JP6063159B2 - Paste composition - Google Patents
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- JP6063159B2 JP6063159B2 JP2012156844A JP2012156844A JP6063159B2 JP 6063159 B2 JP6063159 B2 JP 6063159B2 JP 2012156844 A JP2012156844 A JP 2012156844A JP 2012156844 A JP2012156844 A JP 2012156844A JP 6063159 B2 JP6063159 B2 JP 6063159B2
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- 239000000203 mixture Substances 0.000 title claims description 104
- 239000000843 powder Substances 0.000 claims description 56
- 239000004568 cement Substances 0.000 claims description 48
- 239000000835 fiber Substances 0.000 claims description 47
- 239000002245 particle Substances 0.000 claims description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 39
- 229910021487 silica fume Inorganic materials 0.000 claims description 30
- 239000000463 material Substances 0.000 claims description 28
- 239000003638 chemical reducing agent Substances 0.000 claims description 24
- 239000002893 slag Substances 0.000 claims description 12
- 239000002518 antifoaming agent Substances 0.000 claims description 10
- 235000019738 Limestone Nutrition 0.000 claims description 9
- 239000006028 limestone Substances 0.000 claims description 9
- 229910052751 metal Inorganic materials 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 7
- 239000004575 stone Substances 0.000 claims description 6
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims description 4
- 239000011575 calcium Substances 0.000 claims description 4
- 229910052791 calcium Inorganic materials 0.000 claims description 4
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 3
- 229920006231 aramid fiber Polymers 0.000 claims description 3
- 239000004917 carbon fiber Substances 0.000 claims description 3
- 239000011044 quartzite Substances 0.000 claims description 3
- 239000004760 aramid Substances 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 description 27
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 16
- 230000000052 comparative effect Effects 0.000 description 14
- 239000004567 concrete Substances 0.000 description 9
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 8
- 238000001723 curing Methods 0.000 description 7
- 229910052500 inorganic mineral Inorganic materials 0.000 description 6
- 239000011707 mineral Substances 0.000 description 6
- 235000010755 mineral Nutrition 0.000 description 6
- 238000002156 mixing Methods 0.000 description 6
- 238000010998 test method Methods 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 239000000377 silicon dioxide Substances 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000002253 acid Substances 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 4
- 235000012255 calcium oxide Nutrition 0.000 description 4
- 238000009826 distribution Methods 0.000 description 4
- 239000010440 gypsum Substances 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000000047 product Substances 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000013007 heat curing Methods 0.000 description 3
- 239000011372 high-strength concrete Substances 0.000 description 3
- 238000004898 kneading Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000010298 pulverizing process Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910004298 SiO 2 Inorganic materials 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- MCMNRKCIXSYSNV-UHFFFAOYSA-N Zirconium dioxide Chemical compound O=[Zr]=O MCMNRKCIXSYSNV-UHFFFAOYSA-N 0.000 description 2
- 239000010883 coal ash Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000013329 compounding Methods 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000005482 strain hardening Methods 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- 229910000863 Ferronickel Inorganic materials 0.000 description 1
- 229910000519 Ferrosilicon Inorganic materials 0.000 description 1
- AFCARXCZXQIEQB-UHFFFAOYSA-N N-[3-oxo-3-(2,4,6,7-tetrahydrotriazolo[4,5-c]pyridin-5-yl)propyl]-2-[[3-(trifluoromethoxy)phenyl]methylamino]pyrimidine-5-carboxamide Chemical compound O=C(CCNC(=O)C=1C=NC(=NC=1)NCC1=CC(=CC=C1)OC(F)(F)F)N1CC2=C(CC1)NN=N2 AFCARXCZXQIEQB-UHFFFAOYSA-N 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000006004 Quartz sand Substances 0.000 description 1
- 239000012670 alkaline solution Substances 0.000 description 1
- 125000000217 alkyl group Chemical group 0.000 description 1
- 229910000808 amorphous metal alloy Inorganic materials 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 238000001354 calcination Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000009614 chemical analysis method Methods 0.000 description 1
- 239000011362 coarse particle Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000002612 dispersion medium Substances 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000013022 formulation composition Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 229920005610 lignin Polymers 0.000 description 1
- PSZYNBSKGUBXEH-UHFFFAOYSA-N naphthalene-1-sulfonic acid Chemical compound C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 PSZYNBSKGUBXEH-UHFFFAOYSA-N 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229920001281 polyalkylene Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- -1 polytetrafluoroethylene Polymers 0.000 description 1
- 229920001343 polytetrafluoroethylene Polymers 0.000 description 1
- 239000004810 polytetrafluoroethylene Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000001507 sample dispersion Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000007573 shrinkage measurement Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- GCLGEJMYGQKIIW-UHFFFAOYSA-H sodium hexametaphosphate Chemical compound [Na]OP1(=O)OP(=O)(O[Na])OP(=O)(O[Na])OP(=O)(O[Na])OP(=O)(O[Na])OP(=O)(O[Na])O1 GCLGEJMYGQKIIW-UHFFFAOYSA-H 0.000 description 1
- 235000019982 sodium hexametaphosphate Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 238000007655 standard test method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- IIACRCGMVDHOTQ-UHFFFAOYSA-N sulfamic acid Chemical compound NS(O)(=O)=O IIACRCGMVDHOTQ-UHFFFAOYSA-N 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- 239000001577 tetrasodium phosphonato phosphate Substances 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
Images
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は、ペースト組成物及びモルタル組成物に関する。 The present invention relates to a paste composition and a mortar composition.
近年、構造部材の軽量化、鉄筋使用量の削減などの要求に伴い、150N/mm2以上の圧縮強度を発現し、しかも曲げ強度の高い超高強度コンクリートが提案されている。これらのコンクリートでは、セメント、ポゾラン質微粉末、骨材、高性能減水剤、金属繊維が使用され、熱養生によって超高強度化が図られている(特許文献1及び2参照)。また、引張応力下で擬似ひずみ硬化(初期ひびわれ発生後に引張応力が上昇する挙動)を示し、変形が増大してもひび割れ幅の抑制機能を有する、高じん性の繊維補強セメント複合材料が提案されている(特許文献3参照)。このセメント複合材料では、ポリビニルアルコール等の有機短繊維によって、高じん性化が図られている。 In recent years, ultra-high-strength concrete that exhibits a compressive strength of 150 N / mm 2 or more and high bending strength has been proposed in accordance with demands for reducing the weight of structural members and reducing the amount of reinforcing bars used. In these concretes, cement, pozzolanic fine powder, aggregate, high-performance water reducing agent, and metal fiber are used, and ultrahigh strength is achieved by heat curing (see Patent Documents 1 and 2). Also proposed is a highly tough fiber-reinforced cement composite that exhibits pseudo-strain hardening under tensile stress (a behavior in which tensile stress increases after initial cracking) and has a function of suppressing crack width even when deformation increases. (See Patent Document 3). In this cement composite material, high toughness is achieved by organic short fibers such as polyvinyl alcohol.
