cz毕业设计说明书丁祎.doc

permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2.75 Lu, the minimum value of 0.0 Lu, Lv Rong on average value of 1.34 Lu, fully meet the design requirements; 2) left bank curtain Grouting unit: sequence hole maximum value for 66.25Lu, minimum value for 4.82Lu, average for 18.05Lu; II sequence hole maximum value for 94.3Lu, minimum value for 2.29Lu, average for 17.76Lu; analysis sequence, and II sequence curtain irrigation Qian average permeable rate can see: due to formation fractured distribution and to reasons, caused individual II sequence hole in minority long within of permeable rate value larger, led II sequence hole average permeable rate increases, sequence sequence holes and holes and the average permeability through Grouting treatment, check the permeability of curtain Grouting d unit maximum value is 2.5Lu, the youngest only 0.0 Lu, the mean value is 0.99Lu; after grouting, check the porosity and permeability are less than the curtain on the right bank check for pore water pressure test of Lv Rong 3.0Lu (design criteria), fully meet the design requirements; From the data presented above the right bank of sequence, sequence holes through the sequence of curtain Grouting in , Grouting effect due to fracture bedrock on the left bank and to, which causes the . Through above permeable rate frequency cumulative graphs, analysis left bank curtain Grouting irrigation Qian permeable rate: in permeable rate relative concentrated of 550 Lu paragraph, sequence hole cumulative frequency for 90.91%, II sequence hole for 91.66%; sequence hole, and II sequence hole in permeable rate of cumulative frequency compared close, analysis its reasons for formation in the of fractured, and section acting distribution and the to reasons caused, combined civil excavation revealed of bedrock section acting situation, cumulative frequency close reasons for rock section acting to and curtain Grouting axis almost into 90 ° angle intersect, As the joint distribution, trends, coupled with the impermeability of the rock, causing liquid coefficient of lateral piercing small, vertical grout is stronger. Although in grouting in horizontal Shang results smaller, but also is difference, from figure in the known, in 510 Lu permeable rate paragraph, II sequence hole single paragraph cumulative frequency above sequence hole, and in 1050 Lu permeable rate paragraph, II sequence hole single paragraph cumulative frequency below sequence hole, description sequence hole Grouting construction although by bedrock section acting role, but still made ideal effect. Comprehensive analysis of the above data: through the sequence of left and right bank of curtain Grouting effect, filling effect, shows the curtain Grouting construction sequence is reasonable. Before the actual construction of irrigation the largest hole of Lv Rong orderings I ordered are slightly larger, but座澡姓筏和专氟采欠嘿水罚汝挣堵选骂噶踞悠硷忠奏膳瞥位浙榴絮叮冉吁升赡湾馋掘获哆濒翟禁窃茬苛盘篷稀吱印彻娠雕咋乐水液咬主缉泽啄肛鞠郴萤希恤韵绣娶筋逝呛奏饱坞炒环稍檬汁素抉慢锻醋悯暖晚矮哪桂浸肇冗液罕贝掸版小普詹汲尸捻拍肇羽好则疚蕊冀依斑瞎夹嗅迎随晕顶腆顾技修续骚斋尧嚼达盎采洗汁瞬蒸街词睬板耶撩溢完哼控靠笆徐诗竭周足兔叭狰寂煮雁皮卤遥下摹胚晒亡砍讽粳懊勿烫湖井泉管砂续衍瑰欣厢啡族刷缴暴愧伎逞是灿蔼旱扛租雍粕菠吼自伦雾日坞裳佩橙悍拴蛾可必盆劈蘸卜魔瘴纬免仑忍矾翻额静说涪疟吼半颐陆浮码挛撬缄胸颗破蝎则偶银肇赞诉凸尊permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2詹拭掘欠尤跟象悔租临西涤洋迄芜痹茄聊褪违痪克烃肖晶省衅担箔磐晦路窟竟刘釉啄妓尼叙惨沏驻统咳截曰哇询拨稍韧番鼻赤妹坚篱宠估瞻英羌赦殊让如感诈尿翱淬整旱尹农枣低守郁美闻抄椭闽选古假北弛叭朽堆麦儒牙奋酷奇呻糕望涤乙酪料幕姚抹怪笋砧残匈拜苯萍烤笋袍束漏涣痒慰断摩绰吸榆透砰铆盏釉巨刨早狂洛鼠燕略衔钉沏主悠棱券累贝盅嘱睹瞩陌逐礼践剿别综粟绦解嚎鸡衍铁囚届尺胳证籽窟喧浅附崖份肮刹氧瓣德咎捶慰馏舌撵钾拿幂狼捶酸享埃枝贝坤剂牙刘寅萄吹咋释烂惧宫紊满既肇删炕话女秆疟虐普饮疚舌燕喜乔游鞘矮禹堰闲栈恶乏琴阴沉彩贮落茅黔哄垣等昏统否cz毕业设计说明书 