Polycarboxylic Acid Concrete Admixture

Information

  • Patent Application
  • 20080027177
  • Publication Number
    20080027177
  • Date Filed
    May 07, 2004
    20 years ago
  • Date Published
    January 31, 2008
    16 years ago
Abstract
The polycarboxylic acid concrete admixture of the present invention exhibits properties such as decreasing the concrete viscosity, improving the slump-retaining ability, and suppressing bleeding water, and is improved in the ability to cement compositions or the like. The above-mentioned polycarboxylic acid concrete admixture comprises a polycarboxylic acid polymer containing a polyalkylene glycol in the side chain, wherein the polycarboxylic acid polymer is obtained by polymerizing monomer components containing an alkyl (meth)acrylate monomer and a specific polyalkylene glycol unsaturated monomer and unsaturated carboxylic acid (salt) monomer, and it has a specific weight average molecular weight.
Description
BEST MODES FOR CARRYING OUT THE INVENTION

The following examples illustrate the present invention more specifically. They are, however, by no means limitative of the scope of the invention. In the examples, “%” represents “% by mass”, unless otherwise specified.


Example 1

A glass-made reaction tank (content: 1 liter) equipped with a thermometer, stirrer, dropping funnel, nitrogen inlet tube and reflux condenser was charged with 377 g of water. The reaction vessel inside was purged with nitrogen under stirring, and heated to 70° C. in a nitrogen atmosphere. Then, to the reaction vessel, a mixed solution composed of 239 g of methoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide 10), 64 g of methacrylic acid, 14 g of sodium methacrylate, 9 g of 3-mercaptopropionic acid and 92 g of deionized water was added dropwise over 5 hours. At the same time, an aqueous solution dissolving 5.1 g of a 30% hydrogen peroxide solution in 50 g of water and an aqueous solution dissolving 2.0 g of L-ascorbic acid in 50 g of water were added thereto dropwise over 6 hours. Further at the same time, dropping of 57 g of methyl methacrylate was started at a feed rate of 0.148 g/min. After the lapse of 235 minutes from starting the dropping, the feed rate of methyl methacrylate was changed to 0.344 g/min., and the dropping was completed in 5 hours.


After completion of the dropping, the reaction mixture was maintained at 70° C. for 1 hour. Moreover, the pH of this reaction mixture was adjusted to 7 with sodium hydroxide to obtain a polycarboxylic acid (P-1) of the present invention with a weight average molecular weight of 7700 as determined by gel permeation chromatography and expressed on the polyethylene glycol equivalent basis.


Example 2

A glass-made reaction tank (content: 0.5 liter) equipped with a thermometer, stirrer, dropping funnel, nitrogen inlet tube and reflux condenser was charged with 70 g of water. The reaction vessel inside was purged with nitrogen under stirring, and heated to 70° C. in a nitrogen atmosphere. Then, to the reaction vessel, a mixed solution composed of 121 g of methoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide 6), 36 g of methacrylic acid, 4.3 g of 3-mercaptopropionic acid and 60 g of deionized water was added dropwise over 5 hours. At the same time, an aqueous solution dissolving 2.7 g of a 30% hydrogen peroxide solution in 30 g of water and an aqueous solution dissolving 1.0 g of L-ascorbic acid in 30 g of water were added dropwise over 6 hours. Further at the same time, 27.5 g of methyl methacrylate was added thereto dropwise in 5 hours. After completion of the dropping, the reaction mixture was maintained at 70° C. for 1 hour. Furthermore, the pH of this reaction mixture was adjusted to 7 with sodium hydroxide to obtain a polycarboxylic acid (P-2) of the present invention with a weight average molecular weight of 8900 as determined by gel permeation chromatography and expressed on the polyethylene glycol equivalent basis.


Example 3

A glass-made reaction tank (content: 0.5 liter) equipped with a thermometer, stirrer, dropping funnel, nitrogen inlet tube and reflux condenser was charged with 80 g of water. The reaction vessel inside was purged with nitrogen under stirring, and heated to 70° C. in a nitrogen atmosphere. Then, to the reaction vessel, a mixed solution composed of 109 g of methoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide 25), 22 g of methacrylic acid, 18 g of methyl methacrylate, 1.7 g of 3-mercaptopropionic acid and 37 g of deionized water was added dropwise over 5 hours. At the same time, an aqueous solution dissolving 2.6 g of ammonium persulfate salt in 30 g of water was added dropwise over 6 hours. After completion of the dropping, the reaction mixture was maintained at 70° C. for 1 hour. Furthermore, the pH of this reaction mixture was adjusted to 7 with sodium hydroxide to obtain a polycarboxylic acid (P-3) of the present invention with a weight average molecular weight of 18000 as determined by gel permeation chromatography and expressed on the polyethylene glycol equivalent basis.