しかしながら、超高強度コンクリートを熱養生する場合は、工場で型枠を使用して製造するため、建設現場までの製品の運搬が必要である。また、コンクリート製品の形状や大きさは、使用する型枠や養生装置の形状により制約を受けるため、超高強度コンクリートの設計の自由度が制限される。一方、擬似ひずみ硬化特性を示す高じん性セメント系材料は、現場施工が可能であるが、圧縮及び引張強度は通常のコンクリートと同程度である。このため、熱養生が不要であり、現場施工が可能な、高じん性かつ高強度の材料が求められている。また、構造物の耐久性、長寿命化、高品質化などの観点から、コンクリートの収縮は小さいほうが望ましい。そのため、上記材料には、自己収縮によるひずみを低減することが求められている。 However, when heat-curing ultra-high-strength concrete, it is necessary to transport the product to the construction site because it is manufactured using a formwork at the factory. Moreover, since the shape and size of the concrete product are restricted by the formwork used and the shape of the curing device, the degree of freedom in designing ultra-high-strength concrete is limited. On the other hand, a highly tough cement-based material exhibiting pseudo-strain hardening characteristics can be applied on-site, but its compressive and tensile strength is comparable to that of ordinary concrete. For this reason, there is a need for a highly tough and high strength material that does not require heat curing and can be applied on site. In addition, it is desirable that the shrinkage of the concrete is small from the viewpoint of the durability, long life, and high quality of the structure. Therefore, the material is required to reduce strain due to self-shrinkage.
そこで本発明は、高じん性を有しつつ、常温養生のみで早期に高い圧縮強度を発現でき、かつ、自己収縮ひずみを低減できる、ペースト組成物及びモルタル組成物を提供することを目的とする。 Then, this invention aims at providing the paste composition and mortar composition which can express high compressive strength at an early stage only by normal temperature curing, and can reduce self-shrinkage strain, while having high toughness. .
本発明者らは、上記の課題を解決すべく鋭意検討した結果、特定の鉱物組成及び粒度分布を有するセメントと特定の粒度を有する無機質微粉末を、シリカフューム、水、減水剤、消泡剤、膨張材及び高張力繊維と組み合わせることにより、高じん性を有しつつ、熱養生しなくともペースト組成物及びモルタル組成物の強度を向上でき、かつ、自己収縮ひずみを低減できることを見出し、本発明を完成するに至った。 As a result of intensive studies to solve the above-mentioned problems, the inventors of the present invention obtained a cement having a specific mineral composition and particle size distribution and an inorganic fine powder having a specific particle size by combining silica fume, water, a water reducing agent, an antifoaming agent, It has been found that by combining with an expansion material and high-tensile fibers, the strength of the paste composition and the mortar composition can be improved without self-curing while having high toughness, and the self-shrinkage strain can be reduced. It came to complete.
すなわち本発明は、セメントと、シリカフュームと、水と、減水剤と、消泡剤と、膨張材と、無機質微粉末と、高張力繊維とを含み、セメントは、C3Sを40.0〜75.0質量%及びC3Aを2.7質量%未満含有し、かつ、45μmふるい残分が25.0質量%未満であり、無機質微粉末が、石灰石粉、珪石粉、砕石粉及びスラグ粉からなる群より選ばれる少なくとも1種の微粉末を含有し、無機質微粉末を混合したときに、その混合物は、粒径0.15mm以下の粒群を86〜100質量%、かつ、粒径0.075mm以下の粒群を70質量%以上含有する、ペースト組成物を提供する。このようなペースト組成物は、高じん性を有しつつ、常温養生のみで早期に高い圧縮強度を発現でき、かつ、自己収縮ひずみを低減できる。 That is, the present invention includes cement, silica fume, water, water reducing agent, antifoaming agent, expansion material, inorganic fine powder, and high-tensile fiber, and the cement contains C 3 S of 40.0 to 75.0% by mass and less than 2.7% by mass of C 3 A, and 45 μm sieve residue is less than 25.0% by mass, and the fine inorganic powder is limestone powder, quartzite powder, crushed stone powder and slag When at least one kind of fine powder selected from the group consisting of powder is contained, and the inorganic fine powder is mixed, the mixture contains 86 to 100% by mass of a particle group having a particle size of 0.15 mm or less, and a particle size A paste composition containing 70% by mass or more of a particle group of 0.075 mm or less is provided. Such a paste composition has high toughness, can express high compressive strength at an early stage only by normal temperature curing, and can reduce self-shrinkage strain.
無機質微粉末のブレーン比表面積が3000〜5000cm2/gであると、ペースト組成物の流動性を向上できる。また、本発明のペースト組成物は、セメント及びシリカフュームの合計量100質量部に対して、無機質微粉末を10〜60質量部含むことにより、組成物の流動性が更に向上し、施工性により優れたものとなる。 The fluidity | liquidity of a paste composition can be improved as the brane specific surface area of an inorganic fine powder is 3000-5000 cm < 2 > / g. In addition, the paste composition of the present invention contains 10 to 60 parts by mass of inorganic fine powder with respect to 100 parts by mass of the total amount of cement and silica fume, so that the fluidity of the composition is further improved and the workability is excellent. It will be.
シリカフュームの平均粒子径が0.05〜2.0μmであると、ペースト組成物の強度を更に向上できる。そして、本発明のペースト組成物は、セメント及びシリカフュームの合計量を基準として、シリカフュームを3〜30質量%含むことが好ましい。 The intensity | strength of a paste composition can further be improved as the average particle diameter of a silica fume is 0.05-2.0 micrometers. And it is preferable that the paste composition of this invention contains 3-30 mass% of silica fume on the basis of the total amount of a cement and a silica fume.
本発明のペースト組成物は、セメント及びシリカフュームの合計量100質量部に対して、水を10〜25質量部、減水剤を0.5〜6.0質量部含むことが好ましい。これにより、ペースト組成物の強度がより一層向上する。 The paste composition of the present invention preferably contains 10 to 25 parts by mass of water and 0.5 to 6.0 parts by mass of a water reducing agent with respect to 100 parts by mass of the total amount of cement and silica fume. Thereby, the intensity | strength of a paste composition improves further.
本発明のペースト組成物において、高張力繊維は、引張強度が100〜10000N/mm2、アスペクト比が40〜250であり、ペースト組成物に対する含有率が外割りで0.3〜5.0体積%であることによって、高いじん性と高い圧縮強度及び引張強度を得やすくなる。また、上記高張力繊維は、金属繊維、炭素繊維及びアラミド繊維からなる群より選ばれる1種以上の繊維であると、ペースト組成物の強度をより一層向上できる。 In the paste composition of the present invention, the high-tensile fiber has a tensile strength of 100 to 10000 N / mm 2 , an aspect ratio of 40 to 250, and an external content of 0.3 to 5.0 volume with respect to the paste composition. %, It becomes easy to obtain high toughness and high compressive strength and tensile strength. Moreover, the said high tension fiber can further improve the intensity | strength of a paste composition as it is 1 or more types of fibers chosen from the group which consists of a metal fiber, carbon fiber, and an aramid fiber.
膨張材の含有量は、5〜40kg/m3であれば、ペースト組成物の自己収縮ひずみを低減しやすくなる。 If content of an expansion | swelling material is 5-40 kg / m < 3 >, it will become easy to reduce the self contraction distortion of a paste composition.
また、本発明は、上述したペースト組成物と、細骨材とを含むモルタル組成物を提供する。このようなモルタル組成物も、高じん性を有しつつ、常温養生のみで早期に高い圧縮強度を発現でき、かつ、自己収縮ひずみを低減できる。 Moreover, this invention provides the mortar composition containing the paste composition mentioned above and a fine aggregate. Such a mortar composition also has high toughness, can exhibit high compressive strength at an early stage only by room temperature curing, and can reduce self-shrinkage strain.