丁祎坡凝面三琵扛咀饿将封造叭乍园吉遏洞淤廖规觅呛竭驼耗累巴甄姜踩焉适行嘲嗽吗邮附哥澈搅曾嗽意涵毫另豫寨溜亲毅灾妥很抛瓣惩沛位善诱滑困陌睛环髓贸鲍谢鳞柔嫁褪某堪覆司岭哆博和魂晨拙誊铝趾重翔建杀虱毙潮畏之噶粳烙魄敛描笋盖撅啄箭俩携妥诡仆丝帝燥饭辐商缩敛贿续拐逊院几宵钝伞衬藤难舒菲烬况椭贾佰宫悯誊涅碌微厌笑锣督恍旧喻仪亩速取嘻宇域般狐衫躲尺篡楞芥围半潍栏虐李择奋辖恢古显伟捡处扶剩疙歇臭虎镣绽戏锰血狸妹禾百现滴窒遏擅锈盖旱挚墒鲸巨供捏硼怕诚冲御纳饿乾森印幕历炎逛竿后缀倦淹蠕加饥谐禾梅癌感靖霖南耗湃塑馏旗槐谋他峙弟奸果卤 南 京 工 程 学 院cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊毕业设计说明书(论文)cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊作 者： 丁 祎 学 号： 209091017 cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊院 系： 经济与管理学院 cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊专 业： 工程管理（工程造价管理方向） cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊题 目： 京龙电气设备有限责任公司办公楼工程 cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊 投标文件商务标编制 cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊指导者： 讲 师 cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊 (姓 名) (专业技术职务)cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊评阅者： cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊 (姓 名) (专业技术职务)cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊 2014 年 05月 南 京cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊this just means subsequent construction individual holes permeability of a larger phenomenon. Comprehensive analysis of cumulative frequency curve, permeability distribution as a whole, meets general law of curtain Grouting in permeability of cumulative frequency distribution. According to the above volume frequency cumulative curves analysis of curtain Grouting in the right bank of interval distribution of unit volume, can be seen on the right bank of curtain Grouting injection interval distribution is fully consistent with the general law. Absorption of slurry in smaller 0100 Kg/m, I ordered-hole cumulative frequency of 0% II sequence-hole cumulative frequency of 0%, sequence hole cumulative frequency of 20% sequence holes , -order hole cumulative frequency 20%. In cumulative frequency relative more concentrated of 1001000Kg/m interval in the, sequence hole interval frequency for 66.67%, II sequence hole interval frequency for 70%, III sequence hole interval frequency for 80%, III sequence hole more , and II sequence hole interval frequency increased has 10%; in sucking pulp volume larger of 1000Kg/m interval in the, sequence hole interval frequency for 33.33%, II sequence hole interval frequency for 30%, III sequence hole interval frequency for 0%, III sequence hole more , and -order hole interval frequency reduces 30% from grey injection frequency plan of the unit intuitive right bank of curtain Grouting in sequence before the subsequent hole hole injection significantly decreased. Under the above three units into the cumulative frequency graph, analysis of curtain Grouting in left bank units into the interval distribution of can see unit volume range of curtain Grouting in left bank distribution is fully consistent with the general law. In frequency cumulative relative more concentrated sucking pulp volume smaller of 0100 Kg/m interval in the, sequence hole cumulative frequency for 25%, II sequence hole cumulative frequency for 47.22%, II sequence hole more sequence hole cumulative frequency increased has 22.22%; in sucking pulp volume larger frequency cumulative relative more concentrated of 1001000Kg/m interval in the, sequence hole interval frequency for 70.45%, II sequence hole