JP4787187B2 - Rapid hardened mortar and repair method using the same - Google Patents

Description

  The present invention relates to a quick-hardening mortar used for repairing and reinforcing a concrete structure in the civil engineering and construction fields.

Concrete structures may deteriorate due to salt damage, neutralization, freezing and thawing, chemical corrosion, and the like, and the surface may be cracked or floated. As countermeasures, a construction is performed in which a deteriorated portion is confirmed by a hammering inspection or the like, removed by an electric pick, an air pick, a water jet, or the like, and newly repaired with a repair member.
In small-scale repair work with a small repair cross section, the polymer cement mortar is often kneaded and the cross section is repaired with a trowel (see Patent Documents 1 and 2).
JP 2001-322858 A JP 2003-89565 A

When repairing with a trowel or the like, a material excellent in properties such as ease of application of mortar, water retention, and adhesion is preferred. Therefore, a material containing inorganic fine powder such as fly ash and silica fume as described in Patent Documents 1 and 2 for the purpose of imparting moderate stickiness and anti-sag properties to the mortar, Non-Patent Document 1, The material which mix | blended cellulose ethers like patent documents 3-6 is used. Cellulose ethers usually have higher viscosity and better water retention when the molecular weight is increased, but there is a problem that when plastering is performed, it adheres to the iron and is difficult to finish smoothly. If the molecular weight is small, the viscosity becomes small and it is difficult to adhere to the iron, so the finish is good. However, there is a problem that initial cracks are likely to occur due to a decrease in adhesion to the base and a decrease in water retention. Patent Documents 3 to 5 are inventions related to a cement mortar admixture containing cellulose ether that defines the viscosity in a 1% aqueous solution, and a cement mortar containing the same. Cellulose ether having a viscosity exceeding 500 mPa · s is used. Patent Document 6 is an invention related to a cement mortar containing a cellulose ether having a viscosity of 100 to 100,000 cP in a 2% aqueous solution at 20 ° C., but water retention is improved by using saccharose and / or dextrin together.
Edited by Shinji Nagatomo: Application and Market of New Water-soluble Polymers, published by CMC Co., pp. 173-192, 1988 JP-A-11-349364 JP 2000-103662 A JP 2000-128617 A Japanese Patent Laid-Open No. 06-219807

In addition, polymer cement mortar provides durability by suppressing the permeability of carbon dioxide, chloride ions, and water by making the hardened structure dense by mixing with the polymer emulsion. Can not. In particular, the shrinkage may occur due to the diffusion of moisture from the stage where it does not cure, and cracks may occur in the initial stage and after several months. In order to solve this, a drying shrinkage reducing agent is also blended (see Patent Documents 7 and 8).
However, the drying shrinkage reducing agent may cause initial cracks due to moisture dissipation at a stage where it does not harden due to delay in setting. The cellulose ethers are generally the same as in the setting.
JP 2003-55018 A Japanese Patent Laid-Open No. 10-324555

Furthermore, a quick-hardening polymer cement composition for the purpose of improving drying shrinkage and initial strength due to cement hydrate is also known. (Refer to Patent Documents 9 and 10) However, these patent documents do not describe a specific cellulose ether having good finish and good water retention.
Japanese Patent Laid-Open No. 3-177346 JP-A-4-321540

As described above, the material blended with fly ash and silica fume in consideration of ease of application and adhesion of mortar has a problem that the neutralization resistance is deteriorated when mixed with cement.
Further, by using polymer cement mortar, durability and cure shrinkage can be greatly improved as compared with mortar not containing polymer, but water retention at a stage where it does not cure cannot be improved, and cracks may occur at an early stage. Further, ordinary cellulose ether has a problem that the setting is delayed. In addition, the usual polymer cement mortar having no rapid hardening has a coating thickness of 50 mm or less at one time, and when the coating thickness is larger than that, it is applied after the setting of the first layer mortar has progressed to some extent. There is a problem that it is necessary to carry out after 1 to 2 hours, usually 4 to 5 hours in winter, and it takes a long time to finally finish.
The present invention provides a quick-hardening mortar that can be constructed in a short time with good finish and water retention by using a specific cellulose ether.