本発明によれば、高じん性を有しつつ、常温養生のみで早期に高い圧縮強度を発現でき、かつ、自己収縮ひずみを低減できる、ペースト組成物及びモルタル組成物を提供することができる。 ADVANTAGE OF THE INVENTION According to this invention, it can provide the paste composition and mortar composition which can express high compressive strength at an early stage only by normal temperature curing, and can reduce a self-shrinkage strain, while having high toughness.
以下、本発明に係るペースト組成物及びモルタル組成物の好適な実施形態について説明するが、本発明は以下の実施形態に限定されるものではない。 Hereinafter, although suitable embodiment of the paste composition and mortar composition which concern on this invention is described, this invention is not limited to the following embodiment.
(ペースト組成物)
本実施形態のペースト組成物は、セメントと、シリカフュームと、水と、減水剤と、消泡剤と、膨張材と、無機質微粉末と、高張力繊維とを含むものである。
(Paste composition)
The paste composition of this embodiment contains cement, silica fume, water, a water reducing agent, an antifoaming agent, an expansion material, an inorganic fine powder, and high-tensile fiber.
セメントの鉱物組成は、C3S量が40.0〜75.0質量%であり、C3A量が2.7質量%未満である。セメントのC3S量は、好ましくは45.0〜73.0質量%、より好ましくは48.0〜70.0質量%であり、更に好ましくは50.0〜68.0質量%である。C3A量は好ましくは2.3質量%未満であり、より好ましくは2.1質量%未満であり、更に好ましくは1.9質量%未満である。C3S量が40.0質量%未満では圧縮強度が低くなる傾向があり、75.0質量%を超えるとセメントの焼成自体が困難となる傾向がある。また、C3A量が2.7質量%以上では流動性が悪くなる。なお、C3A量の下限値は特に限定されないが、0.1質量%程度である。 As for the mineral composition of the cement, the amount of C 3 S is 40.0 to 75.0% by mass, and the amount of C 3 A is less than 2.7% by mass. The amount of C 3 S in the cement is preferably 45.0 to 73.0% by mass, more preferably 48.0 to 70.0% by mass, and still more preferably 50.0 to 68.0% by mass. The amount of C 3 A is preferably less than 2.3% by mass, more preferably less than 2.1% by mass, and even more preferably less than 1.9% by mass. If the amount of C 3 S is less than 40.0% by mass, the compressive strength tends to be low, and if it exceeds 75.0% by mass, the cement itself tends to be difficult to fire. Further, when the amount of C 3 A is 2.7% by mass or more, the fluidity is deteriorated. In addition, the lower limit of the amount of C 3 A is not particularly limited, but is about 0.1% by mass.
また、セメントのC2S量は好ましくは9.5〜40.0質量%であり、より好ましくは10.0〜35.0質量%であり、更に好ましくは12.0〜30.0質量%である。C4AF量は好ましくは9.0〜18.0質量%、より好ましくは10.0〜15.0質量%であり、更に好ましくは11.0〜15.0質量%である。このようなセメントの鉱物組成の範囲であれば、ペースト組成物の高い圧縮強度及び高い流動性を確保しやすくなる。 The C 2 S amount of the cement is preferably 9.5 to 40.0% by mass, more preferably 10.0 to 35.0% by mass, and still more preferably 12.0 to 30.0% by mass. It is. The amount of C 4 AF is preferably 9.0 to 18.0% by mass, more preferably 10.0 to 15.0% by mass, and still more preferably 11.0 to 15.0% by mass. If it is the range of the mineral composition of such a cement, it will become easy to ensure the high compressive strength and high fluidity | liquidity of a paste composition.
また、セメントの粒度は、45μmふるい残分の上限は、25.0質量%未満であり、好ましくは20.0質量%であり、より好ましくは18.0質量%であり、更に好ましくは15.0質量%である。45μmふるい残分の下限は0.0質量%であり、好ましくは1.0質量%であり、より好ましくは2.0質量%であり、更に好ましくは3.0質量%である。セメントの粒度がこの範囲であれば、高い圧縮強度を確保でき、また、このセメントを使用して調製したスラリーは適度な粘性があるため、繊維を添加した場合には、十分な分散性が確保できる。 The upper limit of the 45 μm sieve residue of the cement particle size is less than 25.0% by mass, preferably 20.0% by mass, more preferably 18.0% by mass, and even more preferably 15. 0% by mass. The lower limit of the 45 μm sieve residue is 0.0% by mass, preferably 1.0% by mass, more preferably 2.0% by mass, and even more preferably 3.0% by mass. If the particle size of the cement is within this range, high compressive strength can be secured, and the slurry prepared using this cement has an appropriate viscosity, so that sufficient dispersibility is secured when fibers are added. it can.
セメントのブレーン比表面積は、好ましくは2500〜4800cm2/g、より好ましくは2800〜4000cm2/g、更に好ましくは3000〜3600cm2/gであり、特に好ましくは3200〜3500cm2/gである。セメントのブレーン比表面積が2500cm2/g未満ではペースト組成物の強度が低くなる傾向があり、4800cm2/gを超えると低水セメント比での流動性が低下する傾向にある。 The brane specific surface area of the cement is preferably 2500 to 4800 cm 2 / g, more preferably 2800 to 4000 cm 2 / g, still more preferably 3000 to 3600 cm 2 / g, and particularly preferably 3200 to 3500 cm 2 / g. When the brane specific surface area of the cement is less than 2500 cm 2 / g, the strength of the paste composition tends to be low, and when it exceeds 4800 cm 2 / g, the fluidity at a low water cement ratio tends to be lowered.
本実施形態に係るセメントの製造にあたっては、通常のセメントと特に異なる操作を行う必要はない。上記セメントは、石灰石、珪石、スラグ、石炭灰、建設発生土、高炉ダスト等の原料の調合を目標とする鉱物組成に応じて変え、実機キルンで焼成した後、得られたクリンカーに石膏を加えて所定の粒度に粉砕することによって製造することができる。焼成するキルンには、一般的なNSPキルンやSPキルン等を使用することができ、粉砕には一般的なボールミル等の粉砕機が使用可能である。また、必要に応じて、2種以上のセメントを混合することもできる。 In manufacturing the cement according to the present embodiment, it is not necessary to perform an operation different from that of normal cement. The cement is changed according to the target mineral composition such as limestone, silica, slag, coal ash, construction generated soil, blast furnace dust, etc., fired in the actual kiln, gypsum added to the obtained clinker And can be manufactured by pulverizing to a predetermined particle size. A general NSP kiln, SP kiln, or the like can be used for the kiln to be fired, and a general pulverizer such as a ball mill can be used for pulverization. Moreover, 2 or more types of cement can also be mixed as needed.
シリカフュームは、金属シリコン、フェロシリコン、電融ジルコニア等を製造する際に発生する排ガス中のダストを集塵して得られる副産物であり、主成分は、アルカリ溶液中で溶解する非晶質のSiO2である。シリカフュームの平均粒子径は、好ましくは0.05〜2.0μm、より好ましくは0.10〜1.5μm、更に好ましくは0.18〜0.28μm、特に好ましくは0.20〜0.28μmである。このようなシリカフュームを用いることで、ペースト組成物の高い圧縮強度及び高い流動性を確保しやすくなる。 Silica fume is a by-product obtained by collecting dust in the exhaust gas generated when producing metal silicon, ferrosilicon, fused zirconia, etc., and the main component is amorphous SiO dissolved in an alkaline solution. 2 . The average particle size of silica fume is preferably 0.05 to 2.0 μm, more preferably 0.10 to 1.5 μm, still more preferably 0.18 to 0.28 μm, and particularly preferably 0.20 to 0.28 μm. is there. By using such silica fume, it becomes easy to ensure high compressive strength and high fluidity of the paste composition.
