JP7355953B1 - Liquid quick-setting agent, repair material, cured product - Google Patents
Liquid quick-setting agent, repair material, cured product Download PDFInfo
- Publication number
- JP7355953B1 JP7355953B1 JP2023006358A JP2023006358A JP7355953B1 JP 7355953 B1 JP7355953 B1 JP 7355953B1 JP 2023006358 A JP2023006358 A JP 2023006358A JP 2023006358 A JP2023006358 A JP 2023006358A JP 7355953 B1 JP7355953 B1 JP 7355953B1
- Authority
- JP
- Japan
- Prior art keywords
- setting agent
- liquid quick
- cement
- ppm
- mass
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000007788 liquid Substances 0.000 title claims abstract description 80
- 239000000463 material Substances 0.000 title claims description 53
- 239000004568 cement Substances 0.000 claims abstract description 79
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 78
- 239000000203 mixture Substances 0.000 claims abstract description 39
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 claims abstract description 19
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 19
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 19
- 239000011593 sulfur Substances 0.000 claims abstract description 19
- 229910052717 sulfur Inorganic materials 0.000 claims abstract description 19
- 229920000642 polymer Polymers 0.000 claims abstract description 16
- VSCWAEJMTAWNJL-UHFFFAOYSA-K aluminium trichloride Chemical compound Cl[Al](Cl)Cl VSCWAEJMTAWNJL-UHFFFAOYSA-K 0.000 claims abstract description 14
- 239000000126 substance Substances 0.000 claims abstract description 14
- 238000001228 spectrum Methods 0.000 claims abstract description 11
- 238000005259 measurement Methods 0.000 claims abstract description 8
- 239000007864 aqueous solution Substances 0.000 claims abstract description 7
- 239000003513 alkali Substances 0.000 claims description 4
- 229910052783 alkali metal Inorganic materials 0.000 claims description 3
- 150000001340 alkali metals Chemical group 0.000 claims description 3
- 238000003860 storage Methods 0.000 abstract description 13
- 238000004910 27Al NMR spectroscopy Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 abstract 1
- 239000000243 solution Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 21
- 238000005481 NMR spectroscopy Methods 0.000 description 14
- 239000000835 fiber Substances 0.000 description 13
- 239000003638 chemical reducing agent Substances 0.000 description 12
- 238000002156 mixing Methods 0.000 description 12
- 239000002994 raw material Substances 0.000 description 12
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 11
- 238000012360 testing method Methods 0.000 description 11
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 9
- 238000011161 development Methods 0.000 description 7
- 239000004576 sand Substances 0.000 description 7
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 6
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 6
- 239000000047 product Substances 0.000 description 6
- 238000005507 spraying Methods 0.000 description 6
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 5
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 5
- 239000002956 ash Substances 0.000 description 5
- 239000004567 concrete Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 4
- 235000012255 calcium oxide Nutrition 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 239000000843 powder Substances 0.000 description 4
- 239000002244 precipitate Substances 0.000 description 4
- 239000002893 slag Substances 0.000 description 4
- -1 various alums Chemical compound 0.000 description 4
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 229920001577 copolymer Polymers 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 2
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 2
- 229920002125 Sokalan® Polymers 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- 235000011941 Tilia x europaea Nutrition 0.000 description 2
- 150000004645 aluminates Chemical class 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 150000002148 esters Chemical class 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000004571 lime Substances 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000004584 polyacrylic acid Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 238000007665 sagging Methods 0.000 description 2
- 239000010801 sewage sludge Substances 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- WPJGWJITSIEFRP-UHFFFAOYSA-N 1,3,5-triazine-2,4,6-triamine;hydrate Chemical compound O.NC1=NC(N)=NC(N)=N1 WPJGWJITSIEFRP-UHFFFAOYSA-N 0.000 description 1
- 229920002972 Acrylic fiber Polymers 0.000 description 1
- 229920002748 Basalt fiber Polymers 0.000 description 1
- CBOCVOKPQGJKKJ-UHFFFAOYSA-L Calcium formate Chemical compound [Ca+2].[O-]C=O.[O-]C=O CBOCVOKPQGJKKJ-UHFFFAOYSA-L 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 229920000459 Nitrile rubber Polymers 0.000 description 1
- 239000004113 Sepiolite Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000008360 acrylonitriles Chemical class 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 229940037003 alum Drugs 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical class [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 1
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 239000003242 anti bacterial agent Substances 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 239000007798 antifreeze agent Substances 0.000 description 1
- 239000004760 aramid Substances 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 229940044172 calcium formate Drugs 0.000 description 1
- 235000019255 calcium formate Nutrition 0.000 description 1
- 239000004281 calcium formate Substances 0.000 description 1
- 159000000007 calcium salts Chemical class 0.000 description 1
- 238000011088 calibration curve Methods 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 150000004649 carbonic acid derivatives Chemical class 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000002734 clay mineral Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 239000004499 emulsifiable powder Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- 238000004255 ion exchange chromatography Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- FPYJFEHAWHCUMM-UHFFFAOYSA-N maleic anhydride Chemical compound O=C1OC(=O)C=C1 FPYJFEHAWHCUMM-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- DGVVJWXRCWCCOD-UHFFFAOYSA-N naphthalene;hydrate Chemical compound O.C1=CC=CC2=CC=CC=C21 DGVVJWXRCWCCOD-UHFFFAOYSA-N 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- 150000002823 nitrates Chemical class 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 150000007524 organic acids Chemical class 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 238000013031 physical testing Methods 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 229920005594 polymer fiber Polymers 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 description 1
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 230000002940 repellent Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 229910052624 sepiolite Inorganic materials 0.000 description 1
- 235000019355 sepiolite Nutrition 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 125000005624 silicic acid group Chemical class 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920003048 styrene butadiene rubber Polymers 0.000 description 1
- IIACRCGMVDHOTQ-UHFFFAOYSA-N sulfamic acid Chemical compound NS(O)(=O)=O IIACRCGMVDHOTQ-UHFFFAOYSA-N 0.000 description 1
- 150000003467 sulfuric acid derivatives Chemical class 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 150000003567 thiocyanates Chemical class 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 238000004056 waste incineration Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/08—Acids or salts thereof
- C04B22/14—Acids or salts thereof containing sulfur in the anion, e.g. sulfides
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/12—Set accelerators
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
【課題】優れた貯蔵安定性を有し、セメント組成物とともに用いた際、付着性を良好にする液体急結剤を提供することを目的とする。【解決手段】セメント、ポリマー及び細骨材を含有するセメント組成物とともに用いられる液体急結剤であって、アルミニウム成分及び硫黄成分を含有し、下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する、液体急結剤である。(条件)観測核:27Al試料管回転数:12Hz測定温度:25℃パルス幅:5μsec(45°パルス)待ち時間:5秒外部標準:塩化アルミニウム水溶液【選択図】なしAn object of the present invention is to provide a liquid quick-setting agent that has excellent storage stability and provides good adhesion when used with a cement composition. [Solution] A liquid quick-setting agent used with a cement composition containing cement, a polymer, and a fine aggregate, which contains an aluminum component and a sulfur component, and is obtained by 27Al-NMR measured under the following conditions. It is a liquid quick-setting agent that has a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in the spectrum. (Conditions) Observation core: 27Al sample tube Rotation speed: 12Hz Measurement temperature: 25°C Pulse width: 5 μsec (45° pulse) Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution [Selection diagram] None
Description
本発明は、液体急結剤、補修材料、及び硬化体に関する。 The present invention relates to a liquid quick-setting agent, a repair material, and a cured product.
