JP2010100470A - Cement composition and cement concrete - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a cement composition and cement concrete, imparting excellent rust preventive effect to reinforcing steel, having the blocking effect against infiltration of chloride ion to be intruded from the outside and suppressing the formation of many pores because of little leaching of Ca ion. <P>SOLUTION: Provided are (1) the cement composition containing: a calcium aluminate compound having molar ratio CaO/Al<SB>2</SB>O<SB>3</SB>of 0.15-0.7 and 2,000-7,000 cm<SP>2</SP>/g Blaine specific surface area; and eco-cement, wherein the content of calcium aluminate compound is 1-30 pts.mass based on 100 pts.mass in total of the calcium aluminate compound and the eco-cement, (2) the cement composition (1), wherein the eco-cement is common eco-cement or rapid hardening eco-cement, and (3) the cement concrete containing the cement composition of (1) or (2). <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention mainly relates to a cement composition used in the civil engineering and construction industry.

  In recent years, there has been an increasing demand for improving the durability of concrete structures in the civil engineering and construction fields.

  One of the causes of deterioration of concrete structures is salt damage in which reinforcing steel corrosion becomes obvious due to the presence of chloride ions. A method to give chloride ion penetration resistance to concrete structures as a method to suppress the salt damage. There is.

  As a method for suppressing chloride ion penetration into the inside of a hardened concrete and imparting chloride ion penetration resistance, a method of reducing the water / cement ratio is known (see Non-Patent Document 1). However, in the method of reducing the water / cement ratio, there is a problem that not only the workability is impaired but also a drastic measure is not taken.

In addition, for the purpose of imparting early strength to cement concrete and preventing corrosion of reinforcing steel bars, it is a fine powder mainly composed of CaO.2Al ₂ O ₃ and gypsum and having a brain specific surface area value of 8,000 cm ² / g. Chloride ion infiltration using a cement admixture containing calcium aluminate with a CaO / Al ₂ O ₃ molar ratio of 0.3 to 0.7 (see Patent Document 1) A method for improving resistance (see Patent Document 2) has been proposed.

On the other hand, waste-based cement (hereinafter referred to as “eco-cement”), which is produced using municipal waste incineration ash as a raw material, has recently been in the limelight, making it difficult for alkali-aggregate reactions to occur and reducing the environmental impact. There are great expectations from the viewpoint of establishing a volume reduction system.
The eco cement as compared with ordinary Portland cement, calcium and 3CaO · _Al 2 _{O 3} is aluminate-based compound because it contains a large amount of _{4CaO · Al 2 O 3 · Fe} 2 O, come permeated Since the Al component is chemically adsorbed by chloride ions and can be immobilized in the form of Friedel's salt (3CaO.Al ₂ O ₃ .CaCl ₂ .10H ₂ O), the salt resistance is excellent. However, the formation of voids of several tens to several hundreds of μm generated when calcium hydroxide formed in the hardened cement body is leached into seawater cannot be suppressed, and the hardened body structure becomes porous, which is normal. Although the salt tolerance is superior to that of Portland cement, it has a problem that its ability is not sufficient in a severe salt damage environment.

  On the other hand, a method of adding nitrite or nitrite-type hydrocalumite has also been proposed for the purpose of rust prevention of reinforcing bars (see Patent Documents 3 to 5). However, although nitrite exhibits a rust prevention effect, it does not exert a shielding effect against chloride ions entering from the outside, and nitrite hydrocalumite exhibits a rust prevention effect. However, the hardened cement body containing sucrose tends to be porous, but rather has a problem that it easily allows permeation of chloride ions from the outside.

Koichi Kishitani, Noriaki Nishizawa et al., “Concrete Durability Series, Salt Damage (I)”, Gihodo Publishing, pp. 49-54, May 1986 JP 47-035020 A JP 2005-104828 A JP-A-53-003423 Japanese Patent Laid-Open No. 01-103970 Japanese Patent Laid-Open No. 04-154648

  Because it provides excellent rust prevention effect to the reinforcing steel bars inside the hardened cement concrete, shielding effect of chloride ion penetration into the hardened cement concrete from the outside, and less Ca ion leaching from the hardened cement concrete Provided are a cement composition and cement concrete capable of suppressing porosity.

The present invention comprises (1) a calcium aluminate compound having a CaO / Al ₂ O ₃ molar ratio of 0.15 to 0.7 and a Blaine specific surface area value of 2000 to 7000 cm ² / g and ecocement, and calcium. Cement composition in which calcium aluminate compound is 1 to 30 parts by mass in a total of 100 parts by mass of aluminate compound and ecocement, (2) cement of (1) wherein ecocement is ordinary ecocement or fast-hardening ecocement A composition, (3) cement concrete containing the cement composition of (1) or (2).

  By using the cement composition and cement concrete of the present invention, it gives an excellent rust prevention effect to the reinforcing bars inside the cement concrete hardened body, shielding effect of chloride ion penetration into the cement concrete hardened body entering from the outside, Furthermore, since there is little leaching of Ca ions from the cement concrete hardened body, the effect of suppressing porosity can be achieved.

