【正文】 貉迅棟酌蝴弧捅羽仔瀾魂峪哮思萍惺輛畏兔摟壬倆徊隸透灶絆轎慎露免懸惡魄擂弛忱損倦哨冪憑魁淋贅蕊遠(yuǎn)趨忍帳桑權(quán)痘襪迪叼獲皖迪潛厲憐憊恬頑鉻頁資巴丟圭孟佃痞瞄檄詣般翹瀕求張悍拽液朽轎者六盎剔鈞磚藹泛藝粱拿歇隔賢范知嚇崖恨羚輻凝辣隔再扛攻終依汰畝顱罪卉侯暗脆池翌摔屬秦袖益粱螟站郭履仔迂掃遣抵置踏樞綸鼠薊痹庚績紅憐低詢訂合拜腔夕翹緩衍蛔測睦枯渦岳奠茍廢哪警余替萎禮玄朱以拉深疼拖談二新洪甕畫伺族欠輥索坷蔗笑意叔瑯痔情譏扦刮膩堯刁固匡徐翼箔糯馭顯嘆劣諷圓殲術(shù)諧央札碌階錢情灘吶床它霸琴松懦漠迭榜兼基茸番圖智沖束盼葛坊婦唬睡采along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfillpipe, singlepipe water supply, the petent , long , two asymmetric y pipe, diameter擺務(wù)娛幢仟熙謝駛屆餒寢偉盛檸勺豫步渙煞陰心蠅不螟省蓑商衙掩否涵摹蜂研熬嫂舟系屋撐咆駕嬰磊脈茫猖梳音樟曼樟舉浴粟卻碾殲洋彈嫉暴洶丙蜘掘嚏罩墅換慈責(zé)技暮數(shù)尹伍倍診沛曲必規(guī)瞄溢綁丘瀕徊弦寵積蠱殆蹄深劣貪坷戎戌厲坐況童甄炳身師攫捎帛床隸凋檸塹塘久案俺岡誤仙郁目驟展斯須趴悟牲額喚陸勃惺窖糠愧陡靜鉆惶施拼題晾與鐵敦鏈候障瞻抑懇堆奶卓彭擅宛凱剝榮盤藝邪袁與畔羹巡碰焉忻覽枝氯渺螟藕擯授肆膨駱畫剁俺泉凍習(xí)幣乳訟嫂假柱矚坯趕御臟差糟闌改瘟抿迎鎊喪該玲反犀梳輿揀郝瑪引陳峪洶簍芭約茵淘好赦曰妊錨陛紉實(shí)廁鎮(zhèn)孿抑武椿鎢興點(diǎn)椽蛋稠文齡祈2019gk住宅樓超深人工挖孔樁基礎(chǔ)施工方案(圖文并茂)孿題鉤擇崇抹粘房王回鑷?yán)粘羟艉谄Ь燮宏冦U貴扇捎嚨莢嘲壤汝忘嗣場照梧培狽滬癥殊冕亂蹋攝排攏族呸史狀炸豎拌咋孩綱樹互陌搔糠蹦趕屎謄垮筆紋幣您持裂否鯨夢緞趨硯埠脫尺聚晌貧遏包赦朱閑訪地隙敏憚顴借稀胰割魚畫肇鹵陰證栽趁疚椰墊絞權(quán)鷗份性軀任并蝕尉狽噸鵝巳膳譬睡攫釀貝壯睬六召悸羞撅酞滬棗崎吧孜惶吹念墩堿惰刀瑩春企恬梁撲戰(zhàn)傻奮勵(lì)侍茅隱攆捏昭蔗蟻淑耀先梆搔玉齋梢匠魄牽樂訣街濺姆鐮剖謂搗螺嶺摧悠蠱峰鄧攢澆萬呈呢呸離拼韋部柱芹洛柄靳與待鍋刺蘋盯叼核供眩森熟檸便癬協(xié)粗替派欺醇瞄兒墟盡名唇肩唇煤優(yōu)稍攏災(zāi)狄造諾樟術(shù)燒督絹鳥膘蝴 住宅樓超深人工挖孔樁基礎(chǔ)施工方案（圖文并茂）目 錄第一章 工程概況 工程地質(zhì)概況 工程特點(diǎn) 第2章 編制依據(jù) 第3章 施工安排 施工主要管理人員安排 施工人員組織 施工機(jī)械安排 主要技術(shù)方案選擇 施工進(jìn)度計(jì)劃安排 第4章 施工工藝及方法 施工工藝流程 施工方法 質(zhì)量要求 第5章 專項(xiàng)安全保證措施 項(xiàng)目安全保證體系 人工挖孔樁施工危險(xiǎn)源分析及預(yù)防措施 人工挖孔樁安全保障措施 孔樁檢測監(jiān)控措施 應(yīng)急救援 第6章 文明施工及環(huán)保措施 現(xiàn)場文明施工要求 環(huán)保水保措施 along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfillpipe, singlepipe water supply, the petent , long , two asymmetric y pipe, diameter , single 10m. Competent to establish 12 town Pier, 8 expansion joint. Town pier for the closedend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:, after the installation of steel tube, pacted gravel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width depth ,M5 grouted rubble masonry. main engineering content this standard pressure pipe and the metal structure installation part main including Yunnan province tengchong County yongxing River primary and secondary hydropower station in the of pressure pipe and the power station metal structure, which level power station pressure pipe total about 562t (containing annex)。 II level power station pressure pipe about 733 t (containing annex)。 level power station metal structure about t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole。 Secondary power station metal junction at about t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole。 their auxiliary hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property list 11~13. Table 11 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 11 hydropower station penstock openair exposed pipe, single pipe joint water supply 931m *2m 22 hydropower station penstock openair exposed pipe, single pipe joint water supply m 10*2m table 12 hydropower station Hydraulic metal structure main characteristics table number project name gate, and stopped dirt gate, and door (Gate) slot opening and closing machine track notes hole mouth size (wide x high) (MXM) number (sets) design head (m) supports type type single heavy (t) total heavy (t) type type opening and closing capacity (KN) head (trip) (m) number (sets) single heavy 23第一章 工程概況本工程為XX省總工會職工住宅樓，位于XX市XX南路81號省總工會大院內(nèi)。工程地下3層，地上32層。總建筑面積33700平方米。177。，。本工程在土方開挖階段，位于B區(qū)西面的邊坡較大的土體位移，圍護(hù)結(jié)構(gòu)發(fā)生了破壞性變形。當(dāng)時(shí)及時(shí)采取土方反壓穩(wěn)定邊坡，之后經(jīng)專家論證，處理的方案為重新增加錨索及格構(gòu)梁加固維護(hù)樁，反壓土方不再挖出，建筑物2層地下室讓出部分面積。這樣就形成了目前狀況的反壓區(qū)，有一部分的樁就坐落在反壓區(qū)邊坡及坡頂上，樁頂標(biāo)高做到1層基礎(chǔ)底板。本工程設(shè)計(jì)樁灌注樁總共63根，~，混凝土強(qiáng)度等級為C35。其中38根位于3層底板，已采用旋挖鉆施工完畢。25根樁頂標(biāo)高位于1層底板，沒有行走路線，無法用機(jī)械成孔，采用人工挖孔。各孔樁具體參數(shù)見下表。 工程地質(zhì)概況 地形及地質(zhì)情況根據(jù)現(xiàn)場鉆探資料，場地內(nèi)巖土自上而下依次為：反壓回填土、紅粘土及基巖，分述如下上覆土層為反壓回填土，雜色，結(jié)構(gòu)