従来、トンネル工事やコンクリート構造物の補修工事等において吹付け材料の急結性がもとめられる場合、吹付け材料とともに急結剤が使用されている。
急結剤には、主に粉体及び液体の2種類があり、液体急結剤は一般的に、粉体急結剤と比較して急結性が低いため、改善策として、例えば、特許文献1に示されるような、硫酸イオン濃度を高めることによって強度を改善する対策がなされている。
Conventionally, when rapid setting properties of sprayed materials are required in tunnel construction, repair work of concrete structures, etc., quick setting agents have been used together with the sprayed materials.
There are mainly two types of quick-setting agents: powder and liquid. Liquid quick-setting agents generally have lower quick-setting properties than powder quick-setting agents, so as an improvement measure, for example, patented Measures have been taken to improve the strength by increasing the sulfate ion concentration, as shown in Document 1.
しかしながら、高濃度の液体急結剤は、長期間保存すると液中に析出物が生成したり、液がゲル化したり、懸濁粒子が沈降したりする場合があった。硫酸アルミニウムの水に対する溶解度は20℃で27%であり、共存する溶質や液温によって変動するが、溶解度以上の硫酸アルミニウムを含有する液体急結剤は、貯蔵安定性が悪く、また、セメント組成物と組み合わせた場合の付着性が課題となることがあった。 However, when high-concentration liquid quick-setting agents are stored for a long period of time, precipitates may form in the liquid, the liquid may gel, or suspended particles may settle. The solubility of aluminum sulfate in water is 27% at 20°C, and it varies depending on coexisting solutes and liquid temperature, but liquid quick-setting agents containing aluminum sulfate with a higher solubility have poor storage stability and may have a negative effect on cement composition. Adhesion was sometimes an issue when combined with objects.
以上より、本発明は、優れた貯蔵安定性を有し、セメント組成物とともに用いた際、付着性を良好にする液体急結剤を提供することを目的とする。 In light of the above, an object of the present invention is to provide a liquid quick-setting agent that has excellent storage stability and provides good adhesion when used with a cement composition.
本発明者らは、上記のような課題を踏まえて鋭意検討を行った結果、アルミニウム成分及び硫黄成分を含有し、27Al-NMRによって得られるスペクトルおいて、特定の化学シフトにピークを有する液体急結剤が、上記の課題を解決できることを見出し、本発明を完成するに至った。すなわち、本発明は、下記の通りである。 As a result of intensive studies based on the above-mentioned problems, the present inventors found that a liquid containing an aluminum component and a sulfur component and having a peak at a specific chemical shift in the spectrum obtained by 27 Al-NMR. The inventors have discovered that an quick-setting agent can solve the above problems, and have completed the present invention. That is, the present invention is as follows.
[1] セメント、ポリマー及び細骨材を含有するセメント組成物とともに用いられる液体急結剤であって、アルミニウム成分及び硫黄成分を含有し、下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する、液体急結剤。
(条件)
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液
[2] セメント及び細骨材を含有するセメント組成物とともに用いられる補修用の液体急結剤であって、アルミニウム成分及び硫黄成分を含有し、下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する、補修用の液体急結剤。
(条件)
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液
[3] 前記化学シフト-1.0ppm以上3.0ppm以下の範囲のピークの半値幅が、10.0ppm以下である、上記[1]または[2]に記載の液体急結剤。
[4] 前記液体急結剤中の全アルカリ量R2O(Rはアルカリ金属)が、1.0質量%以下である、上記[1]~[3]のいずれか1つに記載の液体急結剤。
[5] セメント、ポリマー及び細骨材を含有するセメント組成物と、上記[1]、[3]または[4]のいずれか1つに記載の液体急結剤とを含有する、補修材料。
[6] セメント及び細骨材を含有するセメント組成物と、上記[2]~[4]のいずれか1つに記載の液体急結剤とを含有する、補修材料。
[7] 前記液体急結剤が、さらにポリマーを含有する、上記[6]に記載の補修材料。
[8] 前記組成物中の細骨材の含有量が、前記セメント100質量部に対して40~300質量部である、上記[5]~[7]のいずれか1つに記載の補修材料。
[9] 上記[5]~[8]のいずれか1つに記載の補修材料を用いてなる、硬化体。
[1] A liquid quick-setting agent used with a cement composition containing cement, a polymer, and a fine aggregate, containing an aluminum component and a sulfur component, and obtained by 27 Al-NMR measured under the following conditions. A liquid quick-setting agent having a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in the spectrum.
(conditions)
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution [2] A liquid quick-setting agent for repair used with cement compositions containing cement and fine aggregate, containing aluminum and sulfur components, and containing the following: A liquid quick-setting agent for repair, which has a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in a spectrum obtained by 27 Al-NMR measured under 27 Al-NMR conditions.
(conditions)
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution [3] Chemical shift - The half width of the peak in the range of -1.0 ppm to 3.0 ppm is 10.0 ppm or less [1] or [2] A liquid quick-setting agent as described in .
[4] The liquid according to any one of [1] to [3] above, wherein the total alkali amount R 2 O (R is an alkali metal) in the liquid quick-setting agent is 1.0% by mass or less. Rapid setting agent.
[5] A repair material containing a cement composition containing cement, a polymer, and fine aggregate, and the liquid quick-setting agent according to any one of [1], [3], or [4] above.
[6] A repair material containing a cement composition containing cement and fine aggregate, and the liquid quick-setting agent according to any one of [2] to [4] above.
[7] The repair material according to [6] above, wherein the liquid quick-setting agent further contains a polymer.
[8] The repair material according to any one of [5] to [7] above, wherein the content of fine aggregate in the composition is 40 to 300 parts by mass based on 100 parts by mass of the cement. .
[9] A cured product using the repair material according to any one of [5] to [8] above.
本発明によれば、優れた貯蔵安定性を有し、セメント組成物とともに用いた際、付着性を良好にする液体急結剤を提供することが出来る。 According to the present invention, it is possible to provide a liquid quick-setting agent that has excellent storage stability and provides good adhesion when used with a cement composition.
以下、本発明の実施形態(本実施形態)を詳細に説明するが、本発明は当該実施形態に限定されるものではない。なお、本明細書における「%」は特に規定しない限り質量基準とする。 Hereinafter, an embodiment (this embodiment) of the present invention will be described in detail, but the present invention is not limited to this embodiment. Note that "%" in this specification is based on mass unless otherwise specified.
[1.液体急結剤]
本実施形態に係る液体急結剤の第一の態様は、セメント、ポリマー及び細骨材を含有するセメント組成物とともに用いられる液体急結剤であって、アルミニウム成分及び硫黄成分を含有し、下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する液体急結剤である。本発明の液体急結剤は、アルミニウム成分及び硫黄成分を含有し、27Al-NMRによって得られるスペクトルにおいて所定の位置にピークを有することにより、優れた貯蔵安定性を有し、セメント、ポリマー、及び細骨材を含有するセメント組成物とともに用いた際、だれを抑制し付着強度を向上させることにより付着性を良好にする。
(条件)
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液
[1. Liquid quick setting agent]
A first aspect of the liquid quick-setting agent according to the present embodiment is a liquid quick-setting agent that is used with a cement composition containing cement, a polymer, and a fine aggregate, and contains an aluminum component and a sulfur component, and includes the following: It is a liquid quick-setting agent that has a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in a spectrum obtained by 27 Al-NMR measured under the following conditions. The liquid quick-setting agent of the present invention contains an aluminum component and a sulfur component, and has a peak at a predetermined position in the spectrum obtained by 27 Al-NMR, so it has excellent storage stability and can be used for cement, polymer, etc. When used with a cement composition containing fine aggregate, it improves adhesion by suppressing sagging and improving adhesion strength.