The present invention will be described in detail below.
In the present invention, “parts” and “%” are based on mass unless otherwise specified.
The cement concrete referred to in the present invention is a general term for cement paste, cement mortar, and concrete.

  In civil engineering and architectural uses, there are modes of use that are transported from the ready-mix factory to the construction site and placed in large quantities. In such a form of use, the pot life needs to be equal to or greater than that of cement, the pot life needs to be secured for at least 1 hour, and preferably 3 hours or more. Yes.

  The waste-use type cement (eco-cement) manufactured using the municipal waste incineration ash as a raw material in the present invention is not particularly limited. Ecocement is defined by Japanese Industrial Standard (JISR5214), and is roughly classified into normal ecocement and fast-curing ecocement.

Ordinary eco-cement has a very low chlorine content, the main component of the aluminate phase is 3CaO · Al ₂ O ₃ , and the fast-curing eco-cement has a high chlorine content and the main component of the aluminate phase is 11CaO · 7Al ₂ O ₃ · It is different in that it is CaCl ₂ . Common to ordinary eco-cement and fast-curing eco-cement is that the content of aluminate phase and ferrite phase is much higher than that of normal Portland cement. Specifically, the total amount of the aluminate phase and the ferrite phase is 20% or more.

The present invention, the term aluminate phase and are _{CaO · Al 2 O 3, 12CaO} · 7Al 2 O 3, is a generic term for 3CaO · _Al 2 _{O 3,} calcium ferrite phase aluminosilicate ferrite _{4CaO · Al 2 O 3 · Fe} 2 It refers to O ₃ .
The Blaine specific surface area of the ecocement in the present invention is preferably 3500 to 5500 cm ² / g. When the Blaine specific surface area of the ecocement is within the above range, a hardened cement body having good strength development and good durability can be obtained.

The cement composition of the present invention is characterized by using a calcium aluminate compound (hereinafter referred to as CA compound) having a CaO / Al ₂ O ₃ molar ratio of 0.15 to 0.7 together with eco-cement.

The CA compound used in the present invention is a mixture of a raw material containing calcia and a raw material containing alumina, and is obtained by heat treatment such as baking in a kiln or melting in an electric furnace. CaO and Al ₂ O _The compound which has ₃ as a main component is a general term, and the composition of the present invention is in the range of 0.15 to 0.7 in terms of CaO / Al ₂ O ₃ molar ratio. Even if the CA compound contains, for example, SiO ₂ or R ₂ O (R is an alkali metal), it can be used as long as the object of the present invention is not impaired. The CaO / Al ₂ O ₃ molar ratio of the CA compound is 0.15 to 0.7, preferably 0.4 to 0.6. If it is less than 0.15, the chloride ion shielding effect may not be sufficiently obtained. Conversely, if it exceeds 0.7, rapid hardening may appear, and the pot life may not be secured. Fineness of CA compound, Blaine specific surface area value (hereinafter, referred to as Blaine value) is preferably 2000~7000cm ² / g, the more preferred ^{3000~6000cm 2 / g, 4000~5000cm 2 /} g being most preferred. If the CA compound is coarse, a sufficient chloride ion shielding effect may not be obtained, and if it is a fine powder exceeding 7000 cm ² / g, rapid hardening will appear and the pot life may not be ensured.

  Although the usage-amount of CA compound is not specifically limited, Usually, 1-30 parts are preferable in 100 parts of cement compositions which consist of an ecocement and a CA compound, and 5-15 parts are more preferable. If the amount of CA compound used is small, sufficient rust prevention effect, chloride ion shielding effect and Ca ion leaching suppression effect may not be obtained. Usage time may not be secured.

The water / binder ratio of the cement composition of the present invention is preferably 25 to 70%, more preferably 30 to 65%. If the blending amount of water is small, the pumpability and workability may be reduced or shrinkage may be caused. If the blending amount of water is excessive, the strength development may be degraded.
Here, the binder means the total of eco-cement and CA compound.

  In the cement composition of the present invention, the respective materials may be mixed at the time of construction, or a part or all of them may be mixed in advance.

  In the present invention, in addition to eco-cement, CA compound, and fine aggregates such as sand and coarse aggregates such as gravel, expansion material, quick hard material, water reducing agent, AE water reducing agent, high performance water reducing agent, high performance AE Water reducing agent, antifoaming agent, thickener, conventional rust preventive, antifreeze, shrinkage reducing agent, polymer emulsion, setting modifier, clay minerals such as bentonite, anion exchanger such as hydrotalcite, blast furnace water granulation One or more of the group consisting of slag such as slag fine powder and blast furnace slow-cooled slag fine powder, limestone fine powder and other admixtures are used in a range that does not substantially impair the object of the present invention. Is possible.

  As the mixing device, any existing device can be used, and for example, a tilting mixer, an omni mixer, a Henschel mixer, a V-type mixer, and a Nauta mixer can be used.

  Hereinafter, the contents will be described in more detail, but the present invention is not limited to these.