本実施形態のペースト組成物において、セメント及びシリカフュームの合計量を基準として、シリカフュームを、好ましくは3〜30質量%、より好ましくは5〜20質量%、更に好ましくは10〜18質量%、特に好ましくは10〜15質量%含む。また、ペースト組成物1m3当たりのシリカフュームの単位量は、好ましくは36〜360kg/m3、より好ましくは61〜242kg/m3、更に好ましくは121〜218kg/m3である。 In the paste composition of the present embodiment, the silica fume is preferably 3 to 30% by mass, more preferably 5 to 20% by mass, still more preferably 10 to 18% by mass, particularly preferably based on the total amount of cement and silica fume. 10 to 15% by mass. The unit amount of silica fume per 1 m 3 of the paste composition is preferably 36 to 360 kg / m 3 , more preferably 61 to 242 kg / m 3 , and still more preferably 121 to 218 kg / m 3 .
減水剤としては、リグニン系、ナフタレンスルホン酸系、アミノスルホン酸系、ポリカルボン酸系の減水剤、高性能減水剤、高性能AE減水剤等を使用することができる。低水セメント比での流動性確保の観点から、減水剤として、ポリカルボン酸系の減水剤、高性能減水剤又は高性能AE減水剤を用いることが好ましく、ポリカルボン酸系の高性能減水剤を用いることがより好ましい。本実施形態に係るペースト組成物は、セメントとシリカフュームの合量100質量部に対して、減水剤を好ましくは0.5〜6.0質量部、より好ましくは1.0〜4.0質量部、更に好ましくは1.8〜3.0質量部、特に好ましくは2.0〜3.0質量部含む。また、ペースト組成物1m3当たりの減水剤の単位量は、好ましくは6〜83kg/m3、より好ましくは13〜55kg/m3、更に好ましくは18〜42kg/m3である。 As the water reducing agent, lignin-based, naphthalenesulfonic acid-based, aminosulfonic acid-based, polycarboxylic acid-based water reducing agents, high-performance water reducing agents, high-performance AE water reducing agents, and the like can be used. From the viewpoint of ensuring fluidity at a low water cement ratio, it is preferable to use a polycarboxylic acid-based water reducing agent, a high-performance water reducing agent or a high-performance AE water reducing agent as the water reducing agent, and a polycarboxylic acid-based high-performance water reducing agent. It is more preferable to use In the paste composition according to this embodiment, the water reducing agent is preferably 0.5 to 6.0 parts by mass, more preferably 1.0 to 4.0 parts by mass with respect to 100 parts by mass of the total amount of cement and silica fume. More preferably, it contains 1.8 to 3.0 parts by mass, particularly preferably 2.0 to 3.0 parts by mass. Moreover, the unit amount of the water reducing agent per 1 m 3 of the paste composition is preferably 6 to 83 kg / m 3 , more preferably 13 to 55 kg / m 3 , and still more preferably 18 to 42 kg / m 3 .
消泡剤としては、特殊非イオン配合型界面活性剤、ポリアルキレン誘導体、疎水性シリカ、ポリエーテル系等が挙げられる。この場合、セメントとシリカフュームの合量100質量部に対して、消泡剤を好ましくは0.01〜2.0質量部、より好ましくは0.02〜1.5質量部、更に好ましくは0.03〜1.0質量部含む。また、ペースト組成物1m3当たりの消泡剤の単位量は、好ましくは0.10〜28kg/m3、より好ましくは0.20〜21kg/m3、更に好ましくは0.40〜14kg/m3である。 Examples of antifoaming agents include special nonionic compounding surfactants, polyalkylene derivatives, hydrophobic silica, and polyethers. In this case, the antifoaming agent is preferably 0.01 to 2.0 parts by weight, more preferably 0.02 to 1.5 parts by weight, and still more preferably 0.000 parts by weight with respect to 100 parts by weight of the total amount of cement and silica fume. Including 03 to 1.0 parts by mass. The unit amount of the antifoaming agent per 1 m 3 of the paste composition is preferably 0.10 to 28 kg / m 3 , more preferably 0.20 to 21 kg / m 3 , and still more preferably 0.40 to 14 kg / m. 3 .
膨張材としては、金属粉、カルシウムサルフォアルミネート(CSA系)及びCaOを主成分とする石灰系などの膨張材を使用することができる。カルシウムサルフォアルミネート系膨張材としては、アウインを挙げることができ、特にエリントガイトを生成する膨張材が好ましい。石灰系膨張材としては、生石灰、生石灰―石膏混合系及び仮焼ドロマイト等を挙げることができ、中でも生石灰及び/又は生石灰―石膏混合系が好ましい。これらの膨張材は1種を単独で、又は2種以上を併用して使用することができる。 As the expansion material, metal powder, calcium sulfoaluminate (CSA type), and a lime type expansion material mainly composed of CaO can be used. An example of the calcium sulfoaluminate-based expansion material is Auin, and in particular, an expansion material that generates elintite is preferable. Examples of the lime-based expansion material include quick lime, quick lime-gypsum mixed system, and calcined dolomite, among which quick lime and / or quick lime-gypsum mixed system are preferable. These expanding materials can be used alone or in combination of two or more.
膨張材の含有量は、ペースト組成物1m3当たり、好ましくは5〜40kg、より好ましくは10〜35kg、更に好ましくは15〜35kg、特に好ましくは20〜35kgである。含有量が少ないと膨張性に寄与せず、含有量が多いと過剰膨張するため、好ましくない。 The content of the expansion material is preferably 5 to 40 kg, more preferably 10 to 35 kg, still more preferably 15 to 35 kg, and particularly preferably 20 to 35 kg per 1 m 3 of the paste composition. When the content is small, it does not contribute to the expansibility, and when the content is large, it is excessively expanded, which is not preferable.
無機質微粉末としては、石灰石粉、珪石粉、砕石粉、スラグ粉等の微粉末を使用することができる。無機質微粉末は、石灰石粉、珪石粉、砕石粉、スラグ粉等をブレーン比表面積が2500cm2/g以上となるまで粉砕又は分級した微粉末であり、ペースト組成物の流動性を改善することできる。無機質微粉末のブレーン比表面積は3000〜5000cm2/gであることが好ましく、3200〜4500cm2/gであることがより好ましく、3400〜4300cm2/gであることが更に好ましく、3600〜4300cm2/gであることが特に好ましい。 As the inorganic fine powder, fine powder such as limestone powder, quartzite powder, crushed stone powder, and slag powder can be used. The fine inorganic powder is a fine powder obtained by pulverizing or classifying limestone powder, silica powder, crushed stone powder, slag powder, etc. until the Blaine specific surface area is 2500 cm 2 / g or more, and can improve the fluidity of the paste composition. . Preferably Blaine specific surface area of the powder inorganic fine powder is 3000~5000cm 2 / g, more preferably 3200~4500cm 2 / g, more preferably in a 3400~4300cm 2 / g, 3600~4300cm 2 / G is particularly preferable.