(conditions)
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution
また、本実施形態に係る液体急結剤の第二の態様は、セメント及び細骨材を含有するセメント組成物とともに用いられる補修用の液体急結剤であって、アルミニウム成分及び硫黄成分を含有し、既述の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する補修用の液体急結剤である。本発明の液体急結剤は、アルミニウム成分及び硫黄成分を含有し、27Al-NMRによって得られるスペクトルにおいて所定の位置にピークを有することにより、優れた貯蔵安定性を有し、セメント及び細骨材を含有するセメント組成物とともに補修用として用いた際、だれを抑制し付着強度を向上させることにより付着性を良好にする。 Further, a second aspect of the liquid quick-setting agent according to the present embodiment is a liquid quick-setting agent for repair that is used with a cement composition containing cement and fine aggregate, and which contains an aluminum component and a sulfur component. However, in the spectrum obtained by 27 Al-NMR measured under the conditions described above, it is a liquid quick-setting agent for repair that has a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less. The liquid quick setting agent of the present invention contains an aluminum component and a sulfur component, and has a peak at a predetermined position in the spectrum obtained by 27 Al-NMR, so it has excellent storage stability and is suitable for cement and fine bone. When used for repair purposes together with a cement composition containing wood, it improves adhesion by suppressing sagging and improving adhesion strength.
第一の態様及び第二の態様の液体急結剤は、27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する。また、当該ピークの半値幅は、例えば、10.0ppm以下が好ましく、9.0ppm以下がより好ましく、8.0ppm以下がさらに好ましい。これにより、液体急結剤の貯蔵安定性を向上することができる。なお、半値幅は、例えば、0.1ppm以上でもよい。なお、液体急結剤の27Al-NMR測定は、市販の測定装置、例えば、日本電子製の超伝導核磁気共鳴装置(ECX-400)を用いて行うことができる。
以下、第一の態様及び第二の態様をまとめて単に液体急結剤ということがある。
The liquid quick setting agent of the first aspect and the second aspect has a peak in a chemical shift range of −1.0 ppm or more and 3.0 ppm or less in the spectrum obtained by 27 Al-NMR. Further, the half width of the peak is, for example, preferably 10.0 ppm or less, more preferably 9.0 ppm or less, and even more preferably 8.0 ppm or less. Thereby, the storage stability of the liquid quick setting agent can be improved. Note that the half width may be, for example, 0.1 ppm or more. Note that the 27 Al-NMR measurement of the liquid quick setting agent can be performed using a commercially available measuring device, for example, a superconducting nuclear magnetic resonance device (ECX-400) manufactured by JEOL.
Hereinafter, the first aspect and the second aspect may be collectively referred to simply as a liquid quick-setting agent.
液体急結剤は、アルミニウム成分及び硫黄成分を含有する。アルミニウム成分の原料としては、例えば、硫酸アルミニウム、各種ミョウバン、水酸化アルミニウムを使用することができ、硫黄成分の原料としては、硫酸等を使用することができる。ここで、アルミニウム分の原料と硫黄分の原料の比率において、アルミニウム分の原料の比率を大きくすると、上記化学シフトが所望の範囲に入りやすく、硫黄分の原料の比率を大きくすると、半値幅が小さくなりやすい。 The liquid quick setting agent contains an aluminum component and a sulfur component. As a raw material for the aluminum component, for example, aluminum sulfate, various alums, and aluminum hydroxide can be used, and as a raw material for the sulfur component, sulfuric acid or the like can be used. Here, in the ratio of the aluminum-containing raw material to the sulfur-containing raw material, if the ratio of the aluminum-containing raw material is increased, the above chemical shift will easily fall within the desired range, and if the ratio of the sulfur-containing raw material is increased, the half-value width will be It tends to become smaller.
液体急結剤中のアルミニウム成分は、付着性及び貯蔵安定性の観点から、液体急結剤の質量を100%とすると、Al2O3換算で3.0~20.0%であり、5.0~18.0%が好ましく、7.0~15.0%がさらに好ましい。液体急結剤中のアルミニウム成分の含有量は、液体急結剤調製時に、アルミニウム成分の原料の使用量を調整することで、液体急結剤中のアルミニウム成分をAl2O3換算で上記範囲内とすることができる。 From the viewpoint of adhesion and storage stability, the aluminum component in the liquid quick-setting agent is 3.0 to 20.0% in terms of Al 2 O 3 , assuming that the mass of the liquid quick-setting agent is 100%. .0 to 18.0% is preferable, and 7.0 to 15.0% is more preferable. The content of the aluminum component in the liquid quick-setting agent can be adjusted to the above range in terms of Al 2 O 3 by adjusting the amount of raw material for the aluminum component used when preparing the liquid quick-setting agent. It can be within.
液体急結剤部中の硫黄成分は、付着性及び貯蔵安定性の観点から、液体急結剤の質量を100%とすると、SO3換算で10.0~30.0%であり、15.0~29.0%が好ましく、15.0~20.5%がさらに好ましい。液体急結剤中の硫黄成分の含有量は、液体急結剤調製時に、硫黄成分の原料の使用量を調整することで、液体急結剤中の硫黄成分をSO3換算で上記範囲内とすることができる。 From the viewpoint of adhesion and storage stability, the sulfur component in the liquid quick-setting agent is 10.0 to 30.0% in terms of SO 3 , assuming that the mass of the liquid quick-setting agent is 100%. 0 to 29.0% is preferable, and 15.0 to 20.5% is more preferable. The content of the sulfur component in the liquid quick-setting agent can be adjusted to within the above range in terms of SO 3 by adjusting the amount of the raw material for the sulfur component used when preparing the liquid quick-setting agent. can do.
液体急結剤は、環境保全の観点から、フッ化物イオン濃度が、500ppm以下であることが好ましく、450ppm以下がより好ましく、350ppm以下がさらに好ましく、0ppmであってもよい。なお、本発明において、液体急結剤中のフッ化物イオンの濃度は、市販の分析装置、例えば、Thermo Scientific製のイオンクロマトグラフィー(ICS2100)によって測定することができる。分析に際しては、予めフッ化物イオンが検量線内となるように希釈することで、測定を実施することができる。 From the viewpoint of environmental conservation, the liquid quick-setting agent preferably has a fluoride ion concentration of 500 ppm or less, more preferably 450 ppm or less, even more preferably 350 ppm or less, and may be 0 ppm. In the present invention, the concentration of fluoride ions in the liquid quick-setting agent can be measured using a commercially available analyzer, for example, ion chromatography (ICS2100) manufactured by Thermo Scientific. At the time of analysis, measurement can be performed by diluting the fluoride ion in advance so that it falls within the calibration curve.
液体急結剤のpHは、7以下であることが好ましく、5以下であることがより好ましい。pHが7以下であることで、環境負荷低減効果および人体への悪影響を抑制させることができる。また、pHは2以上であることが好ましい。なお、液体急結剤のpHは、pH計を用いて測定することができる。 The pH of the liquid quick-setting agent is preferably 7 or less, more preferably 5 or less. When the pH is 7 or less, it is possible to reduce the environmental load and suppress the adverse effects on the human body. Moreover, it is preferable that pH is 2 or more. Note that the pH of the liquid quick-setting agent can be measured using a pH meter.
