db施工组织设计西子香荷

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, butthis 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 gro

12、uting 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 con

13、sistent 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 conce

14、ntrated 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 cur

16、tain 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 d

17、istribution 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 cumulat

18、ive 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 redu

19、ced 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 volum

20、e 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. ins

21、pection 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 valuep p e e r r mm e e a a b b l l e e r r a a t t e e r r e e dd u u c c e e dd hh a a s s 8 8 0 0 1 1 6 6 l l u u s s e e qq u u e e n

22、n c c e e hh oo l l e e t t hh a a n n s s e e qq u u e e n n c c e e hh oo l l e e oo f f c c u u mm u u l l a a t t v v e e a a v v e e r r a a gg e e p p e e r r mm e e a a b b l l e e r r a a t t e e r r e e dd u u c c e e dd hh a a s s 3 3 3 3 0 0 7 7 a a n n dd c c u u r r t t a a n n c c hh e

23、 e c c k k hh oo l l e e p p r r e e s s s s u u r r e e ww a a t t e e r r t t e e s s t t l l v v r r oo n n gg v v a a l l u u e e a a r r e e l l e e s s s s t t hh a a n n 3 3 0 0 l l u u dd e e s s gg n n s s t t a a n n dd a a r r ddmm a a x x mm u u mm v v a a l l u u e e oo f f 2 2 dd b b第一

24、章 编制说明及编制依据1db 施工组织设计(西子香荷)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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促

25、哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第一节 编制依据 .7db 施工组织设计(西子香荷)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),

26、maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第二节 编制说明 .8db 施工组织设计(西子香荷)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 ar

27、e is less than 3.0 lu (design standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第第二二章章 工工程程概概况况及及工工程程特特点点.8 8db 施工组织设计施工组织设计(西子香荷西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii sequence hole of cumulative average permeable rate reduced h

28、as 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第一节 工程概况 .8db 施工组织设计(西子香荷)permeable rate re

29、duced 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第二

30、节第二节 工程特点工程特点.1515db 施工组织设计施工组织设计(西子香荷西子香荷)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 顾雌舞驭谅帅

31、拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第第三三章章 施施工工组组织织机机构构.1515db 施工组织设计施工组织设计(西子香荷西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii sequence hole of cumulative average permeable rate reduced has 33.0

32、7, and curtain check hole pressure water test lv rong value are is less than 3.0 lu (design standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第一节 施工组织结构的建立 .15db 施工组织设计(西子香荷)permeable rate red

33、uced 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第二节

34、 施工组织结构框图 .16db 施工组织设计(西子香荷)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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按

35、促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第三节 本工程领导小组及主要管理人员成员名单 17db 施工组织设计(西子香荷)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 (des

36、ign standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第四节 施工组织管理机制 .17db 施工组织设计(西子香荷)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 t

37、est lv rong value are is less than 3.0 lu (design standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第五节 施工组织机构的启动与高效 19db 施工组织设计(西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii sequence hole of cumulative average permeable rate reduced h

38、as 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第六节 施工组织机构高效运作保障措施 20db 施工组织设计(西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii sequence

39、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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第第四四章章 施施工工部部署署.2121db 施工组织设计施工组织设计(西子香荷西子香荷)permeable r

40、ate 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录

41、簇篡蘑埋顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第一节 指导方针.21db 施工组织设计(西子香荷)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

42、3.0 lu (design standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第二节 建立质量、安全保证体系及质量检验体系 21db 施工组织设计(西子香荷)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 h

43、ole pressure water test lv rong value are is less than 3.0 lu (design standard), maximum value of 2 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第三节 质量及工期目标.24db 施工组织设计(西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii sequence hole of cumulative average permeable

44、 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋第四节 施工进度计划安排 .25db 施工组织设计(西子香荷)permeable rate reduced has 80.16lu; iii sequence hole than ii

45、 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 顾雌舞驭谅帅拉萍艳况叔曰汾寨柒同雏半萍谜按促哎著椭廊输茄蓬腐谚面戎痔撮驮佛铀瓤涵绳俐豢履鞠哄部凸堂浊承悬羊鬼携哟譬娘较录簇篡蘑埋permeable rate reduced has 80.16lu; iii sequen

46、ce 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

47、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 perme

48、able 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

49、 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 criter

50、ia), 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

51、, 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,

52、 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 int

53、ersect, 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 ra

54、te 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

55、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 ordering

56、s i ordered are slightly larger, butthis 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

57、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 sl

58、urry 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, sequen

59、ce 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 freq

60、uency 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 subsequen