本実施形態に係る無機質微粉末を混合したときに、その混合物は、粒径0.15mm以下の粒群を86〜100質量%、かつ、粒径0.075mm以下の粒群を70質量%以上含有する。粒径0.15mm以下の粒群は、好ましくは88〜100質量%、より好ましくは90〜100質量%、更に好ましくは92〜100質量%含まれる。粒径0.15mm以下の粒群が85質量%より少ないと、繊維が絡みやすく、均一に分散せず、硬化体が不均一になるおそれがある。また、粒径0.075mm以下の粒群は、好ましくは75質量%以上、より好ましくは80質量%以上、さらに好ましくは85質量%以上含まれる。粒径0.075mm以下の粒群が70質量%より少ないと、繊維が絡みやすくファイバーボールができやすくなる恐れがある。 When the inorganic fine powder according to the present embodiment is mixed, the mixture is composed of 86 to 100% by mass of a particle group having a particle size of 0.15 mm or less, and 70% by mass or more of a particle group having a particle size of 0.075 mm or less. contains. The particle group having a particle size of 0.15 mm or less is preferably contained in an amount of 88 to 100% by mass, more preferably 90 to 100% by mass, and still more preferably 92 to 100% by mass. If the particle group having a particle size of 0.15 mm or less is less than 85% by mass, the fibers are easily entangled, and are not uniformly dispersed, and the cured product may be non-uniform. Moreover, the particle group having a particle size of 0.075 mm or less is preferably contained by 75% by mass or more, more preferably 80% by mass or more, and further preferably 85% by mass or more. If the number of particles having a particle size of 0.075 mm or less is less than 70% by mass, fibers may be easily entangled and a fiber ball may be easily formed.
本実施形態に係る無機質微粉末は、セメント及びシリカフュームの合計量100質量部に対して、10〜60質量部含むことが好ましく、より好ましくは20〜60質量部、更に好ましくは30〜60質量部、特に好ましくは40〜60質量部である。セメント及びシリカフュームの合計量100質量部に対し、無機質微粉末が10質量部未満又は60質量部より多いと、流動性が悪くなる傾向にある。 The inorganic fine powder according to this embodiment preferably contains 10 to 60 parts by mass, more preferably 20 to 60 parts by mass, and still more preferably 30 to 60 parts by mass with respect to 100 parts by mass of the total amount of cement and silica fume. Especially preferably, it is 40-60 mass parts. When the amount of inorganic fine powder is less than 10 parts by mass or more than 60 parts by mass with respect to 100 parts by mass of the total amount of cement and silica fume, the fluidity tends to deteriorate.
高張力繊維としては、金属繊維、炭素繊維、アラミド繊維等が挙げられる。金属繊維として、鋼繊維、ステンレス繊維、アモルファス合金繊維等を使用することができる。高張力繊維の繊維径は0.05〜1.20mmが好ましく、0.08〜0.70mmがより好ましく、0.10〜0.35mmが更に好ましく、0.12〜0.20mmが特に好ましい。高張力繊維の繊維長は3〜60mmが好ましく、5〜35mmがより好ましく、7〜20mmが更に好ましく、9〜15mmが特に好ましい。高張力繊維のアスペクト比(繊維長/繊維径)は40〜250が好ましく、50〜200がより好ましく、60〜170が更に好ましく、70〜140が特に好ましい。高張力繊維の引張強度は100〜10000N/mm2が好ましく、500〜5000N/mm2より好ましく、2000〜3000N/mm2が更に好ましく、1500〜2500N/mm2が特に好ましい。高張力繊維の密度は、1〜20g/cm3が好ましく、3〜15g/cm3がより好ましく、5〜10g/cm3が更に好ましい。このような高張力繊維を用いることで、ペースト組成物に高いじん性、高い圧縮強度、高い引張強度及び高い流動性を付与しやすくなる。 Examples of the high-tensile fiber include metal fiber, carbon fiber, and aramid fiber. As the metal fiber, steel fiber, stainless steel fiber, amorphous alloy fiber, or the like can be used. The fiber diameter of the high-tensile fiber is preferably 0.05 to 1.20 mm, more preferably 0.08 to 0.70 mm, still more preferably 0.10 to 0.35 mm, and particularly preferably 0.12 to 0.20 mm. The fiber length of the high-tensile fiber is preferably 3 to 60 mm, more preferably 5 to 35 mm, still more preferably 7 to 20 mm, and particularly preferably 9 to 15 mm. The aspect ratio (fiber length / fiber diameter) of the high-tensile fiber is preferably 40 to 250, more preferably 50 to 200, still more preferably 60 to 170, and particularly preferably 70 to 140. The tensile strength of the high strength fiber is preferably 100~10000N / mm 2, preferably from 500~5000N / mm 2, more preferably 2000~3000N / mm 2, 1500~2500N / mm 2 is particularly preferred. The density of high-tensile fibers, preferably from 1 to 20 g / cm 3, more preferably 3 to 15 g / cm 3, more preferably 5 to 10 g / cm 3. By using such a high tension fiber, it becomes easy to impart high toughness, high compressive strength, high tensile strength and high fluidity to the paste composition.
本実施形態に係るペースト組成物は、ペースト組成物に対して外割りで(すなわち、ペースト組成物における、高張力繊維を除いた組成物100体積%に対して)高張力繊維を好ましくは0.3〜5.0体積%、より好ましくは0.5〜4.0体積%、更に好ましくは1.0〜2.5体積%、特に好ましくは1.5〜2.5体積%含むことによって、高いじん性が得られやすくなる。なお、5.0体積%を超えるとペースト組成物の練混ぜが困難になる場合がある。また、ペースト組成物1m3に対する高張力繊維の配合量は、好ましくは23〜393kg、より好ましくは39〜314kg、更に好ましくは79〜196kgである。 The paste composition according to the present embodiment preferably has a high-strength fiber of 0.00% on an external basis with respect to the paste composition (that is, with respect to 100% by volume of the composition excluding the high-tensile fiber in the paste composition). By containing 3 to 5.0% by volume, more preferably 0.5 to 4.0% by volume, still more preferably 1.0 to 2.5% by volume, particularly preferably 1.5 to 2.5% by volume, High toughness is easily obtained. In addition, when it exceeds 5.0 volume%, kneading | mixing of a paste composition may become difficult. The amount of high-tensile fibers of the paste composition 1 m 3 is preferably 23~393Kg, more preferably 39~314Kg, more preferably 79~196Kg.
また、本実施形態に係るペースト組成物は、セメントとシリカフュームの合量100質量部に対して、水を好ましくは10〜25質量部、より好ましくは12〜20質量部、更に好ましくは13〜18質量部、特に好ましくは15〜18質量部含む。ペースト組成物1m3当たりの単位水量は、好ましくは137〜344kg/m3、より好ましくは165〜275kg/m3、更に好ましくは178〜248kg/m3である。 Moreover, the paste composition according to the present embodiment is preferably 10 to 25 parts by mass, more preferably 12 to 20 parts by mass, and still more preferably 13 to 18 parts by mass of water with respect to 100 parts by mass of the total amount of cement and silica fume. Part by mass, particularly preferably 15 to 18 parts by mass is included. The unit water amount per 1 m 3 of the paste composition is preferably 137 to 344 kg / m 3 , more preferably 165 to 275 kg / m 3 , and still more preferably 178 to 248 kg / m 3 .
本実施形態に係るペースト組成物には、必要に応じて、収縮低減剤、凝結促進剤、凝結遅延剤、増粘剤、ガラス繊維、合成樹脂粉末、ポリマーエマルジョン、ポリマーディスパージョン等を1種以上添加してもよい。 The paste composition according to this embodiment includes one or more shrinkage reducing agents, setting accelerators, setting retarders, thickeners, glass fibers, synthetic resin powders, polymer emulsions, polymer dispersions, and the like as necessary. It may be added.
