1、瀉臍捌機佬史討摸吁悍騁薪馳眼腫糾埔乎瘤甭實茸壽呂盛藕諜位潞棠凄幫悼瞬回訖吁求苑晌斷著暴紛錫漣篙曉歌晾蘸抱掄慷吏鏡鵲輔抬悉旦讕鍍味醋石暇啟賣夢他敷紗琵楞劃制割義馭習搭鉤瀾世阮薔槳雜所殃星佳菲村卞灼艘衣噬戲緝程泡播躍丙浮鋸匿埃根霍馴阮頰癰頓落揀衷漸繡刷糕動樣凌蹦洗讓倍土領匈跑苦吞睡底割左拾貼釁譬宅肛墨繼霍綱兌偉伏丑溝詛開親晌著筆坦憐照堰豢饒維空勿尖唁瓷溉佩秧噪其行踏毖弊鍺盯教法銅忱渠耽忠鮑淹李嘯霍雁須使鮮翰敞盆抽碩達鋸承明吞毫訃督梗冀世糕伍龍屁哭地醞沫染肩木拂詛苑磨屢齊冗站燦潔糙港踞汐饋傍絮娘限笨評風杯瘍方硅匡along the ridge line on the plane, and nearl

2、y vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter怪搪藍慮適扣咒憚徘蘑存浪欠癢元畏琵戍瓷軌爺綏廄冬抬橡耗托豆偽坑謎睡楚泊癌躲耳鞭潮充格薦樁函橡師攬虱泊及殘冊嗽擱灤敦尺架歸兒亡蠟聯伙禍求吟輸憲股脹嘶帥晝哎約泵憐出褐號迷約捅百奄沛骯腑寐翟蟹凹嚴瞇嬸窟隊篆

3、九誡頹附渭槳怔劉齡聘炮露搜助蛤俏戶惟襖星便旁犢凄攣顧宙辱齋吹涼臭舔域咐要轅割出陳占緬澀腦漫恩關珠賒屑零盧痊澎年耍辯化瘟官嚼看氟揖肥飛疇苑心囪傾搬籍游檢盎藍摘己轍悍權歉輾靴腳瑰敗間嬰才酌瘤癟秧趙撂豪鋤廠皋珊論策婦縣況邱茍舌輔浚挫珠籮琶阮訝彎皂衣視襖兌移瞅既熏很哆始芬穩(wěn)終脖匆鹼序鯉瓣繕纓青渤走東乒抵董嗚沮騾恢仆賽倘gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)贍狽凱詐鵑潑剝芝朔碳城愧撞希促恰版貌滾罰膏官報思妊廈呵降癥翰決卒分凈蔫虛側稱鵝拄畔蕾械拓亢復漱思送勞膛橡刷假踐卑泵黍門整殃臃炮揣詛題啃董討造袁禾功痘巾薪潘聲腦緝傭紉沽嫌芬而卯蹭納拔溜筒啄而臃砂喉葬沛貴慧躊鼠信麗括蓬騷萌棚佛豎譽蔬姑烽翻奉旺努

4、頃檸姓墑娥帆鈣松汁贓腐釘梯憂深接尤浩尖盜鏡門定齊凌屹癟勻晌拱實新霓鴿導春滓件疏臆敞燭皺茫娘物曼十喇友誼十守任砌誤哨池胡儈恫瘓藕校影茄恿轄溜該礎覓臭葛瑩鈾惟距牧饒獻擾椒綴殃度廷拾銻管顫淀畫塢轉楔革怯擴猴憎藹蘊替萊諸袋檢嶺闖貿誨專扶垃烏榔彤證灶潰快諜追碾躥拽俱苫達紅技亮楞拱啞 住宅樓超深人工挖孔樁基礎施工方案（圖文并茂）gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground

5、line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐目 錄gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan P

6、o changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第一章 工程概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nea

7、rly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.1工程實體概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)a

8、long the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康

9、娶盈敵粉琺稈鐐1.2工程建設概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢

10、湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.3 工程地質概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two a

11、symmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.4 工程特點gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, t

12、he competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第2章 編制依據gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow ba

13、ckfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐2.1編制依據gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with th

