JP2000026151A - Grout material - Google Patents

Abstract

PROBLEM TO BE SOLVED: To ensure good flowability and a good strength exhibiting property by incorporating a cement and an aggregate contg. wustite and a non-crystalline silicate and having a high true specific gravity and further adding an expanding material such as calcium sulfoaluminate and fine powdery activated silica. SOLUTION: A cement and an aggregate contg. wustite and a non-crystalline silicate are incorporated in a cement to aggregate ratio of about 1:0.5 to 1:3 to obtain the objective grout material. The aggregate is obtd. by rapidly cooling hot slag as a by-product of steel manufacture in an electronic furnace, has a true specific gravity of about >=3.0 and a spherical form of about <=5 mm grain diameter, improves the flowability of fresh mortar, reduces the water content and gives a high strength hardened body because of good adhesion to the cement. About 3-20 pts.wt. expanding material is preferably added to the grout material in combination with about 0.001-0.1 pt.wt. foaming agent such as Al powder so as to attain no shrinkage and activated silica such as silica fume is also preferably added because it forms a dense structure and contributes toward the exhibition of strength.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

[0001] The present invention relates to a grout material used in the fields of civil engineering and construction.

[0002]

2. Description of the Related Art Conventionally, as a grouting material, a material obtained by adding a water reducing agent to cement is generally used, and further, a calcium sulfoaluminate-based or quick lime-based expanding material, aluminum powder, etc. It is known that a foaming agent is added to form a non-shrinkable material, which is mixed with river sand, silica sand, and the like.

[0003] In recent years, the quality of concrete used for civil engineering and building structures has become higher in performance, and the performance required for grout materials has become higher. Grout includes grout for PC grout, grout for prepacked concrete, grout for tunnel and shield, grout for precast,
There are grouts for repair and reinforcement of structures, grouts for rebar joints, grouts under bridges, grouts under machine pedestals, grouts under pavement slabs, grouts under track slabs, grouts under nuclear reactor reactor containment vessels, and the like. And because the strength of concrete has advanced, depending on the application,
High strength grout is required, 80 N / m at 28 days old
High-strength grout materials with a compressive strength of m ² or more are needed (Abstracts of the Annual Meeting of the Architectural Institute of Japan, 1995)
May, p625).

The inventor of the present invention has conducted various studies to solve the above-mentioned problems. As a result, the present inventors have obtained knowledge that can solve the above-mentioned problems by using a specific aggregate, and have completed the present invention.

[0005]

That is, the present invention is a grout material containing cement, wustite and an aggregate containing amorphous silicate, and a grout material containing an expanding material. And the grout material containing active silica.

Hereinafter, the present invention will be described in detail.

[0007] Wustite and an aggregate containing amorphous silicate (hereinafter referred to as the present aggregate) used in the present invention are bones containing wustite (FeO) having a high specific gravity and amorphous silicate as components. Material. Specifically, for example, a product obtained by melting slag as a by-product obtained in the electric furnace steelmaking process at a high temperature and rapidly cooling it can be used. This aggregate is spherical, unlike crushed stone, so it has excellent fluidity of fresh mortar and not only reduces the water / cement ratio, but also because the amorphous silicate component has good adhesion to cement. And a high-strength cured product can be obtained. The particle size of the present aggregate is 5 mm or less, and if it is more than 5 mm, the shape is square and the fluidity may be deteriorated. The true specific gravity of this aggregate is 3.0 or more. The cement / aggregate ratio is not particularly limited, but is usually 1 / 0.5.
Used in the range of １ ／ to １ ／.

As the expanding material used in the present invention, there are calcium-sulfoaluminate-based and quick-lime-based expanding materials. However, calcium-sulfoaluminate-based expanding materials are used from the viewpoint of adhesion to the present aggregate. It is preferred to use. The particle size of the expansive material is preferably not less than 2,000 cm ² / g in specific surface area. If it is less than 2,000 cm ² / g, not only bleeding is liable to occur, but also there is a risk of expansion and destruction. The use amount of the expanding material is preferably 3 to 20 parts by weight, more preferably 5 to 15 parts by weight, based on 100 parts by weight of cement. If the amount is less than 3 parts by weight, the amount of expansion may be extremely small, and if it exceeds 20 parts by weight, the amount of expansion may increase, which may lead to the destruction of the cured product.

In the present invention, it is preferable to use a metal powder in combination to obtain an initial expansion. As the metal powder, aluminum powder is typical, but not particularly limited. The amount of the metal powder used is preferably 0.0001 to 0.01 parts by weight based on 100 parts by weight of the cement. If the amount is less than 0.0001 part by weight, the amount of expansion is too small, and if it exceeds 0.01 part by weight, the amount of expansion is large and the strength may be significantly reduced.