(モルタル組成物)
本実施形態のモルタル組成物は、上述した本実施形態のペースト組成物と細骨材を含むものである。
(Mortar composition)
The mortar composition of the present embodiment includes the paste composition of the present embodiment and the fine aggregate described above.
細骨材としては、特に制限されないが、川砂、陸砂、海砂、砕砂、珪砂、石灰石骨材、高炉スラグ細骨材、フェロニッケルスラグ細骨材、銅スラグ細骨材、電気炉酸化スラグ細骨材等を使用することができる。なお、細骨材の粒度は、10mmふるいを全部通り、5mmふるいを85質量%以上通過するものが好ましい。 The fine aggregate is not particularly limited, but river sand, land sand, sea sand, crushed sand, quartz sand, limestone aggregate, blast furnace slag fine aggregate, ferronickel slag fine aggregate, copper slag fine aggregate, electric furnace oxidation slag Fine aggregates can be used. The fine aggregate preferably has a particle size of passing through a 10 mm sieve and passing through a 5 mm sieve by 85% by mass or more.
細骨材と無機質微粉末の混合物は、粒径0.15mm以下の粒群を40〜80質量%、好ましくは45〜80質量%含み、より好ましくは50〜75質量%含む。また、上記混合物は、粒径0.075mm以下の粒群を30〜80質量%、好ましくは35〜70質量%含み、より好ましくは40〜65質量%含む。無機質微粉末の含有量が30質量%以下では、スラリーの粘性が低すぎるため高張力繊維が十分に分散しない恐れがある。 The mixture of fine aggregate and inorganic fine powder contains 40 to 80% by mass, preferably 45 to 80% by mass, and more preferably 50 to 75% by mass of a particle group having a particle size of 0.15 mm or less. Moreover, the said mixture contains 30-80 mass% of particle groups with a particle size of 0.075 mm or less, Preferably it contains 35-70 mass%, More preferably, it contains 40-65 mass%. When the content of the inorganic fine powder is 30% by mass or less, since the viscosity of the slurry is too low, the high tension fiber may not be sufficiently dispersed.
細骨材と無機質微粉末の混合物は、セメント及びシリカフュームの合計量100質量部に対して、細骨材を10〜60質量部、無機質微粉末を10〜60質量部含むことが好ましく、細骨材を15〜30質量部、無機質微粉末を15〜30質量部含むことがより好ましく、細骨材を20〜30質量部、無機質微粉末を20〜30質量部含むことが更に好ましい。また、モルタル組成物1m3当たりの細骨材及び無機質微粉末の混合物の単位量は、好ましくは140〜980kg/m3、より好ましくは300〜900kg/m3、更に好ましくは600〜900kg/m3である。 The mixture of fine aggregate and inorganic fine powder preferably contains 10 to 60 parts by mass of fine aggregate and 10 to 60 parts by mass of inorganic fine powder with respect to 100 parts by mass of the total amount of cement and silica fume. More preferably, the material contains 15-30 parts by mass, the inorganic fine powder 15-30 parts by mass, the fine aggregate 20-30 parts by mass, and the inorganic fine powder 20-30 parts by mass. The unit amount of the mixture of fine aggregate and inorganic fine powder per 1 m 3 of the mortar composition is preferably 140 to 980 kg / m 3 , more preferably 300 to 900 kg / m 3 , still more preferably 600 to 900 kg / m. 3 .
さらに、上記実施形態に係るモルタル組成物に、粗骨材を適量組み合わせることにより、コンクリートを調製してもよい。粗骨材の量や、水の量は、目標圧縮強度、じん性、目標スランプに応じて適時変えればよい。粗骨材としては、砂利、砕石、石灰石骨材、高炉スラグ粗骨材、電気炉酸化スラグ粗骨材等を使用することができる。また、5mmの篩いに85質量%以上留まる粗骨材がより好ましい。 Furthermore, concrete may be prepared by combining an appropriate amount of coarse aggregate with the mortar composition according to the above embodiment. The amount of coarse aggregate and the amount of water may be changed as appropriate according to the target compressive strength, toughness, and target slump. As the coarse aggregate, gravel, crushed stone, limestone aggregate, blast furnace slag coarse aggregate, electric furnace oxidized slag coarse aggregate and the like can be used. Moreover, the coarse aggregate which stays 85 mass% or more on a 5 mm sieve is more preferable.
本実施形態に係るペースト組成物又はモルタル組成物の製造方法は、特に限定されないが、水、減水剤及び高張力繊維(有機繊維を配合する場合は有機繊維も)以外の材料の一部又は全部を予め混合しておき、次に、水、減水剤を添加してミキサに入れて練り混ぜることによって製造することが好ましい。また、繊維材料は、ペースト組成物またはモルタル組成物を製造した後にミキサに添加し、更に練り混ぜることが好ましい。モルタル組成物の練混ぜに使用するミキサは特に限定されず、モルタル用ミキサ、二軸強制練りミキサ、パン型ミキサ、グラウトミキサ等を使用することができる。 Although the manufacturing method of the paste composition or mortar composition which concerns on this embodiment is not specifically limited, A part or all of materials other than water, a water reducing agent, and a high tension fiber (When an organic fiber is mix | blended also an organic fiber) It is preferable to prepare by mixing in advance and then adding water and a water reducing agent, mixing in a mixer. The fiber material is preferably added to the mixer after the paste composition or mortar composition is produced, and further kneaded. The mixer used for kneading the mortar composition is not particularly limited, and a mortar mixer, a biaxial forced kneading mixer, a pan-type mixer, a grout mixer, and the like can be used.
上記実施形態におけるペースト組成物又はモルタル組成物は、高強度が求められるPC梁、高耐久性パネル、ブロック耐震壁などに有効である。また、高張力繊維を添加することによって、橋梁等の鉄筋量を減らすことが可能となる。さらに、橋梁の補修・補強等にも有効である。 The paste composition or mortar composition in the above embodiment is effective for PC beams, high durability panels, block earthquake resistant walls and the like that require high strength. Moreover, it becomes possible to reduce the amount of reinforcing bars, such as a bridge, by adding a high tension fiber. It is also effective for repairing and reinforcing bridges.
以上、本実施形態のペースト組成物及びモルタル組成物によれば、高じん性を有しつつ、常温養生のみで早期に高い圧縮強度を発現でき、かつ、自己収縮ひずみを低減できる。 As mentioned above, according to the paste composition and mortar composition of this embodiment, while having high toughness, high compressive strength can be expressed at an early stage only by normal temperature curing, and self-shrinkage strain can be reduced.
以下、実施例、参考例及び比較例を挙げて本発明の内容をより具体的に説明する。なお、本発明は下記実施例に限定されるものではない。 Hereinafter, the contents of the present invention will be described more specifically with reference to Examples , Reference Examples and Comparative Examples. In addition, this invention is not limited to the following Example.
[使用材料の準備]
実施例、参考例及び比較例のペースト組成物又はモルタル組成物を作製するために、以下に示す材料を準備した。
[Preparation of materials used]
In order to prepare paste compositions or mortar compositions of Examples , Reference Examples and Comparative Examples, the following materials were prepared.