液体急結剤における全アルカリ量R2O(Rはアルカリ金属)は、作業者の安全性の観点から、1.0%以下が好ましく、0.8%以下がより好ましく、0.5%以下がさらに好ましい。また、0%以上であってもよい。なお、液体急結剤中の全アルカリ量R2Oは、原子吸光法により測定することができる。 From the viewpoint of worker safety, the total alkali content R 2 O (R is an alkali metal) in the liquid quick-setting agent is preferably 1.0% or less, more preferably 0.8% or less, and 0.5% or less. is even more preferable. Further, it may be 0% or more. Incidentally, the total amount of alkali R 2 O in the liquid quick-setting agent can be measured by atomic absorption method.
液体急結剤は、例えば、硫酸アルミニウム、各種ミョウバン、水酸化アルミニウム、硫酸等の原料を混合し、加熱して反応させることによって得ることが出来る。加熱温度としては、70~100℃が好ましく、85~100℃がより好ましく、85~95℃がさらに好ましい。反応時間としては、30~150分が好ましく、60~150分がより好ましく、90~120分がさらに好ましい。 The liquid quick-setting agent can be obtained, for example, by mixing raw materials such as aluminum sulfate, various alums, aluminum hydroxide, and sulfuric acid, and heating and reacting the mixture. The heating temperature is preferably 70 to 100°C, more preferably 85 to 100°C, even more preferably 85 to 95°C. The reaction time is preferably 30 to 150 minutes, more preferably 60 to 150 minutes, even more preferably 90 to 120 minutes.
液体急結剤は、既述の成分以外に、本発明の効果を阻害しない範囲で種々の添加剤を含有させることができるが、取扱い性の観点から、アルミン酸ソーダは含有しないことが好ましい。 In addition to the above-mentioned components, the liquid quick-setting agent can contain various additives as long as they do not impede the effects of the present invention, but from the viewpoint of ease of handling, it is preferable not to contain sodium aluminate.
[2.補修材料]
本実施形態に係る補修材料は、セメント、ポリマー及び細骨材を含有するセメント組成物と、本発明の液体急結剤とを含有する。補修材料中の液体急結剤の含有量は、セメント組成物中のセメント100質量部に対して、0.01~20質量部が好ましく、0.03~10質量部がより好ましく、0.05~5質量部がさらに好ましい。補修材料中の液体急結剤の含有量が上記範囲内であると、補修材料の付着性を向上させることができる。
[2. Repair materials】
The repair material according to this embodiment contains a cement composition containing cement, a polymer, and fine aggregate, and the liquid quick-setting agent of the present invention. The content of the liquid quick-setting agent in the repair material is preferably 0.01 to 20 parts by mass, more preferably 0.03 to 10 parts by mass, and 0.05 parts by mass, relative to 100 parts by mass of cement in the cement composition. -5 parts by mass is more preferred. When the content of the liquid quick setting agent in the repair material is within the above range, the adhesion of the repair material can be improved.
セメントは、特に限定されるものではなく、普通、早強、超早強、低熱および中庸熱等の各種セメント、これらのセメントに、高炉スラグやフライアッシュやシリカフュームなどを混合した各種混合セメント、都市ゴミ焼却灰や下水汚泥焼却灰を原料として製造された環境調和型セメント(エコセメント)、市販されている微粒子セメントなどが挙げられ、各種セメントや各種混合セメントを微粉末化して使用することも可能である。また、通常セメントに使用されている成分(例えばセッコウ等)量を増減して調整されたものも使用可能である。
本発明では、付着性の観点から、普通ポルトランドセメントや早強ポルトランドセメントを選定することが好ましい。
Cement is not particularly limited, and includes various types of cement such as normal, early strength, super early strength, low heat, and medium heat, various mixed cements in which these cements are mixed with blast furnace slag, fly ash, silica fume, etc., and urban cement. Examples include environmentally friendly cement (ecocement) manufactured using garbage incineration ash and sewage sludge incineration ash, and commercially available fine particle cement, and it is also possible to use various cements and mixed cements after pulverizing them. It is. Further, it is also possible to use a cement that has been adjusted by increasing or decreasing the amount of components (for example, gypsum, etc.) normally used in cement.
In the present invention, from the viewpoint of adhesion, it is preferable to select ordinary Portland cement or early strength Portland cement.
セメントは、製造コストや強度発現性の観点から、ブレーン比表面積値が、2,500~7,000cm2/gであることが好ましく、2,750cm2/g~6,000cm2/gであることがより好ましく、3,000cm2/g~4,500cm2/gであることがさらに好ましい。
ブレーン比表面積値は、JIS R 5201:2015(セメントの物理試験方法)に準拠して求められる。
From the viewpoint of manufacturing cost and strength development, the Blaine specific surface area value of the cement is preferably 2,500 to 7,000 cm 2 /g, and preferably 2,750 cm 2 / g to 6,000 cm 2 /g. It is more preferably 3,000 cm 2 /g to 4,500 cm 2 /g.
The Blaine specific surface area value is determined in accordance with JIS R 5201:2015 (physical testing method for cement).
細骨材は、特に限定されるものではなく、通常のセメントモルタルやコンクリートに使用するものと同様の細骨材が使用可能である。すなわち、川砂、砕石、砕砂、石灰砂、けい砂、色砂、及び人工軽量骨材等が使用可能であり、これらを組み合わせることも可能である。特に、シリカ質のけい砂や石灰砂の使用が好ましく、細骨材の粒度は、JIS6~8号が好ましい。 The fine aggregate is not particularly limited, and fine aggregates similar to those used for ordinary cement mortar and concrete can be used. That is, river sand, crushed stone, crushed sand, lime sand, silica sand, colored sand, artificial lightweight aggregate, etc. can be used, and it is also possible to combine these. In particular, it is preferable to use siliceous silica sand or lime sand, and the particle size of the fine aggregate is preferably JIS No. 6 to 8.
セメント組成物中の細骨材の含有割合は、セメント100質量部に対して、40~300質量部であることが好ましく、45~275質量部であることがより好ましく、50~250質量部であることがさらに好ましい。細骨材の含有割合が上記範囲内であることで、補修材料の付着性をより良好にすることができる。 The content of fine aggregate in the cement composition is preferably 40 to 300 parts by mass, more preferably 45 to 275 parts by mass, and 50 to 250 parts by mass based on 100 parts by mass of cement. It is even more preferable that there be. When the content of the fine aggregate is within the above range, the adhesion of the repair material can be improved.
セメント組成物は、さらにポリマーを含有することが好ましい。ポリマーのとしては、特に限定されるものではないが、例えば、アクリロニトリル・ブタジエンゴム、スチレン・ブタジエンゴム、クロロプレンゴム、天然ゴム等のゴムラテックスや、エチレン・酢酸ビニル共重合体、ポリアクリル酸エステル、スチレン・アクリル酸エステル共重合体やアクリロニトリル・アクリル酸エステルに代表されるアクリル酸エステル系共重合体、酢酸ビニルビニルバーサテート系共重合体等の樹脂エマルジョン等が挙げられる。
ポリマーの形態としては、再乳化型粉末タイプや液体タイプがあり、付着性改善、さらに、モルタルの耐久性向上のために使用される。
Preferably, the cement composition further contains a polymer. Examples of polymers include, but are not limited to, rubber latex such as acrylonitrile-butadiene rubber, styrene-butadiene rubber, chloroprene rubber, natural rubber, ethylene-vinyl acetate copolymer, polyacrylic acid ester, Examples include resin emulsions such as styrene/acrylic ester copolymers, acrylic ester copolymers typified by acrylonitrile/acrylic esters, and vinyl acetate vinyl versatate copolymers.
