粉體噴射攪拌樁施工方法.doc
進(jìn)入下載頁(yè)
粉體噴射攪拌樁施工
A． 施工方法
a. 恢復(fù)中線，放出施工路段邊線樁，清理平整原地基使之滿足粉噴攪拌樁現(xiàn)場(chǎng)施工要求。
b. 測(cè)量繪制方格網(wǎng)圖，準(zhǔn)確定出樁位，其偏差不應(yīng)超過設(shè)計(jì)規(guī)定。
c. 標(biāo)定輸灰泵的輸灰量，灰粉到達(dá)噴灰口的時(shí)間，預(yù)攪下沉速度，噴灰攪拌提升速度，重復(fù)攪拌下沉速度，重?cái)嚢杼嵘俣鹊仁┕?shù)，并進(jìn)行試樁，使其強(qiáng)度達(dá)到設(shè)計(jì)要求。
d. 樁機(jī)，設(shè)備安裝就位，調(diào)好平整度及導(dǎo)向架的垂直度，使粉體噴射攪拌樁的垂直度符合設(shè)計(jì)要求。
e. 攪拌機(jī)預(yù)攪下沉，下沉過程中一般不沖水，如遇堅(jiān)硬土層必須適量沖水時(shí)，要報(bào)經(jīng)監(jiān)理工程師批準(zhǔn)，并考慮沖水對(duì)樁身強(qiáng)度的影響。
f. 預(yù)攪下沉至設(shè)計(jì)深度后，起動(dòng)輸灰泵，將符合質(zhì)量要求的固化材料（水泥或石灰），按設(shè)計(jì)用量、次數(shù)、速度，在規(guī)定深度，經(jīng)噴灰口邊續(xù)噴射，攪拌機(jī)械連續(xù)攪拌，并提升至距地面0.5m處。
g. 重復(fù)攪拌下沉至樁底，再重復(fù)攪拌提升至距地面0.5m，最后用水泥土回填樁頭，并壓實(shí)養(yǎng)護(hù)。
設(shè)專人記錄泵送固化材料的時(shí)間，
Powder injection pile construction
A. Construction Method
a. recovery center line, construction of road sideline release pile, clean flat ground so as to meet the original powder jet mixing on-site construction requirements.
b. Survey mapping grid map, accurately set the pile position, the deviation should not exceed the design requirements.
c. calibration pump Ash Ash content, ash gray spray time of arrival, pre-mix sinking speed, increase speed jet ash mixing, stirring repeated sinking speed, re-mixing to enhance the speed of construction parameters, and test pile , its strength to meet the design requirements.
d. Pile Driver, equipment installation in place, adjusted the guide frame smoothness and verticality, so that powder injection pile of verticality of the design requirements.
e. pre-mixing sink mixer, sink process generally does not flush in case of hard soil to flush when appropriate, to report to the supervising engineer for approval and consider the impact of flushing of the shaft strength.
f. pre-mix to the designed depth of sinking, the starting Ash pump, will meet the quality requirements of the curing material (cement or lime), according to design dosage, frequency, speed, depth specified by the spray of gray side continued injection, mixing continuous mechanical stirring, and raised to 0.5m from the ground office.
g. Repeat mixing pile sinking to the bottom, and then repeat the stirring increased to from the ground 0.5m, the final backfill soil water trailer coupling, and Compaction.
Hand pump set record time of curing materials,