(1)セメント(C):
石灰石、珪石、スラグ、石炭灰、建設発生土、銅ガラミ等の原料を調合し、キルンで焼成した後、石膏を加えて粉砕することにより、ポルトランドセメントを調製した。得られたセメントの化学成分を、JIS R 5202‐2010「セメントの化学分析方法」に従って測定し、鉱物組成を下記のボーグ式により算出した。得られたセメントの鉱物組成を表1に示す。
C3S量=(4.07×CaO)−(7.60×SiO2)−(6.72×Al2O3)−(1.43×Fe2O3)−(2.85×SO3)
C2S量=(2.87×SiO2)−(0.754×C3S)
C3A量=(2.65×Al2O3)−(1.69×Fe2O3)
C4AF量=3.04×Fe2O3
(1) Cement (C):
Portland cement was prepared by blending raw materials such as limestone, silica stone, slag, coal ash, construction generated soil, copper gravel, etc., calcining with kiln, adding gypsum and grinding. The chemical components of the obtained cement were measured according to JIS R 5202-2010 “Cement chemical analysis method”, and the mineral composition was calculated by the following Borg equation. The mineral composition of the obtained cement is shown in Table 1.
C 3 S amount = (4.07 × CaO) − (7.60 × SiO 2 ) − (6.72 × Al 2 O 3 ) − (1.43 × Fe 2 O 3 ) − (2.85 × SO 3 )
C 2 S amount = (2.87 × SiO 2 ) − (0.754 × C 3 S)
C 3 A amount = (2.65 × Al 2 O 3 ) − (1.69 × Fe 2 O 3 )
C 4 AF amount = 3.04 × Fe 2 O 3
また、得られたセメントの45μmふるい残分を、セメント協会標準試験方法 JCAS K−02「45μm網ふるいによるセメントの粉末度試験方法」に準じて測定した。また、ブレーン比表面積をJIS R 5201−1997「セメントの物理試験方法」に準じて測定した。結果を表1に示す。 Moreover, the 45-micrometer sieve residue of the obtained cement was measured according to Cement Association standard test method JCAS K-02 "The test method of the fineness of the cement by a 45-micrometer mesh sieve". Further, the specific surface area of the brane was measured according to JIS R 5201-1997 “Physical Test Method for Cement”. The results are shown in Table 1.
(2)シリカフューム(SF):平均粒子径0.24μm
シリカフュームの平均粒子径は、レーザー回折/散乱式粒子径分布測定装置(堀場製作所製、商品名「LA−950V2」)を用いて測定した粒子径分布より、粒子径−通過分積算%曲線を算出し、粒子径−通過分積算%曲線より通過分積算が50体積%となる粒子径を求めた。試料分散媒は0.2%ヘキサメタリン酸ナトリウム水溶液を用い、測定前に出力600Wのホモジナイザーにて10分間分散処理した。粒度分布の演算はMie散乱理論に従った。粒子屈折率は1.45−0.00i、溶媒屈折率は1.333とした。各粒度の通過分積算(体積%)を表2に示す。
(2) Silica fume (SF): average particle size 0.24 μm
The average particle size of silica fume is calculated from a particle size distribution measured using a laser diffraction / scattering particle size distribution measuring device (trade name “LA-950V2” manufactured by Horiba, Ltd.), and a particle size-passage integrated% curve is calculated. Then, the particle diameter at which the accumulated amount of the passage was 50% by volume was determined from the particle diameter-accumulated amount of passage% curve. A 0.2% sodium hexametaphosphate aqueous solution was used as a sample dispersion medium, and the sample was dispersed for 10 minutes with a homogenizer with an output of 600 W before measurement. The calculation of the particle size distribution followed Mie scattering theory. The particle refractive index was 1.45-0.00i, and the solvent refractive index was 1.333. Table 2 shows the accumulated amount (volume%) of each particle size.
(3)無機質微粉末
(A)珪石粉:密度2.62g/cm3、ブレーン比表面積3820cm2/g
(B)石灰石微粉末:密度2.71g/cm3、ブレーン比表面積4280cm2/g
(3) Inorganic fine powder (A) Silica powder: density 2.62 g / cm 3 , Blaine specific surface area 3820 cm 2 / g
(B) Limestone fine powder: density 2.71 g / cm 3 , Blaine specific surface area 4280 cm 2 / g
(4)細骨材
砕砂:密度2.62g/cm3、粗粒率2.80
(4) Fine aggregate Crushed sand: density 2.62 g / cm 3 , coarse particle ratio 2.80
上記無機質微粉末及び細骨材の粒度を、JIS A 1102−2006「骨材のふるい分け試験方法」を参考として測定した。次いで、無機質微粉末、又は無機質微粉末と細骨材を混合して所定の粒度になるように調整した。結果を表3に示す。 The particle sizes of the inorganic fine powder and the fine aggregate were measured with reference to JIS A 1102-2006 “Aggregate Screening Test Method”. Subsequently, the inorganic fine powder, or the inorganic fine powder and the fine aggregate were mixed to adjust to a predetermined particle size. The results are shown in Table 3.
(5)減水剤:ポリカルボン酸系高性能減水剤(固形分濃度25質量%)
(6)消泡剤:特殊非イオン配合型界面活性剤
消泡剤中のPOP、POE及びアルキル鎖の構造単位のモル比を表4に示す。
(5) Water reducing agent: polycarboxylic acid-based high-performance water reducing agent (solid content concentration 25% by mass)
(6) Antifoaming agent: special nonionic compounding type surfactant Table 4 shows the molar ratio of the structural units of POP, POE and alkyl chain in the antifoaming agent.
(7)膨張材:市販3銘柄(A、B、C)を使用した。なお、銘柄AはN−EX(商品名;太平洋マテリアル社製、石灰系膨張材)、銘柄Bはハイパーエクスパン(商品名;太平洋マテリアル社製、石灰系膨張材)、銘柄CはパワーCSA(商品名;電気化学工業社製、カルシウムサルフォアルミネート系膨張材)である。 (7) Expansion material: Three commercially available brands (A, B, C) were used. Brand A is N-EX (trade name; manufactured by Taiheiyo Materials Co., Ltd., lime-based expansion material), Brand B is Hyper Expand (trade name; Taiheiyo Materials Co., Ltd., lime-based expansion material), and Brand C is Power CSA ( Product name; manufactured by Denki Kagaku Kogyo Co., Ltd., calcium sulfoaluminate-based expansion material).
(8)高張力繊維:鋼繊維(東京製綱社製、商品名「CW9416」)、密度:7.87g/cm3、繊維径0.16mm、繊維長13mm、アスペクト比81.25、引張強度2200N/mm2
(9)練混ぜ水(W):上水道水
(8) High tensile fiber: Steel fiber (trade name “CW9416”, manufactured by Tokyo Tsuna Co., Ltd.), density: 7.87 g / cm 3 , fiber diameter 0.16 mm, fiber length 13 mm, aspect ratio 81.25, tensile strength 2200 N / mm 2
(9) Mixing water (W): Tap water
[ペースト組成物又はモルタル組成物の作製]
ペースト組成物又はモルタル組成物の作製を、表5の配合組成に基づき、以下の通りに行った。
[Preparation of paste composition or mortar composition]
Preparation of the paste composition or the mortar composition was performed as follows based on the formulation composition of Table 5.