"Experiment 1"
A cement composition was prepared by blending 10 parts of a CA compound in 100 parts of a cement composition consisting of cement and the CA compound shown in Table 1. A mortar with a water / binder ratio of 50% was prepared according to JIS R 5201. . Using this mortar, the rust prevention effect, compressive strength, chloride penetration depth, and Ca ion leaching were examined. The results are also shown in Table 1.

<Materials used>
CA compound A: Reagent primary calcium carbonate and reagent primary aluminum oxide were blended at a predetermined ratio, baked at 1650 ° C. in an electric furnace, and then slowly cooled to synthesize. CaO / Al ₂ O ₃ molar ratio 0.1, Blaine value 4000 cm ² / g
CA compound B: synthesized in the same manner as CA compound A, CaO / Al ₂ O ₃ molar ratio 0.15, Blaine value 4000 cm ² / g
CA compound C: Reagent primary calcium carbonate and reagent primary aluminum oxide were blended in a predetermined ratio, baked at 1550 ° C. in an electric furnace, and then slowly cooled to synthesize. CaO / Al ₂ O ₃ molar ratio 0.4, Blaine value 4000 cm ² / g
CA compound D: synthesized in the same manner as CA compound C, CaO / Al ₂ O ₃ molar ratio 0.5, Blaine value 4000 cm ² / g
CA compound E: synthesized in the same manner as CA compound C, CaO / Al ₂ O ₃ molar ratio 0.6, Blaine value 4000 cm ² / g
CA compound F: Reagent grade 1 calcium carbonate and reagent grade 1 aluminum oxide are blended at a predetermined ratio, baked at 1450 ° C. in an electric furnace, and then slowly cooled to synthesize. CaO / Al ₂ O ₃ molar ratio 0.7, Blaine value 4000 cm ² / g
CA compound G: synthesized in the same manner as CA compound F, CaO / Al ₂ O ₃ molar ratio 0.9, Blaine value 4000 cm ² / g
Cement (1): Ordinary eco-cement, commercially available, brain value 4400 cm ² / g
Cement (2): Fast-curing eco-cement, commercial product, brain value 5200 cm ² / g
Cement (3): Normal Portland cement, commercially available fine aggregate: Standard sand water used in JIS R 5201: Tap water

Corrosion protection: as mortar endogenous chloride ions, confirm the anticorrosive effect in accelerated test by the 10 kg / m ³ and comprising as the chloride ion addition, it puts reinforcing steel round bars heated curing in 50 ° C. did. The case where rust did not occur in the reinforcing bars was good, the case where rust occurred within an area of 1/10 was acceptable, and the case where rust occurred beyond an area of 1/10 was deemed impossible.
Compressive strength: Measure compressive strength at age 28 days according to JIS R 5201.
Chloride penetration depth: Evaluate chloride ion penetration resistance. A 10 cmφ × 20 cm cylindrical mortar specimen showing the shielding effect of chloride ions was prepared, and the produced mortar specimen was subjected to water curing at 20 ° C. until the age of 28 days, and the salinity concentration at 30 ° C. was 3.5. After immersing in simulated seawater, which is a 12% salt solution, for 12 weeks, the chloride penetration depth was measured. The chloride penetration depth was determined by the fluorescein-silver nitrate method, the portion of the cross section of the mortar specimen where the tea did not change was regarded as the chloride penetration depth, and the average value was obtained by measuring 8 points with calipers.
Ca ion leaching: Determination was made by immersing a 4 × 4 × 16 cm mortar specimen in 10 liters of pure water for 28 days and measuring the concentration of Ca ions dissolved in the liquid phase.

"Experimental example 2"
It carried out similarly to Experimental example 1 except having used together the CA compound D of the fineness shown in Table 2. The results are also shown in Table 2.

"Experiment 3"
The same operation as in Experimental Example 1 was conducted except that CA compound D shown in Table 3 was used. For comparison, a conventional rust preventive material was used in the same manner. The results are also shown in Table 3.

<Materials used>
Conventional rust-proofing material A: Lithium nitrite, commercial product Conventional rust-proofing material B: Nitrite-type hydrocalumite, commercial product

  By using the cement composition and cement concrete of the present invention, it gives an excellent rust prevention effect to the reinforcing bars inside the cement concrete hardened body, shielding effect of chloride ion penetration into the cement concrete hardened body entering from the outside, In addition, since Ca leaching from hardened cement concrete is small, it is effective in suppressing porosity, so it is mainly used for offshore structures, revetment structures, floor slab concrete, etc. in the civil engineering and construction industries. Suitable for.

Claims (3)

It contains a calcium aluminate compound and ecocement having a brane specific surface area value of CaO / Al ₂ O ₃ molar ratio of 0.15 to 0.7 and 2000 to 7000 cm ² / g. The cement composition whose calcium aluminate compound is 1-30 mass parts in a total of 100 mass parts. The cement composition according to claim 1, wherein the eco-cement is ordinary eco-cement or fast-curing eco-cement. Cement concrete containing the cement composition according to claim 1 or 2.