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1、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 av
2、erage 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
3、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
4、 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
5、 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 ab
6、ove 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 permeabl
7、e 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
8、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, fr
9、om 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
10、 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 i
11、rrigation the largest hole of Lv Rong orderings I ordered are slightly larger, but 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 Gr
12、outing 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 co
13、nsistent 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 conc
14、entrated 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
15、/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 cu
16、rtain 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
17、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 cumula
18、tive 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 red
19、uced 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 volu
20、me 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. In
21、spection 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 南 京 工 程 学 院 毕业设计说明书(论文) 作 者： 丁丁 祎祎 学 号： 209091017 院 系： 经济与管理学院经济与管理学院 专 业： 工程管理（工程造价管理方向）工程管理（工程造价管理方向） 题 目： 京龙电气设备有限责任公司办公楼工程京龙电气设
22、备有限责任公司办公楼工程 投标文件商务标编制投标文件商务标编制 指导者： 讲讲 师师 (姓 名) (专业技术职务) 评阅者： 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), Maxim
23、um 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 va
24、lue 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 aver
25、age 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 a
26、re 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
27、 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 h
28、ole 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, cum
29、ulative 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
30、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
31、 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 construct
32、ion sequence is reasonable. Before the actual construction of irrigation the largest hole of Lv Rong orderings I ordered are slightly larger, but this just means subsequent construction individual holes permeability of a larger phenomenon. Comprehensive analysis of cumulative frequency curve, permea
33、bility 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
34、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 cumul
35、ative 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 frequ
36、ency 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
37、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
38、 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 f
39、requency 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.
40、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
41、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 a
42、nd 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 (姓 名) (专业技术职务) 2014 年 05 月 南 京 摘 要 this just means subsequent constr
43、uction 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 curv
44、es 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%
45、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 freq
46、uency 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 se
47、quence 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
48、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 pu
49、lp 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