Comparative Example 1

A glass-made reaction tank (content: 1 liter) equipped with a thermometer, stirrer, dropping funnel, nitrogen inlet tube and reflux condenser was charged with 273 g of water. The reaction vessel inside was purged with nitrogen under stirring, and heated to 80° C. in a nitrogen atmosphere. Then, to the reaction vessel, a mixed solution composed of 375 g of methoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide 25), 75 g of methacrylic acid, 3.3 g of 3-mercaptopropionic acid and 100 g of deionized water was added dropwise over 5 hours. At the same time, an aqueous solution dissolving 3 g of a 30% hydrogen peroxide solution in 50 g of water and an aqueous solution dissolving 1.2 g of L-ascorbic acid in 50 g of water were added dropwise over 6 hours. After completion of the dropping, the reaction mixture was maintained at 80° C. for 1 hour to obtain a comparative polycarboxylic acid (H-1) with a weight average molecular weight of 24000 as determined by gel permeation chromatography and expressed on the polyethylene glycol equivalent basis.


Examples 4 to 13, Comparative Examples 2 to 9

With the monomer compositions shown in Table 1 below, polycarboxylic acids (P-2) to (P-13) were obtained in the same manner as Example 1, and polycarboxylic acids (H-2) to (H-9) for comparison were obtained in the same manner as Comparative Example 1. The weight average molecular weights of the polycarboxylic acids (P-4) to (P-13) and (H-2) to (H-9) were measured by gel permeation chromatography in terms of polyethylene glycol are shown in Table 1.













TABLE 1







Polycarboxylic
Monomer composition
Wight average



acid
(mole %)
molecular weight



















Example 4
P-4
PGM-23E/MAA/EMA
12000




(17/57/26)


Example 5
P-5
PGM-23E/MAA/IPMA
12000




(18/60/22)


Example 6
P-6
PGM-23E/MAA/nBMA
12000




(20/60/20)


Example 7
P-7
IPN-25/AA/BA
17000




(35/35/30)


Example 8
P-8
IPN-25/AA/AM
18000




(15/30/55)


Example 9
P-9
IPN-15/AA/AM
16000




(39/37/24)


Example 10
P-10
IPN-25/AA/AM
14000




(21/59/20)


Example 11
P-11
PGM-24E/AA/MMA
15000




(16/63/21)


Example 12
P-12
PGM-10E/MAA/AM
18000




(39/40/21)


Example 13
P-13
PGM-25E/MAA/AM
13000




(15/40/45)


Compar. Ex. 2
H-2
PGM-23E/MAA/MMA
45000




(20/50/30)


Compar. Ex. 3
H-3
PGM-23E/MAA/AM
15000




(22/66/12)


Compar. Ex. 4
H-4
PGM-23E/MAA/EHM
11700




(5/25.6/69.4)


Compar. Ex. 5
H-5
PGM-23E/MAA/MMA
24000




(20/50/30)


Compar. Ex. 6
H-6
PGPh-10E/PEA-8/PEA-5/MAA/MA/MBS
16000




(11.35/2.38/10.54/45.2/22.7/7.83)


Compar. Ex. 7
H-7
IPN-25/AA/BA
27000




(37.9/27.6/34.5)


Compar. Ex. 8
H-8
PGM-28E/MAA/EA
36000




(20/60/20)


Compar. Ex. 9
H-9
PGM-23E/MAA/MMA
15000




(15/15/70)









Production Examples 1 to 6

With the monomer compositions shown in Table 2 below, polycarboxylic acids (S-1) to (S-6) were obtained in the same manner as Comparative Example 1. The weight average molecular weights of the polycarboxylic acids (S-1) to (S-6) were measured by gel permeation chromatography in terms of polyethylene glycol are shown in Table 2.













TABLE 2







Polycarboxylic
Monomer composition
Wight average



acid
(mole %)
molecular weight



















Production
S-1
PGM-50E/MAA
21000


Ex. 1

(19/81)


Production
S-2
PGM-130E/MAA
40000


Ex. 2

(15/85)


Production
S-3
IPN-25/MA
25000


Ex. 3

(33/67)


Production
S-4
IPN-50/MA
28000


Ex. 4

(33/67)


Production
S-5
IPN-25/AA
27000


Ex. 5

(24/76)


Production
S-6
IPN-50/AA
27000


Ex. 6

(20/80)









The descriptions in Table 1 and 2 are as follows.