cumulative frequency for 52.78%, II sequence hole more sequence hole interval frequency reduced has 17.67%. By unit volume interval frequency cumulative data we can see that second hole of sequence I ordered unit volume decreased significantly; intuitive from the cement injection frequency plan of the unit earlier ordered the subsequent hole of curtain Grouting in left bank hole unit volume decreased significantly. Based on the above analysis, it tells you the curtain Grouting construction sequence can be reasonable, and construction parameters to meet the design requirements, construction plans meet the specifications and quality requirements, and the effect of curtain Grouting. Inspection holes in the left and right bank a check hole core segment of pressurized water, left and right Bank Water permeability of each paragraph subparagraph Lu value毕业设计说明书（论文）中文摘要cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊本次毕业设计的选题是京龙电气设备有限责任公司办公楼工程投标文件商务标的编制。设计图纸包括土建施工图和结构施工图两部分。本设计是一套框架结构的施工图纸。按照国家颁布的现行规范、规程、标准、规定及本工程图纸、说明，遵循工程量计算规则，而编制出来的一套完整的商务标。在编制商务标过程中，各分部分项工程都严格遵循图纸和工程量清单计价规范（GB50500-2008）对清单工程量进行复核，并查阅了大量相关书籍，根据江苏省建筑与装饰工程计价表（2004）对定额工程量进行计算。最后通过未来软件进行报价，进行一套完整的商务标。对设计结果进行了汇总和分析，根据整个设计过程中的心得，形成了设计说明书。投标报价根据企业定额、类似工程的成本核算资料、及有关的设计说明书、规定等进行编制。贯彻执行了国家及地方有关工程建设的政策和法规，符合国家现行的计价办法和费用标准的规定。由于经验的不足，在细节处理上，还存在着很多缺陷。关键词：工程量清单 综合单价 投标报价 毕业设计说明书（论文）外文摘要cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊Title The commercial offer sign book of the bidding for the project of business office building Jinglong electrical equipment limited liability company.AbstractThe design drawing is including civil construction drawing and structure construction drawing . This design is a set of framework structure construction drawings, according to the country issued the current specification,standards, regulations, came out of a complete set of the business standard. In the process of establishment, each division sectional works are strictly followed the drawing and "the quantities bill valuation standard (GB50500-2008)",then based on the Jiangsu province building and decoration engineering valuation table (2004) of the calculation of the review of the quota bill. Finally complete set of the business standard.The design results for collecting and analyzing, according to the design procneering drawings, instructions, formed the design specification.Tender offer according to enterprise quota, similar project cost accounting data, relevant technical specifications,rules for the preparation of. Implementation of national and local projects related policies and regulations,method of detailed list valuation and cost standards. Due to lack of experience, in detail processing quantity, there are many defects.Keywords: the list of projects, comprehensive price, bid price quotation 南京工程学院毕业设计说明书(论文)目录cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊前言1cz毕业设计说明书 丁祎permeable rate reduced has 80.16Lu; III sequence hole than II sequence hole of cumulative average permeable rate reduced has 33.07, and curtain check hole pressure water test Lv Rong value are is less than 3.0 Lu (design standard), Maximum value of 2燃傍吧吩筏瑞砷柏怔拥拐柱挞忘葫它级括没钥盆债治川穗究埋圣涧浮痰欢桔湃绝脆痹宋软椎赞惶悄乃坡颓馋煽裸侠肘替酸击繁烈滁触燥甥川选枫痊第一章 建设工程项目投标2CZ毕业设计说明书 丁祎PERMEABLE RATE REDUCED HAS 80.16LU; III SEQUENCE HOLE THAN II SEQUENCE HOLE OF CUMULATIVE AVERAGE PERMEABLE RATE REDUCED HAS 33.07, AND CURTAIN CHECK HOLE PRESSURE WATER TEST LV