That is, the present invention is as follows: (1) Cement, calcium aluminate, gypsum, polymer emulsion, setting retarder, cellulose ether exhibiting a water retention of 80% or more at a viscosity of 100 to 500 mPa · s at 20 ° C. in a 2% by mass aqueous solution. To 100 parts by mass of cement, 0.01 to 3 parts by mass, and quick-hardening mortar containing aggregate, (2) 100 to 250 parts by mass of gypsum to 100 parts by mass of calcium aluminate sudden hard repair mortar formulated at a ratio (1), (3) a density 2.4~2.8g / cm ³ with respect to the aggregate 100 parts by weight, a bulk density of 0.1 to 1.0 g / cm ³ The rapid hardening mortar of (1) or (2) blended at a ratio of 3 to 200 parts by weight of the lightweight aggregate, and (4) the rapid hardening of any of (1) to (3) containing inorganic fine powder Repair mortar (5) The quick-hardening mortar of any one of (1) to (4) containing a fluidizing agent, (6) The quick-hardening mortar of any of (1) to (5) containing an antifoaming agent , (7) A quick-hardening mortar according to any one of (1) to (6) containing a fiber, and a repairing method using any of the quick-hardening mortars according to (8) (1) to (7). .

  According to the quick-hardening mortar and the repair method using the same according to the present invention, the finish of the mortar is improved, the adhesion can be improved, and the water retention is improved. Can be suppressed. Moreover, since it is a polymer cement mortar imparted with rapid hardening, it is possible to shorten the construction period because it has excellent durability and excellent initial strength.

  Hereinafter, the present invention will be described in detail.

  The cement used in the present invention is not particularly limited, but various portland cements defined in JIS R 5210, various mixed cements defined in JIS R 5211, JIS R 5212, and JIS R 5213, JIS 1 or 2 or more types selected from blast furnace cement, fly ash cement, silica cement, filler cement mixed with limestone powder and the like, alumina cement manufactured at the admixture mixing rate specified in the above.

The calcium aluminate used in the present invention imparts rapid hardening to cement mortar, and a mixture of a CaO raw material, an Al ₂ O ₃ raw material, or the like is baked in a kiln or melted in an electric furnace or the like. This is a calcium aluminate obtained by heat treatment in the range of 28 to 55% by mass as CaO and 45 to 72% by mass as Al ₂ O ₃ . For example, as a mineral component of calcium aluminate, when CaO is C and Al ₂ O ₃ is A, a calcium aluminate heat treated product represented by C ₃ A, C ₁₂ A ₇ , CA, CA _{2 and the} like is pulverized. These may be mentioned, and one or more of these may be used in combination.
Furthermore, other mineral components include calcium aluminate in which alkali metal salts such as sodium, potassium and lithium are partly dissolved. Among these, amorphous calcium aluminate is preferable in terms of reaction activity. Further, a calcium aluminosilicate containing SiO ₂ and C ₁₁ A ₇ · CaX (X is a halogen such as fluorine) in which one CaO of C ₁₂ A ₇ is replaced with a halide such as CaF ₂ can also be used.

The particle size of the calcium aluminate is preferably 3000 cm ² / g or more in terms of a brain value. If it is less than 3000 cm ² / g, rapid hardening may be reduced.

  As for the usage-amount of a calcium aluminate, 1-20 mass parts is preferable with respect to 100 mass parts of cement, and 2-15 mass parts is more preferable. If it is less than 1 part by mass, it is difficult to impart rapid hardening, and if it exceeds 15 parts by mass, it may be difficult to adjust the handling (pot life).

  The gypsum used in the present invention improves strength development. Examples of gypsum include anhydrous gypsum, semi-water gypsum, and dihydrate gypsum, and one or more of these can be used in combination. Among these, anhydrous gypsum is preferable in terms of strength development.

  100-250 mass parts is preferable with respect to 100 mass parts of calcium aluminate, and the usage-amount of gypsum is more preferable 100-180 mass parts. If it is less than 100 parts by mass, the strength development may not be improved, and if it exceeds 250 parts by mass, the initial strength development may be deteriorated.

  As for the usage-amount of the mixture of a calcium aluminate and gypsum, 5-30 mass parts is preferable with respect to 100 mass parts of cement.