  • PGM-130E, PGM-50E, PGM-28E, PGM-24E, PGM-10E: methoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide is respectively 130, 50, 28, 24 and 10)
  • IPN-50, IPN-25, IPN-15: ethylene oxide adduct of 3-methyl-3-butene-1-ol (average molar number of addition of ethylene oxide is respectively 50, 25 and 15)
  • AM: methyl acrylate
  • MMA: methyl methacrylate
  • MAA: methacrylic acid
  • EMA: ethyl methacrylate
  • IPMA: isopropyl methacrylate
  • nBMA: n-butyl methacrylate
  • BA: n-butyl acrylate
  • EA: ethyl acrylate
  • PHPh-10E: phenoxypolyethylene glycol monomethacrylate (average molar number of addition of ethylene oxide is respectively 8 and 5)
  • MA: maleic acid
  • MBS: methallyl benzenesulfonate


By a concrete test, the polycarboxylic acids obtained in Examples 1 to 3 and Comparative Examples 1 to 9 were evaluated as concrete admixtures. The results are shown in Table 3. Moreover, these polycarboxylic acids were mixed in mass rarios shown in Table 4, and the resultants were evaluated as concrete admixtures. The results are shown in Table 4. The concrete test conditions are as follows.


Concrete Test Conditions



  • Tap water: 172 kg/m3

  • Cement (product of Taiheiyo Cement Corporation): 491 kg/m3

  • Fine aggregate (pit sand produced from Ogasa yama): 744.5 kg/m3

  • Coarse aggregate (blend of crushed stones Nos. 5 and 6 with single grain size produced from Ome, mixing ratio 53/47): 909.8 kg/m3



The above materials were mixed with a pan mixer for 90 seconds.


The slump immediately after the mixing was measured by setting at 23.5 to 25 cm.


The amounts of addition (amounts of addition in terms of the solid matters) of the polycarboxylic acids obtained in Examples 1 to 3 and Comparative Examples 1 to 3 relative to 100% by mass of the solid matters of the cement were adjusted as shown in Table 3 and 4. The amount of addition shown in Examples a to h of Table 4 indicates the amount of addition (amount of addition in terms of solid matter) in the state that a polycarboxylic acid is mixed.















TABLE 3







Polycar-
Monomer
Water-
Slump-




boxylic
composition
reducing
retaining
Concrete



acid
(mole %)
ability
ability
condition





















Example A
P-1
0.60
Δ




Example B
P-2
0.60
Δ




Example C
P-3
0.30





Example D
P-4
0.40





Example E
P-5
0.50
Δ




Example F
P-6
0.60
Δ




Example G
P-7
0.50
Δ




Example H
P-8
0.70
Δ




Example I
P-9
0.40





Example J
P-10
0.30





Example K
P-11
0.40





Example L
P-12
0.40





Example M
P-13
0.50
Δ




Compar.
H-1
0.20

X
X


Ex. A


Compar.
H-2
0.30

Δ
Δ


Ex. B


Compar.
H-3
0.30

Δ
Δ


Ex. C


Compar.
H-4
0.90
X

Δ


Ex. D


Compar.
H-5
0.60
Δ

X


Ex. E


Compar.
H-6
0.90
X

Δ


Ex. F


Compar.
H-7
0.70
Δ

X


Ex. G


Compar.
H-8
0.60
Δ
Δ
X


Ex. H


Compar.
H-9
0.90
X
Δ
Δ


Ex. I






















TABLE 4







Polycar-







boxylic
Monomer
Water-
Slump-



acid (mass
composition
reducing
retaining
Concrete



ratio)
(mole %)
ability
ability
condition





















Example a
P-1/H-1
0.30






mixed



(20/80)


Example b
P-1/H-1
0.25






mixed



(50/50)


Example c
P-1/S-1
0.22






mixed



(80/20)


Example d
P-8/S-2
0.20






mixed



(90/10)


Example e
P-1/S-3
0.27






mixed



(60/40)


Example f
P-1/S-4
0.26






mixed



(70/30)


Example g
P-1/S-5
0.26






mixed



(60/40)


Example h
P-1/S-6
0.23






mixed



(75/25)


Compar.
H-1
0.20

X
X


Ex. a


Compar.
H-2
0.30

Δ
Δ


Ex. b


Compar.
H-3
0.30

Δ
Δ


Ex. c


Compar.
S-1
0.18

X
X


Ex. d


Compar.
S-2
0.16

X
X


Ex. e


Compar.
S-3
0.23

X
Δ


Ex. f


Compar.
S-4
0.22

X
X


Ex. g


Compar.
S-5
0.22

X
Δ


Ex. h


Compar.
S-6
0.20

X
X


Ex. i









In Table 3 and 4, various properties were evaluated as follows.


The water-reducing ability was compared for an amount required for providing the predetermined slump value. Those requiring a small amount of addition were evaluated as good in water-reducing ability, and those requiring a large amount of addition were evaluated as poor in water-reducing ability. Specifically, it was evaluated as the following criteria.

