成的(de)梭形，其中(zhong)，一個豎(shu)向直筋(jin)(jin)(jin)貼合在環(huan)(huan)(huan)形鋼板內(nei)側的(de)環(huan)(huan)(huan)形骨架(jia)上，并與環(huan)(huan)(huan)形骨架(jia)之(zhi)間(jian)進(jin)行固定，另一個豎(shu)向直筋(jin)(jin)(jin)位于環(huan)(huan)(huan)形氣(qi)囊(nang)的(de)外側，頂(ding)(ding)(ding)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)位于環(huan)(huan)(huan)形氣(qi)囊(nang)的(de)上方(fang)，底(di)(di)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)則位于環(huan)(huan)(huan)形氣(qi)囊(nang)的(de)下方(fang)，該結(jie)構(gou)中(zhong)，頂(ding)(ding)(ding)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)和底(di)(di)部(bu)彈(dan)(dan)性(xing)筋(jin)(jin)(jin)為連續的(de)w形輪廓，使得兩(liang)個彈(dan)(dan)性(xing)筋(jin)(jin)(jin)具有長度方(fang)向上的(de)形變空間(jian)，兩(liang)個彈(dan)(dan)性(xing)筋(jin)(jin)(jin)的(de)初始狀態(tai)為壓縮狀態(tai)。

15、進(jin)一(yi)步地(di)，所(suo)述彈性支架的內側豎(shu)向直筋(jin)焊接(jie)在環形骨(gu)架上，在環形骨(gu)架的內側形成(cheng)(cheng)豎(shu)向的凸(tu)起滑(hua)軌(gui)，該凸(tu)起滑(hua)軌(gui)則(ze)與鋼筋(jin)籠中的螺旋筋(jin)形成(cheng)(cheng)滑(hua)動(dong)配合。

16、進(jin)一步地，所述(shu)環(huan)形(xing)(xing)鋼(gang)板是由厚(hou)度為1厘(li)米(mi)-2厘(li)米(mi)的厚(hou)鋼(gang)板經過彎曲(qu)和(he)焊接形(xing)(xing)成(cheng)的圓環(huan)形(xing)(xing)結構。

17、本發(fa)明的有益(yi)效果是(shi)：

18、本施工工法(fa)的(de)應(ying)用(yong)，將樁(zhuang)孔(kong)中(zhong)注入混凝(ning)土過(guo)(guo)程中(zhong)，通(tong)過(guo)(guo)定(ding)位(wei)裝置(zhi)對鋼筋(jin)籠(long)(long)局部的(de)進行(xing)居中(zhong)定(ding)位(wei)，且該(gai)定(ding)位(wei)過(guo)(guo)程中(zhong)使(shi)得鋼筋(jin)籠(long)(long)通(tong)過(guo)(guo)該(gai)定(ding)位(wei)裝置(zhi)與樁(zhuang)孔(kong)內壁進行(xing)臨時的(de)支撐(cheng)固(gu)定(ding)，使(shi)得鋼筋(jin)籠(long)(long)的(de)位(wei)置(zhi)保(bao)持不變，解決了(le)在澆筑混凝(ning)土的(de)過(guo)(guo)程中(zhong)鋼筋(jin)籠(long)(long)可能發生的(de)上浮(fu)和水平位(wei)移(yi)問題，保(bao)證的(de)灌注樁(zhuang)的(de)整體質量。

19、本施工(gong)(gong)工(gong)(gong)法采用混凝土(tu)自下而上(shang)逐段澆筑(zhu)的方式進行(xing)施工(gong)(gong)，分(fen)段澆筑(zhu)施工(gong)(gong)，可以有效的避(bi)免混凝土(tu)澆筑(zhu)產生(sheng)的沖(chong)擊(ji)力。

20、本裝置(zhi)是一種全新(xin)結(jie)構(gou)的施(shi)(shi)工(gong)，用于輔助施(shi)(shi)工(gong)，是一種專用工(gong)具(ju)，該裝置(zhi)依(yi)靠(kao)氣(qi)囊充(chong)氣(qi)進(jin)行定位，可以(yi)快速的在地(di)面對其進(jin)行操作，并通過卷揚機進(jin)行輔助，是一種高效率(lv)的施(shi)(shi)工(gong)作業方式。且(qie)本裝置(zhi)可以(yi)重復使用，降低施(shi)(shi)工(gong)成本。