The polymer emulsion used in the present invention is not particularly limited, but rubber latex such as acrylonitrile / butadiene rubber, styrene / butadiene rubber, chloroprene rubber, natural rubber, ethylene / vinyl acetate copolymer, polyacrylic acid, etc. Examples thereof include resin emulsions such as esters, styrene / acrylic acid ester copolymers, acrylic acid ester copolymers represented by acrylonitrile / acrylic acid esters, and vinyl acetate vinyl versatate copolymers.
As the polymer form, there are a re-emulsification type powder type and a liquid type, which are used for improving the adhesion to the base portion and further improving the durability of the mortar.

  The amount of the polymer emulsion used is usually preferably from 2 to 15 parts by mass, more preferably from 4 to 10 parts by mass based on 100 parts by mass of cement. If the amount is less than 2 parts by mass, the neutralization resistance and the adhesion strength may not be improved. Even if the amount exceeds 15 parts by mass, the improvement in the effect may not be expected.

The cellulose ether used in the present invention is a cellulose ether having a viscosity at 20 ° C. in a 2% by mass aqueous solution of 100 to 500 mPa · s and a water retention of 80% or more.
Cellulose ether is generally a water-soluble polymer compound obtained by subjecting naturally occurring cellulose as a raw material to alkali treatment and reaction with various etherifying agents. Examples of the type include those in which a part of the hydrogen atom of the hydroxyl group is substituted with a methyl group, a hydroxypropyl group, a hydroxyethyl group, or a carboxymethyl group. A mixture of these substituents can also be used. The ratio of the etherified substituent is preferably 2 to 40% from the viewpoint of water solubility. Of these, cellulose ethers having a hydroxypropyl group or a hydroxyethyl group are preferred.
A cellulose ether having a viscosity of 100 to 500 mPa · s when used as a 2% by mass aqueous solution at 20 ° C. is used. If it is less than 100 mPa · s, sufficient viscosity may not be obtained and the dripping property and adhesion when mixed with mortar may not be improved. If it exceeds 500 mPa · s, the viscosity increases when mixed with mortar, resulting in a finished product. It may get worse.

The water retention rate of cellulose ether is the moisture retention rate in a mortar when a predetermined mortar composition is used, and indicates the performance of retaining 80% or more. If it is less than 80%, the rate of moisture dissipation is large at the stage before and after curing of the mortar, so that the occurrence of initial cracks and curing shrinkage may increase. In particular, when the base concrete is applied as thin as about 5 mm, it is greatly affected by moisture absorption to the ground and moisture dissipation to the air, and the adhesion strength may be greatly adversely affected.
The water retention test method according to the present invention was obtained based on the tile mortar test method (chemical filter paper method) defined by the Housing and Urban Development Corporation, and the mortar used in the test was usually 100 parts by weight of Portland cement. On the other hand, 100 parts by mass of mixed silica sand in which the same amounts of No. 5 silica sand and No. 6 silica sand are mixed, 0.2 parts by mass of cellulose ether, and water with a flow value specified in JIS R 5201 of 170 ± 5 mm are added and kneaded. Prepared by mixing.

  The amount of cellulose ether used is preferably 0.01 to 3 parts by mass and more preferably 0.05 to 1 part by mass with respect to 100 parts by mass of cement. If it is less than 0.01 part by mass, the effect of improving water retention is small, and if it exceeds 3 parts by mass, the viscosity of the mortar is too strong and the finish may be poor.

The setting retarder used in the present invention is used for the purpose of controlling the pot life. The types of setting retarders include oxycarboxylic acids such as citric acid, tartaric acid, gluconic acid and malic acid and their metal salts, phosphates such as tripolyphosphate and sodium monophosphate, and sugars such as sucrose and fructose. , Borate salts such as sodium borate, silicofluoride such as magnesium silicofluoride, and the like. These 1 type, or 2 or more types combined use is also possible.
It is also possible to use a combination of these setting retarders with carbonates, sulfates, nitrates, nitrites and the like.

  0.05-2 mass parts is preferable with respect to 100 mass parts of cement, and, as for the usage-amount of a setting retarder, 0.1-1 mass part is more preferable. If it is less than 0.05 part by mass, it is difficult to delay the setting, and if it exceeds 2 parts by mass, strength development may be inhibited.

