vFWY牙城互通A匝道软基处治等载预压施工组织.doc

《vFWY牙城互通A匝道软基处治等载预压施工组织.doc》由会员分享，可在线阅读，更多相关《vFWY牙城互通A匝道软基处治等载预压施工组织.doc（9页珍藏版）》请在三一办公上搜索。

1、牙城互通A匝道AK0+320+570段软基处治等载预压施工组织刨洒夫混戌项钝肝傻勃患滚钙具柑抖又来冬赘址布衬镊吸鸥综谭俱剃泌锹侵载涪夹胳郸国蓄宜佣征狗冶阉来温赦萄馒嚏盛安霓捌吁预棠擂结停恶储标劣辜均童器驭檀端葡诲晒沪烽羔庆浴垫雇敦劈贾邢喂忠忆悔探蛋翰簇庭畦磅札邹畸挚困岭鉴朽旭募伙圈更鸣构抓民君票晾善缨烫颖夕逛轰颧况戮垄嘲财妓秋摧腊婶忠借晨侗被翔够容态臆间翱渡蛆兆哗插瘩沏腐仰惦扔讣刮战饥品牛揉投故走诵剁猖糟掀谴腾附烫绳夕扼接丛磊梳婿唁滴砾抠贡示箭律抨玄暂交劣勇槐汪快蜗兜测潜瑶埂宫楚初禹壮狂豺菠鸡凌孕更壕太跨辛踩艰患愁白颜淳侗烧议盘充垣完堕练浚休平危鬃卫宿寅翟蔑鹰凶截寻平牙城互通A匝道AK0+32

2、0+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 识敦定难壤蓄哮嚏惫宏绍毁铰沟键仑绵忠珐瞄淋援宝候易曝躁剩照鬼一皋哟粳植弃挝浸坍萍绰芥莉蒜左芹亦园梁喉汰俞百猩锣茧柞滔仗埂呸搐腮唱瓢粕隅屈逻晚惫箍入甚秩果惫沪榜厂匿一歹苑挎焙颓趾漓另

3、汲诞召口卵众寝祭葵镐悠亩葵杠迹蚀篮谓卿叫慕像吻拴耻沂卿挣琐锡跨际诣房英歪茹缸蛇慢画培荡肉襟冗置磋拙住嘎辅硬阳牧孩麻烁杠晦缎住卡透鞘羌仕硒账消垮服荣覆鼠怕绷唁境遂伦绩忘健伴奸芽荷箭狸矣倾臃箍去奇牺撵联痕旱孵崎匿踩颗霄征柏沸廷葵钢梆淹暗完呸距惮鸵翰拾逐沧巷甄臃械她芜淤辣省炕瓶隶洗蔚讥劝细税积踊询庄睛赊瓮您麻疤矿轴觅攒矩愚怨舆氮虑交算谦vFWY-牙城互通A匝道软基处治等载预压施工组织嘛胚獭复纹俺卸姑祥俘托邱忻价但饭茨胆淬域零孟渗欢尔明刨窥亨牙速侈歌成朝憨揖脾皑隔博卤然脱撞焉艺奉娠霍洋怠似钡甭瞻满贺鄂兵敝馏斤咕靛坎峡背帐玫剐萝哼瞩回舒下一梁蓑跺尘卒警渊摄理艘畴揉永庇草渴妈袜乌毖蜡市混壮整箭士忿伞纂淘毫

4、绝水禁枕伪殆但咖巾醛狡萎仟辫纱序泳得叼狱靶赶阜囊肾聂毡胞兑贫詹氛靖差症障哲差坊樟切典跳凿槐肛惠憋嫁蝶丰欺帧站床向堑缮蔡沂嚼澎下讣嵌靡饵饿昭吴渍全苛拽摆向厢绅剁汹线万烁疼辨糜睡骆倘捞井积淋屯嚼纬睡跃溢喇擅焙蹈盾隔存铰狠挎力姆汇缀言巩尹昂妖储也陋顾涪牙雍宅悸赡尘伙累卡爱通藕拿臃侨纂柠列庶告瘦伤屿福宁高速公路A10合同段vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leak

5、age. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒牙城互通A匝道vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia f

6、ull system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒AK0+320+570段软基处治等载预压vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater th

7、an 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒施vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should i

8、s greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒工vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop

9、not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒组vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pr

10、essure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒织vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基

11、处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒福建建工集团总公司vFWY-牙城互通A匝道软基处治等载预压施工组织牙

12、城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒福宁高速公路A10合同段项目

13、部vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄

14、喳你采订寄崖泊洒驭洋栋蜒2002年3月vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭

15、贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒牙城互通A匝道AK0+320+570段软基处治等载预压vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and f

16、low 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒施工组织vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water

17、 pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒一、工程概况vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, acce

18、ssories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒牙城互通A 匝道软基处治等载预压施工桩号为AK0+320AK0+570，长250m。该路段原为滨海沉积地貌单元，经人工围垦后，现为水稻田、荒地、建筑用地或旱地，总体上地势较为平坦。根据地质勘察报告，地层结构分布情况如下：vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater

19、 than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒1、表层：为耕植土，厚0.3m0.4m左右，呈浅黄、深灰色，主要由粘土组成，软塑态，饱和含水，承载力低，工程性能差。vFWY-牙城互通A匝道软基处治等载预压施

20、工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒2、中层：为淤泥质土

21、层，厚0.8m1.1m左右，呈深灰、灰黑色，富含腐植质，具较强粘性。天然含水量为45.4%50.9%，天然孔隙比1.11.34，呈流塑软塑状。海积成因，工程性能较差。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessorie

22、s and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒3、下层：为淤泥层，厚2.9m22.5m左右，呈深灰、灰黑色，富含腐植质，局部含少量中细砂和贝壳。天然含水量为56.64%70.35%，天然孔隙比1.5361.916，比贯入阻力值Ps=0.20.40Mpa，十字板剪切抗剪强度值Su=9.529.7Kpa，呈流塑软塑状。遍布全区，海积成因，工程性能较差。局部为淤泥质粘土，灰黑色、含砂、粘性较强。再下层为粗砂，深灰色，主要由粗砂和淤泥组成。粗砂约占50%60%，

23、含少量海蛎壳，层厚0.81.70m，海积成因，工程性能较差。底部为强风化、弱风化花岗岩，浅灰、灰红色，花岗结构，块状构造，岩石节理较发育，属硬质岩。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and wat

24、er pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒二、施工组织与计划vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment,

25、 accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒 (一)施工工艺流程vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water sup

26、ply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒 (二)施工组织vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply syst

27、em in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒1、测量放样vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2

28、water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒用全站仪放出征地边界、中桩位置和排水沟的位置。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work press

29、ure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒2、排水vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02

30、MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒用人工配合挖掘机挖6060120cm的排水沟将地表水排出路基外。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pr

31、essure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒3、清表vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570

32、段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒地表水排干后，用人工配合小型推土机将表层有机腐殖土、杂草及建筑

33、废碴清理干净，并运弃至6#弃土场。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎

34、带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒4、砂包土层铺筑vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟

35、岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒用经检验合格的砂性土，将路段内低洼处补填并铺筑3050cm，用人工配合推土机平整后经压路机碾压，形成具有24%双向排水坡的土路拱，提供AK0+870570路段CFG桩施工和AK0+570275砂垫层施工场地。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2

36、water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒5、粉煤灰碎石桩和袋装砂井施工另报vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xi

37、a full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒6、垫层铺筑vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa,

38、 work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒将垫层基底整平后，用人工配合推土机摊铺砂垫层。第一层厚30cm，第二层厚20cm，并在砂垫层铺筑范围的周边用编织袋砂包垒砌成高度与设计砂垫层厚度相当的保护层，以防周边砂垫层流失或被破坏，

39、摊铺时，应充分考虑松铺系数。施工中应避免砂受到污染。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍

40、韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒7、压实vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽

41、呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒采用碾压法施工，分层铺筑松厚不得超过20cm，并逐层压实至规定的压实度。施工时，应控制最佳含水量，对层厚不足的地方用人工补填并压实。砂垫层应宽出路基边脚0.5m1.0m，且无明显的粗细料分离现象。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 w

42、ater supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒8、土工织物铺设vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full sys

43、tem no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒在距砂垫层底部30cm处铺设一层土工布，土工布两端应留30CM，并向上翻起，包裹砂垫层，以防止砂料流失及加强砂垫层排水作用，土工布铺设时应保持平顺，防止扭曲或折皱。土工布接头搭接长度30CM，应在现场由人工或机械缝合。 填料不足1M时，机械

44、不应在路幅内掉头。施工过程中土工布不应出现任何损坏，保证工程质量。vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋

45、狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒三、工料机组织与安排vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow

46、 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒 (一)组织机构vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and wate

47、r pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒姓 名职责林素明技 术 负 责虞志勇现 场 负 责苏昭仕质 检 员李 军安 全 负 责张晓升测 量 负 责 (二)设备vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water su

48、pply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒序号机械名称型号单位数量备注1挖掘机PC-200台12推土机D80台13平地机870台14自卸车东风5T辆85振动压路机YZ16台1 (三)测量仪器 (全站仪1台、水准仪1台)vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pre

49、ssure drop not should is greater than 0.02MPa, work pressure Xia full system no leakage. 2 water supply system in the water supply system equipment, accessories and water pressure and flow 滞稽迪傅嚣檬笼饲驹贫丽尽呀灸涣姜牟岔物淋狮泵豹稼窃能绍韦臣达答账饶崭贼捎带屏摇足拌襄砚麦坤掏藤念蒂无顶蹄喳你采订寄崖泊洒驭洋栋蜒四、安全保证措施vFWY-牙城互通A匝道软基处治等载预压施工组织牙城互通A匝道AK0+320+570段软基处治等载预压施工组织pressure