In the present invention, it is preferable to use a water reducing agent for improving the fluidity and reducing the water cement ratio. Examples of the water reducing agent include salts of β-naphthalenesulfonic acid formaldehyde condensate, salts of melaminesulfonic acid formaldehyde condensate, ligninsulfonic acid salts, and polycarboxylic acids or salts thereof. In addition, oxycarboxylic acids or salts thereof, saccharides such as dextrin and sucrose can be used in combination. The amount of the water reducing agent used is preferably 0.1 to 5 parts by weight based on 100 parts by weight of cement.

In the present invention, it is preferable to use active silica from the viewpoint that it reacts with free lime generated from a hydration reaction of cement to form calcium silicate hydrate, form a dense structure and contribute to strength development. . Specifically, fine powder such as silica fume generated when manufacturing ferromagnetic iron can be used. The amount of active silica used is
The amount is preferably 3 to 20 parts by weight based on 100 parts by weight of cement. If the amount is less than 3 parts by weight, the effect is small, and if it exceeds 20 parts by weight, the effect cannot be expected to be improved.

The cement is not particularly limited, but various portland cements such as ordinary portland cement and early-strength portland cement, blast furnace cement, fly ash cement, various mixed cements of silica cement, and blast furnace slag fine powder And alkali stimulants such as alkali metal hydroxides, alkali metal carbonates, alkali metal bicarbonates, alkali metal silicates, alkali metal phosphates, and alkaline earth metal hydroxides. Special cement or the like can be used.

The amount of water used is preferably 20 to 50 parts by weight based on 100 parts by weight of cement.

The grouting and kneading machine of the present invention includes:
A hand mixer, a forced stirring mixer, a continuous kneading mixer, a tilting mixer, or the like is used, and those having a strong stirring force are preferable. The kneading method is not particularly limited, but usually, after filling the kneading container with predetermined water,
Add cement and aggregate and knead. In a ready-mixed plant, a method is used in which, after mixing cement and aggregate, water is added and kneaded.

[0015]

EXAMPLES The present invention will be specifically described below with reference to examples and comparative examples.

Experimental Example 1 Into a stainless steel container, 90 parts by weight of cement and water were added so that the water / cement ratio became 30%.
Parts by weight, 0.001 parts by weight of metal powder, and 2.5 parts by weight of a water reducing agent were added, and 100 parts by weight of aggregate was further added and kneaded with a hand mixer for 3 minutes to prepare a mortar. Using the prepared mortar, J ₁₄ funnel flow time, pot life, bleeding ratio, and measures the amount of expansion was measured compressive strength of the cured product. The results are shown in Table 1.

<Materials used> Cement: ordinary Portland cement, commercial product Expanding material: calcium sulfoaluminate, commercial product Metal powder: aluminum powder, commercial product Water reducing agent: salt of β-naphthalenesulfonic acid formaldehyde condensate, commercial product Aggregate A: River sand, true specific gravity 2.6, 2.5 mm crude Aggregate B: Lime sand aggregate, true specific gravity 2.6, 2.5 mm aggregate Aggregate C: This aggregate, Chubu Steel Plate CK grid, true specific gravity 3.8, 2.5 mm Vulgarity

[0018] <Measurement Method> J ₁₄ funnel flow value: Society of Civil Engineering standard "design and construction guidelines for expansion concrete" to comply pot life: JIS R 5201 "physical test methods / setting test of cement" to comply Bleeding Rate: JIS A 1123 Conforms to “Bleeding test method for concrete” Expansion amount: Initial expansion amount per day of age, conforms to the standards of the Japan Society of Civil Engineers “Design and construction guidelines for expansive concrete” Compressive strength: Prepare a specimen of φ5cm × 10cm, 20 ℃ Cured in air for 1 day, cured in water, and complied with JIS A 1108 "Test method for compressive strength of concrete"

[0019]

[Table 1]

Experimental Example 2 An experiment was conducted in the same manner as in Experimental Example 1 except that aggregate C was used and activated silica shown in Table 2 was used for 100 parts by weight of cement. The results are also shown in Table 2.

<Materials> Active silica: silica fume, commercially available

[0022]

[Table 2]

[0023]

By using the grout material of the present invention, it is possible to obtain better fluidity and strength development than conventional grout materials.

Claims (3)

[Claims] 1. A grout material comprising cement, wustite and an aggregate containing amorphous silicate. 2. A grout comprising cement, an expanding material, and wustite and an amorphous silicate-containing aggregate. 3. The grout material according to claim 2, further comprising activated silica.