The aggregate used in the present invention is not particularly limited, but river sand, sea sand, mountain sand, lightweight sand, and heavy fine aggregate can be used. These combinations can also be used. It is preferable that river sand, sea sand, mountain sand, and light sand are mixed in an appropriate amount and used in advance.
As for the aggregate, river sand, sea sand, and mountain sand preferably have a density of 2.4 to 2.8 g / cm ³ , and the lightweight aggregate preferably has a bulk density of 0.1 to 1.0 g / cm ^3. . It is preferable from the point of strength development that the ratio when using light sand mixed with 100 parts by mass of sand having a density of 2.4 to 2.8 g / cm ³ is ³ to 200 parts by mass.
The aggregate of the present invention may be previously mixed with cement or may be mixed on site. When previously mixed with cement, a dry aggregate obtained by drying the aggregate may be used.

  As for the usage-amount of an aggregate, 100-300 mass parts is preferable with respect to a total of 100 mass parts of cement, calcium aluminate, and gypsum. If it is less than 100 parts by mass, sagging may occur when it is applied, and if it exceeds 300 parts by mass, the surface finish may be deteriorated.

  The inorganic fine powder used in the present invention imparts improved coating properties and anti-sagging properties. Examples of the type include silica fume, fly ash, slag, calcium carbonate, and clay minerals such as bentonite, hectorite, kaolin, diatomaceous earth, sepiolite, and attapulgite.

0.5-30 mass parts is preferable with respect to 100 mass parts of cement, and, as for the usage-amount of inorganic fine powder, 1-20 mass parts is more preferable. If the amount is less than 0.5 parts by mass, the effect of improving the troweling property and the anti-sagging property may not appear, and if it exceeds 30 parts by mass, the durability may be adversely affected.
Among inorganic fine powders, about silica fume and various viscosity minerals, 0.5 to 10 parts by mass is preferable in that the fluidity is not adversely affected.

  The fluidizing agent used in the present invention is not particularly limited, and examples thereof include melamine-based, naphthalene-based, lignin-based, and polycarboxylic acid-based agents, and are used for adjusting the fluidity of mortar.

0.01-1.0 mass part is preferable with respect to 100 mass parts of cement, and, as for the usage-amount of a fluidizing agent, 0.03-0.5 mass part is more preferable. If the amount is less than 0.01 part by mass, the effect of improving the fluidity may not be exhibited. If the amount exceeds 1.0 part by mass, the fluidity is too good and may be sag when applied.
The mixing method of the fluidizing agent of the present invention is not particularly limited, but for example, it is preferable to disperse in cement or water in advance.

The antifoaming agent used in the present invention is used for the purpose of suppressing the amount of air entrained by kneading.
The type of antifoaming agent is not particularly limited as long as it does not significantly adversely affect the strength characteristics of the cured mortar, and both liquid and powder can be used. For example, polyether type antifoaming agents, polyhydric alcohol type antifoaming agents such as esterified products of polyhydric alcohols and alkyl ethers, alkyl phosphate type antifoaming agents, silicone type antifoaming agents and the like can be mentioned.

  As for the usage-amount of an antifoamer, 0.002-0.5 mass part is preferable with respect to 100 mass parts of cement. If it is less than 0.002 parts, the defoaming effect may be insufficient, and if it exceeds 0.5 parts by mass, there is no effect and the strength may be reduced.

The fiber used in the present invention improves the sagging property.
The types of fibers include inorganic fibers such as polymer fibers such as vinylon fibers, propylene fibers, acrylic fibers, nylon fibers, and aramid fibers, and fibers obtained by melt-spinning rocks such as steel fibers, glass fibers, carbon fibers, and basalts. A fiber is mentioned, It does not specifically limit.

  The amount of fiber used is preferably 0.02 to 1.0 part by mass, more preferably 0.05 to 0.5 part by mass, with respect to 100 parts by mass of cement mortar. If the amount is less than 0.05 part by mass, the effect of improving the sagging property may not be exhibited. If the amount exceeds 1.0 part by mass, the flowability of the mortar may be adversely affected. The length of the fiber is preferably 15 mm or less in view of the beauty of the iron finish surface.

  In the present invention, various cement admixtures such as an AE agent, a rust preventive agent, a water repellent agent, an antibacterial agent, a colorant, and an antifreeze agent can be used in combination as long as the performance is not adversely affected.

