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碾压砼配合比

464
464
618
C18020
II
0.5
40
33
1
0.09
3—8
2430
91
182
109
73
1.82
0.1638
702
713
713
---
2014年9月25日报业主(716号信)
Mix Design of GEVR Grout(加浆量6%)
2014年10月8日,在报业主751号信(1~2坝段137~138.8碾压砼施工措施中整理提交),业主于2014年10月21日1176号信中同意施工措施。
/
Grout
0.50
/
/
0.80
/
/
1746
582
1164
1164
/
9.312
/
/
/
/
/
/
Notes for the above table: W-Water, C-Cement, F-Fly ash, RS-River sand, QD-Crushed sand, FDN-2002-Superplasticizer, FDN-MTG-Set retardingsuperplasticizer, NK-Air entraining agent, G25-Small aggregate, G-38-Medium aggregate, G63-Large aggregate.
2014年9月8日报业主(662号信)
Table 25 Proposed Mix Proportion for RCC Concrete Construction
Strength Grade
Gradation
W/(C+F)
Fly Ash Dosage
(%)
Sand rate(%)
Superplasticizer
155
93
62
1.318
0.1395
135
541
452
602
452
C18020

0.55
40
31
0.85
0.09
3—7
2430
93
169
101
68
1.437
0.1522
134
538
449
598
449
GEVR Grout
0.50
/
/
0.80
/
/
1746
582
1164
1164
/
9.312
/
/
/
/
/
/
Table26 Proposed Mix Proportionof Mortar and Grout for Treatment of RCC Layers and Joint Surface
155
93
62
1.318
0.1395
135
541
452
602
452
C18020

0.55
40
31
0.85
0.09
3—7
2430
93
169
101
68
1.437
0.1522
134
538
449
598
449
M20Motar
0.52
20
/
0.85
/
/
2120
265
510
408
102
4.335
/
673
673
/
/
QD
M20Motar
0.52:1:2.64
0.85
20
2189
274
526
421
105
4.473
695
695
M25Motar
0.46:1:2.19
0.85
20
2158
272
591
473
118
5.025
647
647
G20 Grout
0.50:1
0.80
/
1730
577
1153
1153
/
9.227
/
/
G15 Grout
0.55:1
0.80
/
1695
601
1094
1094
/
8.748
/
/
2014年9月13日报业主(681号信)
临水面抗渗体的水灰比
Strength Grade
Gradation
W/(C+F)
Fly Ash Dosage (%)
Sand rate(%)
SuperplasticizerDosage(%)
Air EntrainingAgent Dosage(%)
Dosage
(%)
Air Entraining
Agent Dosage
(%)
VC
(s)
Theoretical Volume Weight (kg/m3)
Materials Content of Concrete (kg/m3)
W
C+F
C
F
FDN-MTG
NK
RS
QD
G25
G38
G63
C18015

0.60
Dosage
(%)
Air Entraining
Agent Dosage
(%)
VC
(s)
Theoretical Volume Weight (kg/m3)
Materials Content of Concrete (kg/m3)
W
C+F
C
F
FDN-MTG
NK
RS
QD
G25
G38
G63
C18015

0.60
40
35
0.85
0.08
3—7
2400
102
170
102
68
1.445
0.1360
149
596
692
692
/
C18020

0.55
40
35
0.85
0.08
3—7
2400
100
182
109
73
1.545
0.1455
148
593
688
688
/
C18015

0.60
40
31
0.85
0.09
3—7
2430
93
2014年8月22日报业主(605号信)
Table 25Proposed Mix Proportion for RCC Concrete Construction
Strength Grade
Gradation
W/(C+F)
Fly Ash Dosage
(%)
Sand rate(%)
Superplasticizer
VC(s)
Theoretical Volume Weight (kg/m3)
Materials Content of Concrete (kg/m3)
W
C+F
C
F
FDN-MTG
NK
QD
G25
G38
G63
C18020

0.5
40
29
1
0.09
3—7
2430
84.5
169
101
68
1.69
0.1521
631
Table 1.4-1RCC Mix Design
Table 1.4-2GEVR Grout Mix Design(加浆量4%)
Table 1.4-3Proposed Mix Proportion of Mortar and Grout for Treatment of RCC Layers and Joint Surface
40
35
0.85
0.08
3—7
2400
102
170
102
68
1.445
0.1360
149
596
692
692
/
C18020

0.55
40
35
0.85
0.08
3—7
2400
100
182
109
73
1.545
0.1455
148
593
688
688
/
C18015

0.60
40
31
0.85
0.09
3—7
2430
93
Strength Grade
Mix Proportion
Superplasticizer
Dosage
(%)
Fly Ash Dosage
(%)
Volume Weight
(kg/m3)
Materials content of concrete(kg/m3)
W:(C+F):S
W
C+F
C
F
FDN-MTG
RS
Table 1.4-4GEVR Grout Mix Design(加浆量6%)
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