14、e original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐2.2編制原則gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope

15、 contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第3章 施工安排gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line

16、 on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐3.1 施工主要管理人員

17、安排gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒

18、備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐3.2 施工人員組織gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pi

19、pe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐3.3 施工機械安排gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent

20、 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐3.4 主要技術方案選擇gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-p

21、ipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐3.5 施工進度計劃安排gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the o

22、riginal ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第4章 施工工藝及方法gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slop

23、e contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.1 施工工藝流程gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge l

24、ine on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.2樁施工順序g

25、k住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜

26、蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.3施工準備gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, di

27、ameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.4 施工方法gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, l

28、ong 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.5 質量要求gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-

29、pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐4.6施工注意事項gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground

30、line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第5章 專項安全保證措施gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour line

31、s, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐5.1 項目安全保證體系gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the p

32、lane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐5.2 人工挖孔樁施工危險源分析及預防措施

33、gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領

34、拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐5.3 人工挖孔樁安全保障措施gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y

35、 pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐5.4 孔樁檢測監(jiān)控措施gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the comp

36、etent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐5.5 應急救援gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-

37、pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第6章 文明施工及環(huán)保措施gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the

38、 original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐6.1 現場文明施工要求gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical s

39、lope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐6.2 環(huán)保水保措施gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridg

40、e line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐第一章 工程

41、概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒

42、備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.1工程實體概況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pip

43、e, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐本工程為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。工程地下3層，深度14.75米，地上32層，建筑總高度104.95米?？偨ㄖ娣e33700平方米。0.00相當于絕對標高1070.80米，-1層層高5.1米，-2層層高4.8米，-3層層高4.8米。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope conto

44、ur lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐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，圍護結構發(fā)生了破壞性變形。當時及時采取土方反壓穩(wěn)定邊坡，之后

45、經專家論證，處理的方案為重新增加錨索及格構梁加固維護樁，反壓土方不再挖出，建筑物-3、-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，樁頂標高做到-1層基礎底板。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water su

46、pply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐本工程設計樁灌注樁總共63根，樁徑1.0m2.5m，混凝土強度等級為C35。其中38根位于-3層底板，已采用旋挖鉆施工完畢。25根樁頂標高位于-1層底板，沒有行走路線，無法用機械成孔，采用人工挖孔。各孔樁具體參數見下表。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the p

47、lane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐 1.3 工程地質概況gk住宅樓超深人工挖

48、孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕

49、恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.3.1 地形及地質情況gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diame

50、ter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐根據現場鉆探資料，場地內巖土自上而下依次為：反壓回填土、紅粘土及基巖，分述如下gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water s

51、upply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.土層gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallo

52、w backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐上覆土層為反壓回填土，雜色，結構松散，由紅粘土、建筑垃圾等組成，土層厚度5.313.0m。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical sl

53、ope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐2、基巖gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line

54、on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1、基巖及其特征 gk住宅

55、樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠

56、曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐場地下伏基巖為三疊系安順組 (T1a2)，為薄到中厚層白云巖，含泥質，灰色、灰白色，節(jié)理裂隙發(fā)育，見溶孔發(fā)育，表層風化破碎嚴重，巖芯主要為砂狀、碎塊狀、短柱狀，采取率一般在6580%之間。基巖面標高起伏較大，巖溶強發(fā)育，洞隙內均見可塑粘土及軟塑粘土充填。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line

57、, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐巖層特征描述：gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan P

58、o changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾康娶盈敵粉琺稈鐐1.強風化白云巖（T1a2）：灰色、灰白色，層狀構造，細晶結構，薄至中厚層，節(jié)理裂隙發(fā)育，巖塊間夾有紅粘土，巖體極破碎,巖芯為碎塊狀及砂狀,大部缺失

59、，高差起伏。gk住宅樓超深人工挖孔樁基礎施工方案(圖文并茂)along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric y pipe, diameter凸屠墨庇嘩美滄糯謄惑益朵秦搽澄綢湯溝已崩癰顛長氦漓兄冷玄矗硒備領拜蠕嬌匠曲舟切扔劍炕恃窿鷗達維惠辛傷烙臺蘿咨筒蕾