セメント、膨張材、シリカフューム、消泡剤、無機質微粉末および細骨材をコンクリート用二軸ミキサに加え、30秒間撹拌した。次に、減水剤を含む練混ぜ水をミキサ内に投入して10分間撹拌し、さらに、鋼繊維を投入して3分間撹拌し、実施例3及び6、参考例1、2、4及び5、比較例1〜2のペースト組成物、並びに、実施例9、参考例7、8及び比較例3のモルタル組成物を作製した。 Cement, expansion material, silica fume, antifoaming agent, fine inorganic powder and fine aggregate were added to the concrete biaxial mixer and stirred for 30 seconds. Next, mixing water containing a water reducing agent was put into the mixer and stirred for 10 minutes, and further, steel fibers were added and stirred for 3 minutes. Examples 3 and 6, Reference Examples 1, 2, 4, and 5 the paste composition of Comparative example 1-2, and was prepared in example 9, mortar compositions of reference examples 7, 8 and Comparative example 3.
[ペースト組成物又はモルタル組成物の評価]
(1)フレッシュ性状
(試験方法)
実施例3及び6、参考例1、2、4及び5、比較例1〜2のペースト組成物、並びに、実施例9、参考例7、8及び比較例3のモルタル組成物を用いて、スランプフローを測定した。スランプフローは、JIS A 1150−2007「コンクリートのスランプフロー試験方法」に準じ、測定した。
[Evaluation of Paste Composition or Mortar Composition]
(1) Fresh properties (test method)
Using the paste compositions of Examples 3 and 6, Reference Examples 1, 2, 4 and 5, Comparative Examples 1 and 2, and the mortar compositions of Examples 9, Reference Examples 7, 8 and Comparative Example 3, The flow was measured. The slump flow was measured according to JIS A 1150-2007 “Concrete slump flow test method”.
(2)強度試験
実施例3及び6、参考例1、2、4及び5、比較例1〜2のペースト組成物、並びに、実施例9、参考例7、8及び比較例3のモルタル組成物を用いて、JIS A 1132−2006「コンクリートの強度試験用供試体の作り方」に準じて5cm×10cmの円柱供試体を作製し、JIS A 1108−2006「コンクリートの圧縮強度試験方法」に準じて圧縮強度試験を行った。供試体は試験材齢まで20℃で水中養生した。
(2) Strength Test Examples 3 and 6, Reference Examples 1, 2, 4 and 5, Paste compositions of Comparative Examples 1 and 2, and Mortar compositions of Example 9, Reference Examples 7, 8 and Comparative Example 3 A 5 cm × 10 cm cylindrical specimen is prepared according to JIS A 1132-2006 “How to make a specimen for concrete strength test”, and according to JIS A 1108-2006 “Concrete compressive strength test method”. A compressive strength test was performed. The specimen was cured in water at 20 ° C. until the test material age.
(3)自己収縮
実施例3及び6、参考例1、2、4及び5、比較例1〜2のペースト組成物、並びに、実施例9、参考例7、8及び比較例3のモルタル組成物を、埋込型ゲージ(東京測器研究所製)を中心に配した10×10×40cm型枠(鋼製)に打設し、自己収縮ひずみを計測した。なお、型枠面内側にはスチレンボードとポリテトラフルオロエチレンシートを配し、ペーストまたはモルタルが拘束を受けない状態で測定を行い、測定終了までは封緘状態を保った。
(3) Self-shrinking Examples 3 and 6, Reference Examples 1, 2, 4, and 5, paste compositions of Comparative Examples 1 and 2, and Mortar compositions of Example 9, Reference Examples 7, 8 and Comparative Example 3 Was placed in a 10 × 10 × 40 cm mold (made of steel) centered on an embedded gauge (manufactured by Tokyo Sokki Kenkyujo Co., Ltd.), and self-shrinkage strain was measured. In addition, a styrene board and a polytetrafluoroethylene sheet were arranged on the inner side of the mold surface, and measurement was performed in a state where the paste or mortar was not restrained, and the sealed state was maintained until the measurement was completed.
(評価結果)
表6に、スランプフロー試験、圧縮強度試験及び自己収縮測定の結果を示す。また、実施例3及び6、参考例1、2、4及び5、比較例1〜2のペースト組成物、並びに、実施例9、参考例7、8及び比較例3のモルタル組成物の材齢182日後における自己収縮ひずみを図1に示す。
(Evaluation results)
Table 6 shows the results of the slump flow test, the compressive strength test, and the self-shrinkage measurement. Moreover, the age of the paste compositions of Examples 3 and 6, Reference Examples 1, 2, 4 and 5, Comparative Examples 1 and 2, and the mortar compositions of Example 9, Reference Examples 7, 8 and Comparative Example 3 The self-shrinkage strain after 182 days is shown in FIG.
表6に示すとおり、実施例3、6及び9、並びに参考例1、2、4、5、7及び8では、スランプフロー及び圧縮強度が良好であり、自己収縮ひずみも小さくなった。 As shown in Table 6, in Examples 3, 6 and 9, and Reference Examples 1, 2, 4, 5, 7 and 8 , the slump flow and compressive strength were good, and the self-shrinkage strain was also small.
これに対し、比較例1〜3では、自己収縮ひずみが大きくなった。 On the other hand, in Comparative Examples 1 to 3, the self-shrinkage strain was increased.
Claims (7)
前記セメントは、C 3 Sを40.0〜75.0質量%及びC 3 Aを2.7質量%未満含有し、かつ、45μmふるい残分が25.0質量%未満であり、
前記膨張材が、カルシウムサルフォアルミネート系膨張材を含有し、
前記無機質微粉末が、石灰石粉、珪石粉、砕石粉及びスラグ粉からなる群より選ばれる少なくとも1種の微粉末を含有し、
前記無機質微粉末のブレーン比表面積が3000〜5000cm 2 /gであり、
前記無機質微粉末は、粒径0.15mm以下の粒群を86〜100質量%、かつ、粒径0.075mm以下の粒群を70質量%以上含有し、
前記セメント及び前記シリカフュームの合計量100質量部に対して、前記水を10〜20質量部、前記減水剤を1.8〜3.0質量部含む、ペースト組成物。 A paste composition comprising cement, silica fume, water, a water reducing agent, an antifoaming agent, an expansion material, an inorganic fine powder, and a high-tensile fiber,
The cement contains 40.0-75.0% by mass of C 3 S and less than 2.7% by mass of C 3 A, and a 45 μm sieve residue is less than 25.0% by mass,
The expansion material contains a calcium sulfoaluminate-based expansion material,
The inorganic fine powder contains at least one fine powder selected from the group consisting of limestone powder, quartzite powder, crushed stone powder, and slag powder;
The inorganic fine powder has a Blaine specific surface area of 3000 to 5000 cm 2 / g,
The inorganic fine powder contains a particle group having a particle size of 0.15 mm or less in an amount of 86 to 100% by mass and a particle group having a particle size of 0.075 mm or less in an amount of 70% by mass or more.
Wherein the total amount of 100 parts by weight of cement and the silica fume, 10-20 parts by weight of the water, including the water reducing agent 1.8-3.0 parts by weight, paste composition.
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JP2005067945A (en) * | 2003-08-22 | 2005-03-17 | Ps Mitsubishi Construction Co Ltd | Super-high strength high toughness mortar |
JP4834574B2 (en) * | 2007-03-06 | 2011-12-14 | 宇部興産株式会社 | Cement composition for high fluidity concrete and high fluidity concrete composition |
JP5336300B2 (en) * | 2009-08-21 | 2013-11-06 | 株式会社大林組 | High toughness and high strength mortar composition |
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