The form of the polymer includes a re-emulsifiable powder type and a liquid type, and is used to improve adhesion and the durability of mortar.
セメント組成物中のポリマーの含有割合は、セメント100質量部に対して、固形分量で1~20質量部であることが好ましく、2~18質量部であることがより好ましく、3~15質量部であることがさらに好ましい。ポリマーの含有割合が上記範囲内であることで、補修材料の付着性を向上させることができる。 The solid content of the polymer in the cement composition is preferably 1 to 20 parts by mass, more preferably 2 to 18 parts by mass, and 3 to 15 parts by mass based on 100 parts by mass of cement. It is more preferable that When the content ratio of the polymer is within the above range, the adhesion of the repair material can be improved.
セメント組成物は、さらに繊維を含有することが好ましい。繊維としては、特に限定されるものではないが、例えば、ビニロン繊維、プロピレン繊維、アクリル繊維、ナイロン繊維、アラミド繊維等の高分子繊維類や、鋼繊維、ガラス繊維、炭素繊維、及び玄武岩等の岩石を溶融紡糸した繊維等の無機繊維類が挙げられる。 Preferably, the cement composition further contains fibers. The fibers are not particularly limited, but include, for example, polymer fibers such as vinylon fibers, propylene fibers, acrylic fibers, nylon fibers, and aramid fibers, steel fibers, glass fibers, carbon fibers, and basalt fibers. Examples include inorganic fibers such as fibers made from melt-spun rocks.
セメント組成物中の繊維の含有割合は、セメント100質量部に対して、0.02~3.0質量部であることが好ましく、0.03~2.5質量部であることがより好ましく、0.05~2.0質量部であることがさらに好ましい。繊維の含有割合が0.02質量部以上であることで、付着性を改善する効果を十分に発揮することができる。また、繊維の含有割合が1.5質量部以下であることで、流動性を高めることができる。繊維の長さは、コテ仕上げ面の美観の観点から、15mm以下であることが好ましく、12mm以下であることがより好ましく、10mm以下であることがさらに好ましい。繊維の長さの下限は特に限定されず、例えば、1mm以上であればよい。 The content ratio of fibers in the cement composition is preferably 0.02 to 3.0 parts by mass, more preferably 0.03 to 2.5 parts by mass, based on 100 parts by mass of cement. More preferably, it is 0.05 to 2.0 parts by mass. When the fiber content is 0.02 parts by mass or more, the effect of improving adhesion can be sufficiently exhibited. Moreover, fluidity can be improved because the content ratio of fibers is 1.5 parts by mass or less. The length of the fiber is preferably 15 mm or less, more preferably 12 mm or less, and even more preferably 10 mm or less, from the viewpoint of the aesthetic appearance of the troweled surface. The lower limit of the fiber length is not particularly limited, and may be, for example, 1 mm or more.
セメント組成物は、さらに減水剤を含有することが好ましい。減水剤としては、特に限定されるものではなく、例えば、ナフタレン系減水剤、メラミン系減水剤、アミノスルホン酸系減水剤、及びポリカルボン酸系減水剤が挙げられ、本発明ではこれら減水剤のうちの一種又は二種以上が使用可能である。 Preferably, the cement composition further contains a water reducing agent. The water reducing agent is not particularly limited, and examples thereof include naphthalene water reducing agents, melamine water reducing agents, aminosulfonic acid water reducing agents, and polycarboxylic acid water reducing agents. One or more of these can be used.
セメント組成物中の減水剤の含有割合は、セメント100質量部に対して、固形分換算で0.1~2質量部が好ましく、0.2~1.8質量部がより好ましく、0.3~1.0質量部がさらに好ましい。減水剤の含有割合が上記下限値以上であることで、十分な流動性を得ることができる。また、減水剤の含有割合が上記上限値以下であることで、材料分離を抑制することができる。 The content ratio of the water reducing agent in the cement composition is preferably 0.1 to 2 parts by mass, more preferably 0.2 to 1.8 parts by mass, and more preferably 0.3 parts by mass in terms of solid content per 100 parts by mass of cement. More preferably 1.0 parts by mass. Sufficient fluidity can be obtained because the content rate of the water reducing agent is at least the above lower limit. Moreover, material separation can be suppressed because the content rate of the water reducing agent is below the above-mentioned upper limit.
セメント組成物は、さらに急硬材を含有してもよい。急硬材としては、凝結を促進し、短期での強度増進を図るものであれば、特に限定されるものではない。急硬材は、凝結を促進するものとして、ギ酸カルシウムに代表される有機酸のカルシウム塩、硝酸塩、硫酸塩、炭酸塩、チオシアン酸塩、アミン類、無水マレイン酸、水ガラスに代表される珪酸塩、硫酸アルミニウム、及び、ミョウバンに代表されるアルミニウム塩、カルシウムアルミネート(アルミン酸カルシウム)、アルミン酸塩等が挙げられる。これらの中では、強度発現性の観点から、アルミン酸塩が好ましく、カルシウムアルミネート(CA)を含むことが好ましい。 The cement composition may further contain a rapidly hardening material. The rapidly hardening material is not particularly limited as long as it promotes coagulation and increases strength in a short period of time. Rapidly hardening materials use calcium salts of organic acids such as calcium formate, nitrates, sulfates, carbonates, thiocyanates, amines, maleic anhydride, and silicic acids such as water glass to promote coagulation. Salts, aluminum sulfate, aluminum salts typified by alum, calcium aluminate (calcium aluminate), aluminates, and the like. Among these, from the viewpoint of strength development, aluminates are preferred, and calcium aluminate (CA) is preferably included.
カルシウムアルミネートは、カルシア原料とアルミナ原料等とを混合して、キルンで焼成し、あるいは、電気炉で溶融し冷却して得られるCaOとAl2O3とを主成分とする水和活性を有する物質の総称であり、結晶質、又は非晶質のいずれであっても使用可能である。硬化時間が早く、初期強度発現性が高い材料である。カルシウムアルミネートの代表的なものとしてはアルミナセメントが挙げられ、通常、市販品が使用できる。例えば、アルミナセメント1号、アルミナセメント2号などが使用できる。なかでも、アルミナセメントよりも短時間で硬化し、その後の初期強度発現性が高い点から、溶融後に急冷した非晶質カルシウムアルミネートが好ましい。
カルシウムアルミネートのなかでも、CaOとAl2O3とのモル比(CaO/Al2O3モル比)は、1.0~3.0であることが好ましく、1.7~2.5であることがより好ましい。モル比が上記範囲内であることで、硬化時間をより短縮して初期強度発現性を高めることができる。
Calcium aluminate is a product with hydration activity mainly composed of CaO and Al 2 O 3 , which is obtained by mixing calcia raw materials and alumina raw materials, etc., and firing the mixture in a kiln or melting it in an electric furnace and cooling it. It is a general term for substances that have a crystalline structure, and can be used regardless of whether it is crystalline or amorphous. This material has a quick curing time and high initial strength development. A typical example of calcium aluminate is alumina cement, and commercially available products can usually be used. For example, alumina cement No. 1, alumina cement No. 2, etc. can be used. Among these, amorphous calcium aluminate, which is rapidly cooled after melting, is preferred because it hardens in a shorter time than alumina cement and has higher initial strength development thereafter.
Among calcium aluminates, the molar ratio between CaO and Al 2 O 3 (CaO/Al 2 O 3 molar ratio) is preferably 1.0 to 3.0, preferably 1.7 to 2.5. It is more preferable that there be. When the molar ratio is within the above range, the curing time can be further shortened and the initial strength development property can be improved.