  The amount of water mixed with the quick-hardening mortar of the present invention is preferably 10 to 20 parts by weight with respect to 100 parts by weight of the quick-hardening mortar. If it is less than 10 parts by mass, the fluidity of the mortar may be reduced, and if it exceeds 20 parts by mass, the strength development may be reduced.

The repair method using the quick-hardening mortar of the present invention is a method in which predetermined water is added and kneaded, and the method is applied to the repair site using a trowel, and in some cases, kneading is performed using a pump to the extent that does not hinder construction. There is a method in which mortar is pumped and blown off using compressed air at the repair site. The kneading method may be a method in which materials are put into a container such as a pail can and kneaded with a hand mixer, or a kneading method using a bread mixer or the like.
Taking a specific repair method as an example, a primer is applied after removing a deteriorated concrete portion with a water jet. Next, apply the mixed mortar with a trowel or by spraying. In the case of a wall surface or a ceiling surface, if the repair thickness is about 30 mm, the surface can be finished with a trowel since it is applied once. When the repair thickness exceeds 30 mm, the repair is performed by dividing into multiple layers. At this time, the joining surface is not subjected to a trowel finish smoothly, but is made into a rough finish so as to ensure adhesion. Moreover, although the timing at the time of handing over changes with external temperature etc., it should just be performed in the stage where hardening hardened to such an extent that it touches the mortar previously apply | coated with a finger | toe. Finally, a trowel finish is performed so that the surface is smooth. In order to perform more elaborate construction, it is preferable to implement a dry prevention measure using a curing sheet or a curing agent.

  Hereinafter, it demonstrates in detail based on an Example.

"Experiment 1"
For 100 parts by mass of cement, 6 parts by mass of calcium aluminate, 0.5 parts by mass of setting retarder, 7 parts by mass of polymer emulsion, cellulose ethers of the types and amounts shown in Tables 1 and 2, and 100 parts by mass of calcium aluminate 150 parts by mass of gypsum was added to the parts, and 200 parts by mass of aggregate A was added to 100 parts by mass of cement, calcium aluminate, and gypsum to obtain a hardened repair mortar. 15 parts by mass of water was added to 100 parts by mass of the quick-hardening mortar, and kneaded with a mixer to prepare a quick-hardening mortar. The drooping property, trowel finishing property, compressive strength, and adhesion strength of the obtained rapid hardening mortar were measured. The results are shown in Tables 1 and 2.

(Materials used)
Cement: normal Portland cement, commercially available calcium aluminate: CaO: Al ₂ O ₃ = 40 parts by mass: 60 parts by mass, amorphous
Blaine specific surface area 6200cm ² / g
Setting retarder A: citric acid, commercially available polymer emulsion: acrylic-vinyl acetate-vinyl versatic acid re-emulsifying powder resin, commercially available gypsum: natural gypsum ground product, Blaine specific surface area 5200 cm ² / g
Aggregate A: Lime sand dried product from Itoigawa City, Niigata Prefecture, maximum particle size 1.2 mm, density 2.66 g / cm ³
Cellulose ether A: Main component hydroxypropyl methylcellulose, viscosity of 320 mPa · s at 20 ° C. in 2% by weight aqueous solution, water retention rate 86%, commercially available cellulose ether B: Main component hydroxypropyl methylcellulose, viscosity at 20 ° C. in 2% by weight aqueous solution 110 mPa S, water retention 82%, commercially available cellulose ether C: main component hydroxypropyl methylcellulose, viscosity at 460 mPa · s at 20 ° C. in 2% by weight aqueous solution, water retention 93%, commercially available cellulose ether D: main component hydroxypropyl methylcellulose, Viscosity of 4000 mPa · s at 20 ° C. in a 2% by weight aqueous solution, water retention of 69%, commercially available cellulose ether E: main component hydroxypropylmethylcellulose, viscosity of 15000 mPa · s at 20 ° C. in a 2% by weight aqueous solution, Water content 75%, commercially available cellulose ether F: main component hydroxypropyl methylcellulose, viscosity at 20 ° C. in a 2% by weight aqueous solution 55 mPa · s, water retention 59%, commercially available cellulose ether G: main component methylcellulose in a 2% by weight aqueous solution Viscosity of 110 mPa · s at 20 ° C, water retention of 71%, commercial product

