20
Article
*1 *2 *3 *1 *2 *3Simple Test for Measurement of Chloride Ion Penetration Depth
of Hardened Concrete with Drilling Powder
Relation between Discolored Boundary of AgNO
3Solution and Content of Chloride Ion
Saki HIKE
*1, Takehiro SAWAMOTO
*2and Koji KAWAMATA
*3*1
Undergraduate,
Dept. of Building Technologists, Institute of Technologists
*2Dept. of Building Technologists, Institute of Technologists
*3
Chuken Consultant Co.,Ltd
Abstract We have been developed the simple test to measure chloride ion penetration depth of concrete by using drilling powder and AgNO3 solution. When the drilling powder each depth of concrete was combined with
the AgNO3 solution, it discolored three varieties of color, and they were light gray, light brown and dark
brown. In other words, two discolored boundary appeared. One was discoloration from light gray to light brown (discolored boundary ). The other was discoloration from light brown to dark brown (discolored boundary ). In this study, content of chloride ion at the boundaries were investigated. As a result, total chloride ion at the boundaries tended to become little so that consistency of AgNO3 solution became thin.
When the consistency of AgNO3 solution was 0.05mol/l, the total chloride ion at the discolored boundary
showed about 6kg/m3, and the discolored boundary showed about 2kg/m3. When the consistency of AgNO3 solution was 0.025mol/l, the total chloride ion at the discolored boundary showed about 3/m3, and
the discolored boundary showed about 1kg/m3.
Key Words : Concrete, Drilling powder, AgNO
3solution, Content of chloride ion, Penetration depth
JIS A 1154
JCI-SC4 JCI-SC5
1,2)
JIS A 1152
21
The Bulletin of Institute of Technologists, No. 7
3,4,5)
60% 30%
20mm
24 60
58.5% 31%
24
40
20mm
60
20mm
1
2
4
NaCl
10%
1
2
20mm
10mm
10mm
20mm
10mm 20mm
70mm
1
5g
5g
1
1
3)Table 1 Mix proportions and test results (Laboratory mixing)
22
1
4)AgCl
Ag O
1,2)2
5) 1)0.1mol/l 0.05mol/l
0.025mol/l
3
C
3
JIS
6)
Fig.1 Simple test for measurement of chloride ion penetration depth of hardened concrete
Fig.2 Discoloration of AgNO3 solution5)
23
The Bulletin of Institute of Technologists, No. 7
0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.1mol l Laboratory Right gray Right brown Dark brown 0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.1mol l Factory Right gray Right brown Dark brown 0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.05mol l Laboratory Right gray Right brown Dark brown 0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.05mol l Factory Right gray Right brown Dark brown 0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.025mol l Laboratory Right gray Right brown Dark brown 0 3 6 9 12 15 0 20 40 60 80
Distance from concrete surface mm
0.025mol l Factory
Right gray Right brown Dark brown
24
4)NDIS 3419
0.1mol/l
4
6kg/m
33 9kg/m
30.05mol/l
4
0.1mol/l
6kg/m
36
2kg/m
32kg/m
30.025mol/l
4
0.025mol/l
3kg/m
33 1kg/m
31kg/m
32kg/m
3 7)0.025mol/l
(1) (3)
(1)
(2)
0.05mol/l
6kg/m
36 2kg/m
32kg/m
3(3)
0.025mol/l
3kg/m
33 1kg/m
31kg/m
31) Nobuaki Otsuki, Shigeyoshi Nagataki, Kenji Nakashita: Evaluation of AgNO3 Solution Spray Method for