本発明で使用する急硬材の含有割合は、セメント100質量部に対して、1~30質量部であることが好ましく、3~25質量部であることがより好ましく、5~20質量部であることがさらに好ましい。また、急硬材としてカルシウムアルミネートを含有する場合、カルシウムアルミネートの含有割合は、セメント100質量部に対して、2~20質量部であることが好ましく、3~18質量部であることがより好ましく、4~15質量部であることがさらに好ましい。急硬材の含有割合が上記下限値以上であることで、強度発現性を良好としやすい。 The content ratio of the rapidly hardening material used in the present invention is preferably 1 to 30 parts by mass, more preferably 3 to 25 parts by mass, and 5 to 20 parts by mass based on 100 parts by mass of cement. It is even more preferable that there be. In addition, when calcium aluminate is contained as a rapidly hardening material, the content ratio of calcium aluminate is preferably 2 to 20 parts by mass, and preferably 3 to 18 parts by mass, based on 100 parts by mass of cement. The amount is more preferably 4 to 15 parts by mass. When the content ratio of the rapidly hardening material is equal to or higher than the above lower limit, the strength development property is likely to be good.
本発明では、性能に悪影響を与えない範囲で、凝結調整剤、AE剤、防錆剤、撥水剤、抗菌剤、着色剤、防凍剤、石灰石微粉末、高炉徐冷スラグ微粉末、下水汚泥焼却灰やその溶融スラグ、都市ゴミ焼却灰やその溶融スラグ、及びパルプスラッジ焼却灰等の混和材料、消泡剤、増粘剤、収縮低減剤、ベントナイト、セピオライトなどの粘土鉱物、並びに、ハイドロタルサイトなどのアニオン交換体等のうちの一種又は二種以上を、本発明の目的を実質的に阻害しない範囲で使用することが可能である。 In the present invention, setting regulators, AE agents, rust preventive agents, water repellents, antibacterial agents, coloring agents, antifreeze agents, fine limestone powder, fine blast furnace slowly cooled slag powder, sewage sludge, etc. Incineration ash and its molten slag, municipal waste incineration ash and its molten slag, admixtures such as pulp sludge incineration ash, antifoaming agents, thickeners, shrinkage reducing agents, clay minerals such as bentonite and sepiolite, and hydrotal. It is possible to use one or more types of anion exchangers such as sites within a range that does not substantially impede the object of the present invention.
本発明の補修材料において、各材料の混合方法は特に限定されるものではなく、それぞれの材料を施工時に混合しても良いし、あらかじめ一部を、あるいは全部を混合しておいても差し支えない。例えば、吹付け工法で用いる場合は、あらかじめセメント組成物の材料を混合し、液体急結剤を吹付け時に混合して補修材料を吹付けることができる。混合装置としては、既存のいかなる装置、例えば、傾胴ミキサ、オムニミキサ、ヘンシェルミキサ、V型ミキサ、及びナウタミキサなどの使用が可能である。 In the repair material of the present invention, the method of mixing each material is not particularly limited, and each material may be mixed at the time of construction, or some or all of the materials may be mixed in advance. . For example, when using the spraying method, the repair material can be sprayed by mixing the materials of the cement composition in advance and mixing the liquid quick-setting agent at the time of spraying. As the mixing device, any existing device can be used, such as a tilting mixer, an omni mixer, a Henschel mixer, a V-type mixer, and a Nauta mixer.
[3.硬化体]
本実施形態に係る硬化体は、本発明の補修材料を用いてなる硬化体である。本発明の補修材料と水とを混練し、通常、左官コテによる塗り付け方法や、スクイズ式等のモルタルポンプにより施工箇所まで圧送して吹付けノズルより吹付ける吹付け方法により、硬化体とすることができる。
[3. Hardened body]
The cured body according to this embodiment is a cured body made using the repair material of the present invention. The repair material of the present invention is kneaded with water, and a hardened product is usually formed by applying it with a plastering trowel or by spraying it by force-feeding it to the construction site with a squeeze-type mortar pump or the like and spraying it with a spray nozzle. be able to.
練り混ぜ水量は、使用する目的・用途や各材料の含有割合によって変化するため特に限定されるものではないが、補修材料100質量部に対して、5~70質量部であることが好ましく、8~65質量部であることがより好ましく、10~60質量部であることがさらに好ましい。練り混ぜ水量が上記下限値以上であることで、流動性の低下を抑制し、発熱量が極めて大きくなることを抑制することができる。また、練り混ぜ水量が上記上限値以下であることで、強度発現性を確保することができる。 The amount of mixing water is not particularly limited as it varies depending on the purpose/application and the content ratio of each material, but it is preferably 5 to 70 parts by mass, and 8 parts by mass based on 100 parts by mass of the repair material. It is more preferably from 10 to 60 parts by weight, and even more preferably from 10 to 60 parts by weight. When the mixing water amount is at least the above lower limit, it is possible to suppress a decrease in fluidity and to suppress an extremely large amount of heat generated. Moreover, strength development property can be ensured because the mixing water amount is below the above-mentioned upper limit.
本発明において、補修材料と水との練り混ぜ方法は特に限定されるものではないが、回転数が900rpm以上のハンドミキサ、通常のモルタルミキサ、又は二軸型の強制ミキサを使用することが好ましい。
ハンドミキサやモルタルミキサでの練り混ぜは、例えば、ペール缶等の容器やミキサにあらかじめ所定量の水を入れ、その後ミキサを回転させながら残りの補修材料を投入し、3分以上練り混ぜることが好ましい。又、強制ミキサでの練り混ぜは、例えば、あらかじめ補修材料をミキサに投入し、ミキサを回転させながら所定量の水を投入し、少なくとも4分以上練り混ぜることが好ましい。
In the present invention, the method of mixing the repair material and water is not particularly limited, but it is preferable to use a hand mixer with a rotation speed of 900 rpm or more, a normal mortar mixer, or a biaxial forced mixer. .
When mixing with a hand mixer or mortar mixer, for example, you can first put a predetermined amount of water into a container such as a pail or a mixer, then add the remaining repair material while rotating the mixer, and mix for at least 3 minutes. preferable. Further, when mixing with a forced mixer, for example, it is preferable to put the repair material into the mixer in advance, add a predetermined amount of water while rotating the mixer, and mix for at least 4 minutes.
以下、実施例及び比較例を用いて本発明を更に具体的に説明するが、本発明はその要旨を逸脱しない限り、下記の実施例に限定されるものではない。 Hereinafter, the present invention will be explained in more detail using Examples and Comparative Examples, but the present invention is not limited to the following Examples unless it departs from the gist thereof.
[実施例1~7]
<液体急結剤の調製>
アルミニウム成分及び硫黄成分を、それぞれAl2O3換算及びSO3換算で表1に示す量となるよう各種原料を調整、混合し、90℃で2時間加熱することで液体急結剤を作製した。
[Examples 1 to 7]
<Preparation of liquid quick setting agent>
Various raw materials were adjusted and mixed so that the aluminum component and sulfur component were in the amounts shown in Table 1 in terms of Al 2 O 3 and SO 3 , respectively, and a liquid quick-setting agent was prepared by heating at 90 ° C. for 2 hours. .