(Test method)
Sag: 5cm thick hardened repair mortar with water added and kneaded on the concrete wall
After coating in a frame of 25 cm long × 15 cm wide, the frame was removed, and after 30 minutes, the presence or absence of dripping of the mortar was confirmed.
Iron finish: When the hardened mortar with water added and kneaded is applied to the wall with a trowel, the amount that adheres to the iron is large and the finish is difficult to finish. In the case of a fine finish with almost no adhesion, it was marked as ◯.
Compressive strength: compliant with JIS R 5201. Curing temperature is 20 ° C, humidity is 40%, compression strength is 5 hours and 28 days.
Adhesive strength: Conforms to JIS A 1171. The coating thickness is 10 mm, the curing is 20 ° C., the humidity is 40%, and the adhesive strength measurement material age is 28 days.

  From Tables 1 and 2, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sag and trowel finish) and adhesion, and is excellent in initial strength expression.

"Experimental example 2"
6 parts by weight of calcium aluminate was added to 100 parts by weight of cement, and gypsum was added in the same manner as in Experimental Example 1 except that the amount shown in Table 3 was added to 100 parts by weight of calcium aluminate. The results are shown in Table 3.

  From Table 3, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sag, trowel finish) and adhesion, and excellent initial strength.

"Experiment 3"
The experiment was performed in the same manner as in Experimental Example 1 except that a mixture in which the addition amount of the polymer emulsion was changed was added as shown in Table 4 with respect to 100 parts by mass of cement. The results are shown in Table 3.

  From Table 4, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sagging and trowel finish) and adhesion, and is excellent in initial strength development.

"Experimental example 4"
As shown in Table 5, it was carried out in the same manner as in Experimental Example 1 except that the kind and amount of setting retarder were added and the pot life was measured with respect to 100 parts by mass of cement. The results are shown in Table 5.

(Materials used)
Setting retarder B: Citric acid: Potassium carbonate = 50 parts by mass: 50 parts by mass of mixture

(Measuring method)
Pot life: The time when it could be applied with a trowel after kneading was judged with the finger.

  From Table 5, the quick-hardening mortar of the present invention has improved mortar finish (sag, trowel finish), adhesion, excellent initial strength, and handling (pot life). I understand.

“Experimental Example 5”
Experimental example, except that 200 parts by mass of mixed aggregate in which aggregates B and C were blended as shown in Table 6 was added to 100 parts by mass of aggregate A with respect to 100 parts by mass of cement, calcium aluminate and gypsum 1 was performed. The results are shown in Table 6.

(Materials used)
Aggregate B: Aggregate obtained by firing and foaming obsidian, bulk density 0.62 g / cm ³ , commercial product Aggregate C: fly ash balloon generated in thermal power plant, bulk density 0.29 g / cm ³ , commercial product

  From Table 6, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sagging and trowel finish) and adhesion, and is excellent in initial strength development.

"Experimental example 6"
Example 1 except that the aggregate A and aggregate No. 5-5 were added as shown in Table 7 and the smoothness was measured with respect to a total of 100 parts by mass of cement, calcium aluminate and gypsum. The same was done. The results are shown in Table 7.

(Measuring method)
Smoothness: A case where the surface was finished with a trowel finish was evaluated as “◯”, and a case where the surface was rough and the surface was not finished smoothly was evaluated as “X”.

  From Table 7, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sagging, trowel finishing) and adhesion, excellent initial strength, and good smoothness.

"Experimental example 7"
It carried out similarly to Experimental example 1 except having added the inorganic fine powder of the kind and quantity shown in Table 8 with respect to 100 mass parts of cement, and measuring smoothness similarly to Experimental example 6. FIG. The results are shown in Table 8.

(Materials used)
Inorganic fine powder A: silica fume, BET specific surface area 10.7 m ² / g, commercially available inorganic fine powder B: hectorite, Blaine specific surface area 4500 cm ² / g, commercially available inorganic fine powder C: Calcium carbonate, Blaine specific surface area 5200 cm ² / G, commercial product

  From Table 8, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sag, trowel finish), adhesion, excellent initial strength, and good smoothness.

"Experimental example 8"
It carried out similarly to Experimental example 1 except having added the fluidizing agent of the quantity shown in Table 9, and having measured the flow with respect to 100 mass parts of cement. The results are shown in Table 9.

(Materials used)
Fluidizer: Lignin sulfonate fluidizer, commercially available

(Measuring method)
Flow: Measured according to JIS R 5201.

  From Table 9, it can be seen that the quick-hardening mortar of the present invention has improved mortar finish (sag, trowel finish) and adhesion, and is excellent in initial strength development.

"Experimental example 9"
It carried out similarly to Experimental example 1 except having added the antifoamer of the quantity shown in Table 10 with respect to 100 mass parts of cement, and having measured unit volume mass. The results are shown in Table 10.

(Materials used)
Defoamer: Silicone defoamer, commercial product

(Measuring method)
Unit volume mass: Measured according to JIS A 1171.

  From Table 10, it can be seen that the quick-hardening mortar of the present invention has a high mortar finish (sag, trowel finish), high unit volume mass, improved adhesion, and excellent initial strength.

"Experimental example 10"
The same procedure as in Experimental Example 1 was performed except that the amount of fibers shown in Table 11 was added to 100 parts by mass of the quick-hardening mortar and the flow was measured in the same manner as in Experimental Example 8. The results are shown in Table 11.

(Materials used)
Fiber: Vinylon fiber, fiber length 6 mm, fiber diameter 26 μm, convergence type, commercial product

  From Table 11, it can be seen that the quick-hardening mortar of the present invention has a high mortar finish (sag, trowel finish), high unit volume mass, improved adhesion, and excellent initial strength.

"Experimental example 11"
The rapid hardening mortar of Experiment No. shown in Table 12 was applied to the surface of the outer wall of the box culvert so that the coating thickness per application was 40 mm and the total thickness was 80 mm. The application area was 500 mm × 500 mm. The surface treatment before the coating was performed by sandblasting to roughen the surface, and a commercially available ethylene-vinyl acetate primer was applied. The iron finish at that time and the adhesion strength after 28 days of age were measured.

(Measuring method)
Adhesive strength: Use a 50 mm diameter core drill on the 25th day of age to drill holes from the base concrete and rapid hardening mortar interface to the base concrete side to a depth of about 5 mm. When the surface is dry, use epoxy adhesive to pull it out. The attachment of was attached. At the age of 28 days, adhesion strength was determined by pulling out a hole with a Kenken type adhesion tester and dividing the pulling load by the pulling area.

From Table 12, it can be seen that when the construction is carried out assuming the construction, the quick-hardening mortar containing the cellulose ether of the present invention exhibits about twice the adhesion strength as compared with the mortar not containing.

  According to the quick-hardening mortar and the repair method using the same according to the present invention, the finish of the mortar is improved, the adhesion can be improved, and the water retention is improved. Can be suppressed. Moreover, since it is a polymer cement mortar imparted with rapid hardening, it is possible to shorten the construction period because it has excellent durability and excellent initial strength. Therefore, it can be widely applied in the civil engineering and architectural fields.

Claims (8)

Cement, calcium aluminate, gypsum, polymer emulsion, setting retarder, cellulose ether showing a viscosity of 100 to 500 mPa · s at 20 ° C. in a 2% by mass aqueous solution and a water retention rate of 80% or more with respect to 100 parts by mass of cement. A rapid-hardening repair mortar characterized by containing 0.01 to 3 parts by mass and an aggregate. The quick-hardening repair mortar according to claim 1, wherein gypsum is blended at a ratio of 100 to 250 parts by mass with respect to 100 parts by mass of calcium aluminate. Against aggregate 100 parts by weight of a density 2.4~2.8g / cm ^3, the lightweight aggregate having a bulk density of 0.1 to 1.0 g / cm ³ are blended at a ratio to be 3 to 200 parts by weight The rapid-hardening repair mortar according to claim 1 or 2. The quick-hardening repair mortar according to any one of claims 1 to 3, further comprising an inorganic fine powder. The rapid hardening mortar according to any one of claims 1 to 4, further comprising a fluidizing agent. The rapid-hardening repair mortar according to any one of claims 1 to 5, further comprising an antifoaming agent. The rapid repair mortar according to any one of claims 1 to 6, wherein the mortar contains fibers. The repair method using the rapid-hardening repair mortar as described in any one of Claims 1-7.