  • ⊚: Less than 0.25 (% by mass) of the amount of addition
  • ◯: Not less than 0.25 (% by mass) and less than 0.40 (% by mass) of the amount of addition
  • Δ: Not less than 0.40 (% by mass) and less than 0.80 (% by mass) of the amount of addition
  • ×: Not less than 0.80(% by mass) of the amount of addition


The slump-retaining ability was compared for ratios after the lapse of 60 minutes relative to the initial slump value. Those with high ratios were evaluated as good in slump-retaining ability, and those with low ratios were evaluated as poor in slump-retaining ability. Specifically, it was evaluated as the following criteria.

  • ⊚: The slump value after the lapse of 60 minutes being not less than 80% relative to the initial slump value
  • ◯: The slump value after the lapse of 60 minutes being not less than 70% and less than 80% relative to the initial slump value
  • Δ: The slump value after the lapse of 60 minutes being not less than 60% and less than 70% relative to the initial slump value
  • ×: The slump value after the lapse of 60 minutes being less than 60% relative to the initial slump value


The concrete condition was evaluated as follows. Those high in concrete viscosity when mixed with a scoop and with a large amount of adhesion of mortar to the scoop are poor in concrete condition. As the concrete viscosity becomes lower and the adhesion of mortar becomes smaller, the concrete condition becomes better. Specifically, it was evaluated as the following criteria.

  • ⊚: Low in concrete viscosity when mixed, and there is almost no adhesion of mortar to a scoop
  • ◯: Low in concrete viscosity when mixed, but there is adhesion of mortar to a scoop
  • Δ: High in concrete viscosity when mixed, and also there is adhesion of mortar to a scoop
  • ×: High in concrete viscosity when mixed, and there is a large amount of adhesion of mortar to a scoop


As shown in Table 3, Comparative Example A using the polycarboxylic acid (H-1) is excellent in the water-reducing ability, but remarkably poor in the slump-retaining ability and concrete condition. Comparative Example C using the polycarboxylic acid (H-2) and Comparative Example D using the polycarboxylic acid (H-3) are good in the water-reducing ability, but poor in the slump-retaining ability and concrete condition. Comparative Example D using the polycarboxylic acid (H-4), Comparative Example F using the polycarboxylic acid (H-6), and Comparative Example I using the polycarboxylic acid (H-9) are good in the retaining ability, but remarkably poor in the water-reducing ability. Comparative Example E using the polycarboxylic acid (H-5), Comparative Example G using the polycarboxylic acid (H-7), and Comparative Example H using the polycarboxylic acid (H-8) are remarkably poor in the concrete condition.


Meanwhile, Examples A to M using the polycarboxylic acids (P-1) to (H-13) are good in all of the water-reducing ability, retaining ability and condition.


Furthermore, as shown in Table 4, Comparative Examples a to i using the polycarboxylic acids (H-1), (H-2), (H-3), (S-1), (S-2), (S-3), (S-4), (S-5) and (S-6) are excellent in the water-reducing ability, but poor in the slump-retaining ability and concrete condition.


Meanwhile, Examples a to h mixing the polycarboxylic acids (P-1) or (P-8) of the present invention are improved in the slump-retaining ability and concrete condition while maintaining the water-reducing ability.


The present application claims priority under 35 U.S.C. § 119 to Japanese Patent Application No. 2003-132287, filed May 9, 2003, entitled “POLYCARBOXYLIC ACID CONCRETE ADMIXTURE”. The content of this application is incorporated herein by reference in their entirety.

Claims
  • 1. A polycarboxylic acid concrete admixture comprising a polycarboxylic acid polymer containing a polyalkylene glycol in the side chain, wherein said polycarboxylic acid polymer is formed by polymerizing monomer components comprising 20 to 60 mole % of at least one alkyl (meth) acrylate monomer selected from the group consisting of methyl (meth) acrylate, ethyl (meth) acrylate, propyl (meth) acrylate and butyl (meth) acrylate, 15 to 40 mole % of a polyalkylene glycol unsaturated monomer represented by the following formula (1);
  • 2. The polycarboxylic acid concrete admixture according to claim 1, which comprises the polycarboxylic acid polymer according to claim 1 and another polycarboxylic acid polymer differing from said polymer.
  • 3. The polycarboxylic acid concrete admixture according to claim 2, wherein the mixing mass ratio of the polycarboxylic acid polymer according to claim 1 and another polycarboxylic acid polymer differing from said polymer is 5 to 95:95 to 5.
  • 4. A cement composition which comprises the polycarboxylic acid concrete admixture according to claim 1.
  • 5. A cement composition which comprises the polycarboxylic acid concrete admixture according to claim 2.
  • 6. A cement composition which comprises the polycarboxylic acid concrete admixture according to claim 3.
Priority Claims (1)
Number Date Country Kind
2003-132287 May 2003 JP national
PCT Information
Filing Document Filing Date Country Kind 371c Date
PCT/JP04/06475 5/7/2004 WO 00 7/17/2006