<使用材料>
アルミニウム成分源:水酸化アルミニウム、工業用品用
硫黄成分源:硫酸、工業用品用
溶媒:純水
<Materials used>
Aluminum component source: Aluminum hydroxide, for industrial supplies Sulfur component source: Sulfuric acid, for industrial supplies Solvent: Pure water
<27Al-NMR測定>
調製した液体急結剤は、超伝導核磁気共鳴装置(日本電子製、ECX-400)を用いて下記の条件で行い、ピークの化学シフト及び半値幅を測定した。結果を下記表1に示す。
< 27 Al-NMR measurement>
The prepared liquid quick-setting agent was tested under the following conditions using a superconducting nuclear magnetic resonance apparatus (ECX-400, manufactured by JEOL Ltd.), and the chemical shift and half-value width of the peak were measured. The results are shown in Table 1 below.
<27Al-NMR測定条件>
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液
< 27 Al-NMR measurement conditions>
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution
<貯蔵試験>
液体急結剤の貯蔵安定性を評価するために貯蔵試験を実施した。貯蔵性が低下すると特に低温環境において液体急結剤中に析出物が生成する。液体急結剤を10℃環境1か月間静置し、その析出物をろ紙にて抽出し、液体急結剤100g当たりの析出物量を算出した。結果を下記表1に示す。
<Storage test>
A storage test was conducted to evaluate the storage stability of the liquid quick setting agent. Decreased storage properties result in the formation of precipitates in the liquid accelerator, especially in low temperature environments. The liquid quick-setting agent was allowed to stand in a 10° C. environment for one month, and the precipitate was extracted using filter paper, and the amount of precipitate per 100 g of the liquid quick-setting agent was calculated. The results are shown in Table 1 below.
[比較例1~4]
実施例1~7と同様にして、液体急結剤を作製し、各試験により評価した。結果を表1に示す。
[Comparative Examples 1 to 4]
Liquid quick-setting agents were prepared in the same manner as in Examples 1 to 7, and evaluated by each test. The results are shown in Table 1.
(実験例1)
<補修材料の調製>
セメント100質量部に対して、細骨材200質量部、繊維0.1質量部、減水剤0.5質量部、水14質量部とし、セメント組成物を調製した。このセメント組成物中のセメント100質量部に対して、実施例1~5及び比較例1~2の液体急結剤を6質量部混合し、補修材料を調製した。
(Experiment example 1)
<Preparation of repair material>
A cement composition was prepared by adding 200 parts by mass of fine aggregate, 0.1 parts by mass of fibers, 0.5 parts by mass of water reducing agent, and 14 parts by mass of water to 100 parts by mass of cement. 6 parts by mass of the liquid quick-setting agents of Examples 1 to 5 and Comparative Examples 1 to 2 were mixed with 100 parts by mass of cement in this cement composition to prepare repair materials.
<圧縮強度試験>
圧縮強度:JSCE-G 561-2010に準じて型枠に吹付けて、材齢1日、28日時点での圧縮強度を測定した。試験結果を下記表2に示す。
<Compressive strength test>
Compressive strength: The compressive strength was measured at 1 day and 28 days of material age by spraying on a formwork according to JSCE-G 561-2010. The test results are shown in Table 2 below.
<厚塗り性試験(だれの有無)>
下地をコンクリート製平板とし厚さ10mm×縦150mm×横250mmの型枠内にモルタルを吹き付け、コテ仕上げを行った後に、その枠を取りはずし、直ちに試験体を垂直に立て、1日静置し、だれの有無を確認した。試験結果を下記表2に示す。
<Thick coating test (presence or absence)>
Mortar was sprayed into a formwork of 10 mm thick x 150 mm long x 250 mm wide using a flat concrete plate as the base, and after finishing with a trowel, the frame was removed, and the test specimen was immediately stood vertically and allowed to stand for one day. I checked to see if anyone was there. The test results are shown in Table 2 below.
<付着強度試験>
付着強度:300×300×60mmの舗道板に補修材料を60mm吹付け、試験体を作製した。材齢28日にφ55mmでコアリングし、建研式接着力試験器(オックスジャッキ株式会社社製)を用いて付着強度を測定した。試験結果を下記表2に示す。
<Adhesion strength test>
Adhesion strength: A test piece was prepared by spraying 60 mm of the repair material onto a 300 x 300 x 60 mm pavement board. On the 28th day of the material age, the material was cored with a diameter of 55 mm, and the adhesion strength was measured using a Kenken type adhesion tester (manufactured by Ox Jack Co., Ltd.). The test results are shown in Table 2 below.
(実験例2)
<補修材料の調製>
セメント100質量部に対して、細骨材200質量部、ポリマー(ポリアクリル酸エステル再乳化樹脂、市販品、水分率0.8%、密度0.5g/mL)3.0質量部、繊維0.1質量部、減水剤0.5質量部、水14質量部とし、セメント組成物を調製した。このセメント組成物中のセメント100質量部に対して、実施例1~5及び比較例1~2の液体急結剤を6質量部混合し、補修材料を調製した。得られた補修材料は、実験例1と同じ方法により、圧縮強度、厚塗り性及び付着強度を測定した。結果を下記表3に示す。
(Experiment example 2)
<Preparation of repair material>
For 100 parts by mass of cement, 200 parts by mass of fine aggregate, 3.0 parts by mass of polymer (polyacrylic acid ester re-emulsified resin, commercially available product, moisture content 0.8%, density 0.5 g/mL), 0 parts by mass of fibers. .1 part by mass, 0.5 parts by mass of water reducing agent, and 14 parts by mass of water to prepare a cement composition. 6 parts by mass of the liquid quick-setting agents of Examples 1 to 5 and Comparative Examples 1 to 2 were mixed with 100 parts by mass of cement in this cement composition to prepare repair materials. The compressive strength, thick coating property, and adhesion strength of the obtained repair material were measured by the same method as in Experimental Example 1. The results are shown in Table 3 below.
本発明の液体急結剤は、例えば、道路、鉄道、及び導水路等のトンネルや、法面等において露出した地山面へ吹付けるセメントコンクリートや、コンクリート構造物の補修材料等に対して好適に使用できる。 The liquid quick-setting agent of the present invention is suitable for, for example, cement concrete sprayed onto exposed ground surfaces such as tunnels for roads, railways, and headrace channels, and slopes, and as repair materials for concrete structures. Can be used for
Claims (9)
アルミニウム成分及び硫黄成分を含有し、
下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する、液体急結剤。
(条件)
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液 A liquid quick-setting agent for use with a cement composition containing cement, a polymer, and fine aggregate, comprising:
Contains an aluminum component and a sulfur component,
A liquid quick setting agent having a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in a spectrum obtained by 27 Al-NMR measured under the following conditions.
(conditions)
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution
アルミニウム成分及び硫黄成分を含有し、
下記の条件で測定される27Al-NMRによって得られるスペクトルにおいて、化学シフト-1.0ppm以上3.0ppm以下の範囲にピークを有する、補修用の液体急結剤。
(条件)
観測核:27Al
試料管回転数:12Hz
測定温度:25℃
パルス幅:5μsec(45°パルス)
待ち時間:5秒
外部標準:塩化アルミニウム水溶液 A repair liquid quick setting agent used with a cement composition containing cement and fine aggregate,
Contains an aluminum component and a sulfur component,
A liquid quick-setting agent for repair, which has a peak in the chemical shift range of -1.0 ppm or more and 3.0 ppm or less in a spectrum obtained by 27 Al-NMR measured under the following conditions.
(conditions)
Observation core: 27 Al
Sample tube rotation speed: 12Hz
Measurement temperature: 25℃
Pulse width: 5μsec (45° pulse)
Waiting time: 5 seconds External standard: Aluminum chloride aqueous solution
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023006358A JP7355953B1 (en) | 2023-01-19 | 2023-01-19 | Liquid quick-setting agent, repair material, cured product |
JP2023154126A JP2024102798A (en) | 2023-01-19 | 2023-09-21 | Liquid quick setting agent, repair material, and cured body |
PCT/JP2024/000921 WO2024154722A1 (en) | 2023-01-19 | 2024-01-16 | Liquid quick setting agent, repair material, and cured body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023006358A JP7355953B1 (en) | 2023-01-19 | 2023-01-19 | Liquid quick-setting agent, repair material, cured product |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2023154126A Division JP2024102798A (en) | 2023-01-19 | 2023-09-21 | Liquid quick setting agent, repair material, and cured body |
Publications (2)
Publication Number | Publication Date |
---|---|
JP7355953B1 true JP7355953B1 (en) | 2023-10-03 |
JP2024102466A JP2024102466A (en) | 2024-07-31 |
Family
ID=88198322
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2023006358A Active JP7355953B1 (en) | 2023-01-19 | 2023-01-19 | Liquid quick-setting agent, repair material, cured product |
JP2023154126A Pending JP2024102798A (en) | 2023-01-19 | 2023-09-21 | Liquid quick setting agent, repair material, and cured body |
Family Applications After (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2023154126A Pending JP2024102798A (en) | 2023-01-19 | 2023-09-21 | Liquid quick setting agent, repair material, and cured body |
Country Status (2)
Country | Link |
---|---|
JP (2) | JP7355953B1 (en) |
WO (1) | WO2024154722A1 (en) |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047048A (en) | 2000-05-25 | 2002-02-12 | Denki Kagaku Kogyo Kk | Liquid curing accelerator, rapid curing cement/concrete using the same and method of producing rapid curing cement/concrete |
JP2005060201A (en) | 2003-08-20 | 2005-03-10 | Denki Kagaku Kogyo Kk | Spray material and spraying method using the same |
JP2018030731A (en) | 2016-08-22 | 2018-03-01 | デンカ株式会社 | Liquid rapid hardening agent, spraying material, and spraying method using the same |
CN112608065A (en) | 2019-12-13 | 2021-04-06 | 科之杰新材料集团(贵州)有限公司 | Liquid alkali-free accelerator for sprayed concrete and preparation method thereof |
JP2021143090A (en) | 2020-03-12 | 2021-09-24 | デンカ株式会社 | Liquid rapid-hardening agent and rapid-hardening cement concrete |
JP2021178751A (en) | 2020-05-13 | 2021-11-18 | デンカ株式会社 | Rapid-hardening additive agent, and spray material |
JP6989719B1 (en) | 2021-03-02 | 2022-01-05 | デンカ株式会社 | Two-form quick-setting admixture, spraying material and spraying method |
JP2022072727A (en) | 2020-10-30 | 2022-05-17 | デンカ株式会社 | Expandable accelerator, spray concrete composition, sprayed concrete, and spray construction method |
JP2022076297A (en) | 2020-11-09 | 2022-05-19 | デンカ株式会社 | Quick setting admixture, and spraying material |
JP7209878B1 (en) | 2022-01-12 | 2023-01-20 | デンカ株式会社 | liquid quick-setting agent, shotcrete |
-
2023
- 2023-01-19 JP JP2023006358A patent/JP7355953B1/en active Active
- 2023-09-21 JP JP2023154126A patent/JP2024102798A/en active Pending
-
2024
- 2024-01-16 WO PCT/JP2024/000921 patent/WO2024154722A1/en unknown
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002047048A (en) | 2000-05-25 | 2002-02-12 | Denki Kagaku Kogyo Kk | Liquid curing accelerator, rapid curing cement/concrete using the same and method of producing rapid curing cement/concrete |
JP2005060201A (en) | 2003-08-20 | 2005-03-10 | Denki Kagaku Kogyo Kk | Spray material and spraying method using the same |
JP2018030731A (en) | 2016-08-22 | 2018-03-01 | デンカ株式会社 | Liquid rapid hardening agent, spraying material, and spraying method using the same |
CN112608065A (en) | 2019-12-13 | 2021-04-06 | 科之杰新材料集团(贵州)有限公司 | Liquid alkali-free accelerator for sprayed concrete and preparation method thereof |
JP2021143090A (en) | 2020-03-12 | 2021-09-24 | デンカ株式会社 | Liquid rapid-hardening agent and rapid-hardening cement concrete |
JP2021178751A (en) | 2020-05-13 | 2021-11-18 | デンカ株式会社 | Rapid-hardening additive agent, and spray material |
JP2022072727A (en) | 2020-10-30 | 2022-05-17 | デンカ株式会社 | Expandable accelerator, spray concrete composition, sprayed concrete, and spray construction method |
JP2022076297A (en) | 2020-11-09 | 2022-05-19 | デンカ株式会社 | Quick setting admixture, and spraying material |
JP6989719B1 (en) | 2021-03-02 | 2022-01-05 | デンカ株式会社 | Two-form quick-setting admixture, spraying material and spraying method |
JP7209878B1 (en) | 2022-01-12 | 2023-01-20 | デンカ株式会社 | liquid quick-setting agent, shotcrete |
Also Published As
Publication number | Publication date |
---|---|
WO2024154722A1 (en) | 2024-07-25 |
JP2024102466A (en) | 2024-07-31 |
JP2024102798A (en) | 2024-07-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Özbay et al. | Utilization and efficiency of ground granulated blast furnace slag on concrete properties–A review | |
JP6258697B2 (en) | Fast-setting grout composition | |
US9656918B2 (en) | Hydraulic binder based on ground granulated blast furnace slag having improved setting improved curing | |
JP6732404B2 (en) | Fiber-reinforced cement composite material and manufacturing method thereof | |
Li et al. | Enhanced performances of cement and powder silane based waterproof mortar modified by nucleation CSH seed | |
JP2014221715A (en) | Admixture for hydraulic bonding agent with long processing time and high early strength | |
KR20140139546A (en) | Hydraulic composition with low clinker content | |
JP7034573B2 (en) | Fast-curing polymer cement composition and fast-curing polymer cement mortar | |
JPH10231165A (en) | Hydraulic composition having self-fluidity | |
JP7037879B2 (en) | Early-strength admixture for secondary products and early-strength concrete for secondary products | |
JP7085050B1 (en) | Cement admixture, hard mortar concrete material, hard mortar concrete composition, and hardened material | |
JP7355953B1 (en) | Liquid quick-setting agent, repair material, cured product | |
RU2678285C2 (en) | Binding material on basis of activated crushed granular domain slag, fitted for formation of concrete type material | |
JP7442373B2 (en) | Fast-setting cement composition | |
Liu et al. | Methods of improving the workability and mechanical properties of sulfoaluminate cement mortar | |
JP2006306647A (en) | Alumina cement composition and repairing method using the same | |
WO2017214108A1 (en) | Strength enhancing admixtures for hydraulic cements | |
RU2163578C1 (en) | Self-leveling building mixture | |
JP5041503B2 (en) | Quick set | |
JP7442372B2 (en) | Rapid hardening mortar composition | |
JP6985548B1 (en) | Repair mortar material, repair mortar composition and cured product | |
JP2003146725A (en) | Water-hardenable composition | |
JP7074527B2 (en) | Cement composite | |
JPH042640A (en) | Cement admixture and cement composition containing the same | |
WO2024204198A1 (en) | Hardening accelerator for hydraulic materials, cement composition, and hardened substance |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20230519 |
|
A871 | Explanation of circumstances concerning accelerated examination |
Free format text: JAPANESE INTERMEDIATE CODE: A871 Effective date: 20230519 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20230606 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20230822 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20230921 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 7355953 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |