JP5026928B2 - Quick set and spray material - Google Patents
Quick set and spray material Download PDFInfo
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- JP5026928B2 JP5026928B2 JP2007288481A JP2007288481A JP5026928B2 JP 5026928 B2 JP5026928 B2 JP 5026928B2 JP 2007288481 A JP2007288481 A JP 2007288481A JP 2007288481 A JP2007288481 A JP 2007288481A JP 5026928 B2 JP5026928 B2 JP 5026928B2
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- 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
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- 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
- C04B28/14—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 calcium sulfate cements
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- 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
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
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- 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
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Lining And Supports For Tunnels (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は、トンネル、地下空間、法面等の建設工事に適する吹付け工法に用いる急結剤および吹付材料に関し、特に、初期強度が高い吹付材料が得られる急結剤および初期強度が高い吹付材料に関する。 The present invention relates to a quick setting agent and a spraying material used in a spraying method suitable for construction work such as tunnels, underground spaces, and slopes, and in particular, a quick setting agent and a high initial strength spraying that can obtain a spraying material having a high initial strength. Regarding materials.
トンネル、地下空間、法面等の建設工事において、吹付けコンクリート等の吹付材料を用いた吹付け工法が用いられている。一般の吹付け工法は、ベースコンクリート等のセメント混練物と急結剤を別々の輸送管を通して別経路で圧送し、圧送途中で合流混合した後に吹付けノズルの筒先より地山等に吹き付けることにより行なわれている。
近年、吹付材料には、施工サイクルを短縮させることによる経済性や作業効率性を向上させるため、さらに吹付け厚さを厚くしなくとも安全性を向上させるために、高い初期強度が得られるものが求められている。その例として、セメントとセッコウとを主成分とするセメントモルタルと、カルシウムアルミネート類を主成分とする急結剤とを含有してなる吹付材料が知られている(例えば特許文献1参照)。
しかしながら、従来のものよりもさらに高い初期強度を有する吹付け材料が求められている。
In recent years, spray materials have high initial strength in order to improve economic efficiency and work efficiency by shortening the construction cycle, and to improve safety without increasing the spray thickness. Is required. As an example, a spray material containing a cement mortar mainly composed of cement and gypsum and a quick setting agent mainly composed of calcium aluminates is known (for example, see Patent Document 1).
However, there is a need for a spray material that has a higher initial strength than conventional ones.
本発明は、高い初期強度が得られる急結剤及びこれを含み高い初期強度が得られる吹付材料を提供することを目的とする。 An object of this invention is to provide the quick setting agent from which high initial intensity | strength is obtained, and the spraying material which can obtain high initial intensity | strength including this.
本発明者等は、前記課題解決のため鋭意検討した結果、急結剤に特定のカルシウムアルミネート類を含有させることで高い初期強度が得られることを見出し、本発明を完成させた。
即ち、本発明は、非晶質カルシウムアルミネート類及び結晶質カルシウムアルミネート類を含有することを特徴とする急結剤である。
また本発明は、水とセメントと石こうとを含有するセメント混練物に、上記急結剤を添加してなる吹付材料である。
As a result of intensive studies for solving the above problems, the present inventors have found that a high initial strength can be obtained by incorporating specific calcium aluminates into the quick setting agent, and have completed the present invention.
That is, the present invention is a quick setting agent characterized by containing amorphous calcium aluminates and crystalline calcium aluminates.
Moreover, this invention is a spraying material formed by adding the said quick setting agent to the cement kneaded material containing water, cement, and gypsum.
本発明によれば、高い初期強度を有する吹付材料が得られる。地山等に本発明吹付材料を吹付けた場合、施工サイクルを短縮させることができ且つ安全性が高い吹付材料が得られる。また、施工サイクルを短くできるので、施工コストも抑制することも可能である。 According to the present invention, a spray material having a high initial strength can be obtained. When the spray material of the present invention is sprayed on a natural ground or the like, it is possible to shorten the construction cycle and to obtain a highly safe spray material. Moreover, since the construction cycle can be shortened, the construction cost can also be suppressed.
本発明で使用する非晶質カルシウムアルミネート類及び結晶質カルシウムアルミネート類はCaO原料とAl2O3原料を熱処理することにより得られる。カルシウムアルミネート類としては、カルシウムアルミネート、カルシウムハロアルミネート、カルシウムナトリウムアルミネート、カルシウムサルホアルミネート並びにこれらにSiO2、K2O、Fe2O3、TiO2等が固溶又は化合したものの群から選ばれる一種又は二種以上を用いることができる。 The amorphous calcium aluminates and crystalline calcium aluminates used in the present invention can be obtained by heat-treating a CaO raw material and an Al 2 O 3 raw material. Calcium aluminates include calcium aluminate, calcium haloaluminate, calcium sodium aluminate, calcium sulfoaluminate, and those in which SiO 2 , K 2 O, Fe 2 O 3 , TiO 2, etc. are dissolved or combined. One kind or two or more kinds selected from the group can be used.
本発明に使用する非晶質カルシウムアルミネート類はCaO原料とAl2O3原料を溶融し、水や空気等で急冷することにより得られる。非晶質カルシウムアルミネート類中のAl2O3に対するCaOのモル比は1.5から2.3が好ましく、1.6から2.2がより好ましい。モル比が1.5未満では10分強度が低くなり、2.3を超えるとカルシウムアルミネート類の溶融温度が高くなるために製造が難しくなる。
本発明に用いる非晶質カルシウムアルミネート類の粉末度は、吹付材料の初期強度を高める観点から、ブレーン比表面積で3000cm2/g以上が好ましく、5000cm2/g以上がより好ましい。
Amorphous calcium aluminates used in the present invention can be obtained by melting a CaO raw material and an Al 2 O 3 raw material and quenching them with water, air or the like. The molar ratio of CaO to Al 2 O 3 in the amorphous calcium aluminates is preferably 1.5 to 2.3, more preferably 1.6 to 2.2. If the molar ratio is less than 1.5, the strength is lowered for 10 minutes, and if it exceeds 2.3, the melting temperature of calcium aluminates is increased, so that the production becomes difficult.
Fineness of the amorphous calcium aluminates used in the present invention, from the viewpoint of enhancing the initial intensity of the spray material, preferably 3000 cm 2 / g or more in Blaine specific surface area, 5000 cm 2 / g or more is more preferable.
本発明に使用する結晶質カルシウムアルミネート類はCaO原料とAl2O3原料を加熱処理して得られるものであり、CaO原料とAl2O3原料をキルン等で焼成し製造する方法、溶融炉で加熱処理したものを除冷する方法等により得られる。
結晶質カルシウムアルミネート類はAl2O3に対するCaOのモル比が0.5から1.5のものが好ましく、0.8から1.4のものがより好ましい。モル比が0.5未満では初期強度が低くなり、1.5を超えると1〜3時間の強度が低くなる。
用いる結晶質カルシウムアルミネート類の粉末度は、吹付材料の初期強度を高める観点から、ブレーン比表面積で3000cm2/g以上が好ましく、5000cm2/g以上がより好ましい。
Crystalline calcium aluminates used in the present invention are those obtained by heat treating the CaO material and Al 2 O 3 raw material, a method for producing firing the CaO material and Al 2 O 3 raw material in kiln or the like, the molten It can be obtained by, for example, a method of removing the heat from the furnace.
The crystalline calcium aluminates preferably have a molar ratio of CaO to Al 2 O 3 of 0.5 to 1.5, more preferably 0.8 to 1.4. When the molar ratio is less than 0.5, the initial strength is lowered, and when it exceeds 1.5, the strength for 1 to 3 hours is lowered.
Crystalline calcium fineness of aluminates used, from the viewpoint of enhancing the initial intensity of the spray material, preferably 3000 cm 2 / g or more in Blaine specific surface area, 5000 cm 2 / g or more is more preferable.
非晶質カルシウムアルミネート類と結晶質カルシウムアルミネート類の配合比率は、非晶質カルシウムアルミネート類100重量部に対して、結晶質カルシウムアルミネート類5から500重量部が好ましく、10から100重量部がより好ましい。5重量部未満では本発明の効果が得られ難く、500重量部を超えると所要の吹付けに必要な急結性が得られない場合がある。 The blending ratio of the amorphous calcium aluminate and the crystalline calcium aluminate is preferably 5 to 500 parts by weight of the crystalline calcium aluminate with respect to 100 parts by weight of the amorphous calcium aluminate. Part by weight is more preferred. If the amount is less than 5 parts by weight, it is difficult to obtain the effect of the present invention. If the amount exceeds 500 parts by weight, the quick setting necessary for required spraying may not be obtained.
本発明の急結剤は非晶質カルシウムアルミネート類と結晶質カルシウムアルミネート類の他、炭酸アルカリを含むと、初期材齢の強度をさらに高めることができるので好ましい。使用する炭酸アルカリとしては、炭酸ナトリウム、炭酸カリウム、炭酸リチウム等が挙げられる。アルカリ炭酸塩の使用量はカルシウムアルミネート類100重量部に対して0.1から30重量部添加することが好ましく、0.5から20重量部添加することがより好ましい。0.1重量部未満では効果が期待できず、30重量部以上では長期強度が低下することがある。 It is preferable that the quick setting agent of the present invention contains an alkali carbonate in addition to amorphous calcium aluminates and crystalline calcium aluminates since the strength of the initial age can be further increased. Examples of the alkali carbonate used include sodium carbonate, potassium carbonate, and lithium carbonate. The amount of alkali carbonate used is preferably 0.1 to 30 parts by weight, more preferably 0.5 to 20 parts by weight, based on 100 parts by weight of calcium aluminates. If it is less than 0.1 part by weight, the effect cannot be expected, and if it is 30 parts by weight or more, the long-term strength may be lowered.
本発明の急結剤には、更に硫酸アルカリを含むと、材齢1日までの強度が高くなるので好ましい。硫酸アルカリとしては、硫酸ナトリウム、硫酸カリウム、硫酸リチウム等が挙げられる。硫酸アルカリの使用量はカルシウムアルミネート類100重量部に対して1から30重量部が好ましく、5から20重量部がより好ましい。1重量部未満では1日強度は上昇せず、30重量部以上では長期強度が低下することがある。 If the quick setting agent of the present invention further contains alkali sulfate, it is preferable because the strength until the age of 1 day is increased. Examples of the alkali sulfate include sodium sulfate, potassium sulfate, and lithium sulfate. The amount of alkali sulfate used is preferably 1 to 30 parts by weight, more preferably 5 to 20 parts by weight, per 100 parts by weight of calcium aluminates. If it is less than 1 part by weight, the daily strength does not increase, and if it is 30 parts by weight or more, the long-term strength may decrease.
さらに本発明の急結剤には、低温時の急結性向上のためにアルミン酸アルカリを添加してもよい。アルミン酸アルカリの使用量はカルシウムアルミネート類100重量部に対して0.5から20重量部が好ましく、1.0から10重量部がより好ましい。0.5重量部未満では低温時に急結性が得られない場合があり、10重量部以上では長期強度が低下する場合がある。
本発明の急結剤には上記材料のほかに硫酸アルミニウム、石膏、石灰等の材料を使用してもよい。
Furthermore, an alkali aluminate may be added to the quick setting agent of the present invention in order to improve quick setting at low temperatures. The amount of alkali aluminate used is preferably 0.5 to 20 parts by weight, more preferably 1.0 to 10 parts by weight, per 100 parts by weight of calcium aluminates. If it is less than 0.5 part by weight, quick setting may not be obtained at low temperatures, and if it is 10 parts by weight or more, long-term strength may be reduced.
In addition to the above materials, materials such as aluminum sulfate, gypsum and lime may be used for the quick setting agent of the present invention.
本発明の吹付材料は、水とセメントと石こうとを含有するセメント混練物に、上記急結剤を添加してなる。本吹付材料において、セメントと石こうの合計100重量部に対しセメント混練物に含まれるSO3が3.5重量部を超える状態で使用されることが好ましい。 The spraying material of the present invention is obtained by adding the rapid setting agent to a cement kneaded material containing water, cement and gypsum. In this spray material, it is preferable that SO 3 contained in the cement kneaded material is used in a state exceeding 3.5 parts by weight with respect to 100 parts by weight of cement and gypsum.
ここで使用される石こうは、特に限定されず、無水石こう、半水石こう、ニ水石こうから選ばれる一種又は二種以上を用いることができる。無水石こうは、III型無水石こう及びII型無水石こうの何れも用いることができるが、水セメント比を低減する場合に急結剤添加前のセメント混練物の流動性をより良好にするため、II型無水石こうを含有する石こうが好ましく、更にII型無水石こうを70〜100重量%含有する石こうがより好ましい。
また、石こうの粉末度は、より少ない石こうの使用量で高い初期強度が得るために、ブレーン比表面積で5000cm2/g以上が好ましく、5000〜15000cm2/gがより好ましい。
The gypsum used here is not particularly limited, and one kind or two or more kinds selected from anhydrous gypsum, hemihydrate gypsum, and dihydrate gypsum can be used. Anhydrous gypsum can be used for both type III anhydrous gypsum and type II anhydrous gypsum, but in order to improve the fluidity of the cement kneaded material before addition of the quick setting agent when reducing the water-cement ratio, II Gypsum containing type anhydrous gypsum is preferred, and gypsum containing 70-100% by weight of type II anhydrous gypsum is more preferred.
Further, the powder of the gypsum, in order to obtain a high initial strength using a smaller amount of gypsum, preferably 5000 cm 2 / g or more in Blaine specific surface area, 5000~15000cm 2 / g is more preferable.
セメント混練物に石こうを添加混合する方法は、特に限定されず、例えばセメント中に添加混合しても、急結剤を除く混和材料中に添加混合しても、別途石こう単独で混和しても良く、これらを組み合わせても良い。 The method of adding and mixing gypsum into the cement kneaded material is not particularly limited. For example, it can be added and mixed in cement, added and mixed in an admixture excluding the quick setting agent, or separately mixed with gypsum alone. Well, you may combine these.
本発明の吹付材料に使用する石こうの量は、セメントと石こうの合計100重量部に対し、セメント混練物に含まれるSO3が5重量部を超える量とすることが好ましい。セメント混練物に含まれるSO3が5重量部以下では吹付材料の初期強度が不足することがある。吹付材料の長期強度を高くするためには、この量は好ましくは5重量部を超え20重量部以下、より好ましくは5重量部を超え15重量部以下、最も好ましくは5重量部を超え10重量部以下である。 The amount of gypsum used in the spray material of the present invention is preferably such that the SO 3 contained in the cement kneaded material exceeds 5 parts by weight with respect to 100 parts by weight of the total of cement and gypsum. If the SO 3 contained in the cement kneaded material is 5 parts by weight or less, the initial strength of the spray material may be insufficient. In order to increase the long-term strength of the spray material, this amount is preferably more than 5 parts by weight and 20 parts by weight or less, more preferably more than 5 parts by weight and 15 parts by weight or less, most preferably more than 5 parts by weight and more than 10 parts by weight. Or less.
本発明に使用するセメントは、普通、早強、超早強、中庸熱、低熱ポルトランドセメント等のポルトランドセメントや、高炉セメント、フライアッシュセメント等の混合セメント、或いは、都市ゴミ焼却灰や下水汚泥焼却灰等の廃棄物を原料として利用したエコセメント等が挙げられ、これらの一種又は二種以上を使用することができるが、高い初期強度を得るためには、普通ポルトランドセメント、早強ポルトランドセメント、超早強ポルトランドセメント又はエコセメントから選ばれる一種又は二種以上を使用することが好ましい。 The cement used in the present invention is normal, early strength, very early strength, moderate heat, low heat Portland cement such as Portland cement, mixed cement such as blast furnace cement and fly ash cement, municipal waste incineration ash and sewage sludge incineration Examples include eco-cement using waste such as ash as raw material, and one or more of these can be used. To obtain high initial strength, ordinary Portland cement, early-strength Portland cement, It is preferable to use one or more selected from ultra-early strong Portland cement or eco-cement.
本発明で使用するセメント混練物には、少なくとも水、セメント及び石こうが含まれ、本発明の効果を損なわない範囲で、必要により更にモルタルやコンクリートで使用可能な骨材や混和材料を添加しても良い。 The cement kneaded material used in the present invention contains at least water, cement and gypsum, and in the range not impairing the effects of the present invention, if necessary, further add aggregates and admixtures that can be used in mortar and concrete. Also good.
骨材としては、例えば、川砂、陸砂、海砂、砕砂、珪砂、川砂利、陸砂利、砕石及び人工骨材等が挙げられ、これらの一種又は二種以上を使用することができる。
また、混和材料としては、例えば、高性能減水剤、高性能AE減水剤、AE減水剤及び流動化剤を含む減水剤、シリカフューム等のポゾラン、高炉スラグ等の潜在水硬性物質、石粉、樹脂エマルション、膨張材、起泡剤、発泡剤、防錆剤、顔料、繊維、撥水剤、防水材、消泡剤、凝結遅延剤、硬化促進剤、粉塵低減剤、収縮低減剤、増粘剤、水中不分離性混和剤等が挙げられ、これらの一種又は二種以上を本発明による効果を阻害しない範囲で使用することができる。
Examples of the aggregate include river sand, land sand, sea sand, crushed sand, quartz sand, river gravel, land gravel, crushed stone, and artificial aggregate, and one or more of these can be used.
Examples of admixtures include high performance water reducing agents, high performance AE water reducing agents, water reducing agents including AE water reducing agents and fluidizing agents, pozzolans such as silica fume, latent hydraulic materials such as blast furnace slag, stone powder, and resin emulsions. , Expansion agent, foaming agent, foaming agent, rust preventive agent, pigment, fiber, water repellent, waterproofing material, antifoaming agent, setting retarder, curing accelerator, dust reducing agent, shrinkage reducing agent, thickening agent, Examples thereof include a non-separable admixture in water, and one or more of these can be used as long as the effects of the present invention are not impaired.
上記セメント混練物は、水、セメント及び石こう、並びに必要により添加する骨材及び混和材料を、モルタルミキサやコンクリートミキサ等のミキサにより混練してなる。
各材料の添加順序は特に限定されない。一種ずつ添加してもよく、一部又は全部を同時に添加してもよい。
The above-mentioned cement kneaded material is obtained by kneading water, cement and gypsum and, if necessary, an aggregate and an admixture with a mixer such as a mortar mixer or a concrete mixer.
The order of adding each material is not particularly limited. One by one may be added, or part or all may be added simultaneously.
本発明の吹付材料を製造する方法及び使用する方法は、特に限定されない。例えば、上記セメント混練物と上記急結剤を別々の輸送管を通して別経路で圧送し、圧送途中でY字管等で合流混合することで製造することもできる。このとき、セメント混練物添加前に水等の液体と本発明の急結剤を混合した後にセメント混練物と合流混合することも出来る。 The method for producing and using the spray material of the present invention is not particularly limited. For example, the cement kneaded material and the quick-setting agent can be produced by pumping in separate paths through separate transport pipes, and mixing and mixing in a Y-shaped pipe or the like during the pumping. At this time, a liquid such as water and the quick setting agent of the present invention can be mixed and mixed with the cement kneaded material before the cement kneaded material is added.
実施例1
[モルタルによる強度試験]
10℃の恒温室において容量2リットルのポリカップ中に、普通ポルトランドセメント1000gに石膏90gを混合した粉体1090gと細骨材1000gを投入した。さらに、高性能減水剤15gと水385gを加え、撹拌羽根(直径10cm)付ハンドミキサを用いて1250rpmの回転数で2分間混合し、ベースモルタルを製造した。製造したモルタルは30分間静置した後、55秒間再度混練を行いその後5秒間で所定量の急結剤(表1,2)を投入し更に5秒間混練を行い、急硬性セメント混練物を製造した。製造した急硬性モルタルは直ちに内径5cm、長さ10cmの金属製簡易型枠(商品名「サミットモールド」)に充填し、その後、試験材齢まで室温20℃、相対湿度100%の条件下で保管し、圧縮強度試験の直前に脱型し、圧縮強度試験を行なった。なお、強度試験は急結剤添加直後を0分とし、各材齢にて試験を行なった。結果を表3に示す
Example 1
[Strength test with mortar]
In a thermostatic chamber at 10 ° C., 1090 g of powder obtained by mixing 90 g of gypsum with 1000 g of ordinary Portland cement and 1000 g of fine aggregate were placed in a polyliter having a capacity of 2 liters. Further, 15 g of a high-performance water reducing agent and 385 g of water were added and mixed for 2 minutes at a rotation speed of 1250 rpm using a hand mixer equipped with a stirring blade (diameter 10 cm) to produce a base mortar. The produced mortar is allowed to stand for 30 minutes and then kneaded again for 55 seconds. Then, a predetermined amount of quick setting agent (Tables 1 and 2) is added for 5 seconds and further kneaded for 5 seconds to produce a quick-setting cement kneaded product did. The produced quick-hardening mortar is immediately filled into a simple metal mold (trade name “Summit Mold”) having an inner diameter of 5 cm and a length of 10 cm, and then stored under conditions of room temperature 20 ° C. and relative humidity 100% until the test material age. The mold was removed immediately before the compressive strength test, and the compressive strength test was performed. In addition, the strength test was performed at each material age with 0 minute immediately after the addition of the quick setting agent. The results are shown in Table 3.
表3から、本発明の実施例に当たる急結剤No.4〜No.10のは、何れも材齢10分の圧縮強度が5N/mm2以上、且つ材齢3時間の強度が18N/mm2以上と、初期材齢における圧縮強度が優れていることが判る。 From Table 3, from the quick setting agent No. corresponding to the examples of the present invention. 4-No. 10 is given, both the compressive strength at the age of 10 minutes 5N / mm 2 or more, and the strength at the age of 3 hours 18N / mm 2 or more, it is understood that the compressive strength at early ages is excellent.
実施例2
炭酸リチウムの効果
表4に示す配合割合の急結剤を用い、実施例1と同様に試験を行った。結果を表5に示す。
Example 2
Effect of Lithium Carbonate The test was conducted in the same manner as in Example 1 using the rapid setting agent shown in Table 4. The results are shown in Table 5.
表5から、非晶質カルシウムアルミネート類と結晶質カルシウムアルミネート類と炭酸リチウムを組み合わせることにより、より高い材齢1時間強度および材齢3時間強度が得られることが判る。 From Table 5, it can be seen that by combining amorphous calcium aluminates, crystalline calcium aluminates and lithium carbonate, higher 1 hour strength and 3 hours strength can be obtained.
実施例3
硫酸ナトリウムの効果
表6に示す配合割合の急結剤を用い、実施例1と同様に試験を行った。結果を表7に示す。
Example 3
Effect of sodium sulfate The test was conducted in the same manner as in Example 1 using the rapid setting agent shown in Table 6. The results are shown in Table 7.
表7から、非晶質カルシウムアルミネート類と結晶質カルシウムアルミネート類に硫酸アルカリを加えると、急結剤添加率を高くした場合により高い材齢5分強度、材齢1時間強度、材齢3時間強度および材齢24時間強度が得られることが判る。 From Table 7, when alkali sulfate is added to amorphous calcium aluminates and crystalline calcium aluminates, when the setting rate of the quick-setting agent is increased, a higher material age of 5 minutes strength, material age of 1 hour strength, material age It can be seen that a 3 hour strength and a 24 hour strength are obtained.
実施例4
アルミン酸ナトリウムの効果
下記表8の配合の急結剤を用い、下記試験を行った。
Example 4
Effect of sodium aluminate The following test was conducted using the quick setting agent having the composition shown in Table 8 below.
セメントペーストを用いた急結性試験
各温度の恒温室において内径12cm、深さ16cmの円筒型ポリ容器に普通ポルトランドセメント500gに石こう45gを混合した粉体545gを投入し、水192gと高性能減水剤8gを加え、直径4cmの撹拌羽付ハンドミキサーを用いて1,000rpmの回転数で1分間混合しベースコンクリートに相当するセメントペーストを製造した後、30分間練置いた。30分間練置いたセメントペーストを1分間さらに混合し、セメント100重量部に対して表中の量にて添加して5秒間攪拌し、吹付材に相当する急結性セメントペーストを作製した。この作製した急結性セメントペーストに、先端が平面な直径5mmの丸鋼からなる貫入針を1インチ貫入させたときの抵抗値、即ちプロクター貫入抵抗値を測定した。なお、プロクター貫入抵抗値は急結剤添加直後を0秒とし、各材齢にて試験を行なった。結果を表9に示す。
Rapid setting test using cement paste In a constant temperature room at various temperatures, 545 g of powder obtained by mixing 45 g of gypsum with 500 g of ordinary Portland cement is put into a cylindrical plastic container having an inner diameter of 12 cm and a depth of 16 cm. 8 g of the agent was added and mixed for 1 minute at a rotation speed of 1,000 rpm using a hand mixer with a stirring wing having a diameter of 4 cm to produce a cement paste corresponding to the base concrete, and then kneaded for 30 minutes. The cement paste kneaded for 30 minutes was further mixed for 1 minute, added in the amount shown in the table to 100 parts by weight of cement, and stirred for 5 seconds to prepare a quick setting cement paste corresponding to the spray material. The resistance value when the penetration needle made of a round steel with a diameter of 5 mm with a flat tip was penetrated into the produced quick setting cement paste for 1 inch, that is, a proctor penetration resistance value was measured. In addition, the tester penetration resistance value was set to 0 seconds immediately after the addition of the quick setting agent, and the test was performed at each material age. The results are shown in Table 9.
表9から、アルミン酸ナトリウムを更に含有する本発明急結剤を用いると低温時の急結性が良いことが判る。 From Table 9, it can be seen that the rapid setting property at low temperatures is good when the quick setting agent of the present invention further containing sodium aluminate is used.
[コンクリートによる吹付試験]
表10,11に示す配合のセメント混練物に相当するベースコンクリートを容量100リットルのパン型ミキサで練混ぜ製造した。練混ぜ方法は、粗骨材、細骨材の一部、セメント、石膏、細骨材の残りの順序でミキサ内に投入し、15秒間混合した後に、別途混合した水及び高性能減水剤をミキサ内に投入し、所定時間練混ぜた。
製造したベースコンクリートは、容量100リットルの傾胴式ミキサに移し30分間静置した後、1分間傾胴式ミキサで再度混練した。再度混練したベースコンクリートを吹付け装置(商品名「アリバ260」)を使用して圧送し、別途急結剤供給装置(日本プライブリコ(株)製,商品名「Qガン」)を使用して圧送した急結剤(表8の配合No.14、セメント100重量部に対して12重量部)とY字管で合流混合させて、急硬性コンクリート即ち急硬性セメント混練物を製造した。
[Concrete spray test]
Base concrete corresponding to the cement kneaded material having the composition shown in Tables 10 and 11 was kneaded with a pan-type mixer having a capacity of 100 liters. The mixing method is to put coarse aggregate, a part of fine aggregate, cement, gypsum, and fine aggregate in the remaining order into the mixer, mix for 15 seconds, and then add separately mixed water and high-performance water reducing agent. It put in the mixer and kneaded for a predetermined time.
The manufactured base concrete was transferred to a tilting-type mixer having a capacity of 100 liters, allowed to stand for 30 minutes, and then kneaded again with the tilting-type mixer for 1 minute. The base concrete kneaded again is pumped using a spraying device (trade name “Aliba 260”), and pumped separately using a quick-setting agent supply device (trade name “Q Gun” manufactured by Nihon Pribrico Co., Ltd.). The quick setting agent (formulation No. 14 in Table 8, 12 parts by weight with respect to 100 parts by weight of cement) and Y-tube were mixed and mixed to produce quick-hardening concrete, that is, quick-hardening cement kneaded material.
吹付材料の施工性評価として、吹付材料の初期強度として、JSCE−G 561−1999「引抜き方法による吹付けコンクリートの初期強度試験方法」に従い、各材齢の引抜き強度を測定し、この引抜き強度の値を4倍することで、圧縮強度を求めた。
また、材齢1日以降はJSCE−F 561−2005「吹付けコンクリート(モルタル)の圧縮強度試験用供試体の作り方(案)」に従い吹き付けたコンクリートから供試体を採取し、JIS A 1107:2002「2.コンクリートからのコアの採取方法及び圧縮強度試験方法」に従って試験を行なった。結果を表12に示す。
In order to evaluate the workability of the spray material, the initial strength of the spray material is measured according to JSCE-G 561-1999 “Testing method of initial strength of sprayed concrete by drawing method”. The compressive strength was determined by multiplying the value by 4.
In addition, after the first day of age, specimens were collected from the concrete sprayed according to JIS A-F 561-2005 “How to make specimens for compressive strength test of shotcrete (mortar)” (draft). JIS A 1107: 2002 The test was conducted according to “2. Method for collecting core from concrete and test method for compressive strength”. The results are shown in Table 12.
表12から、アルミン酸ナトリウムを更に含有する本発明急結剤(表8の配合No.14)を用いたコンクリートは長期強度が優れていることが判る。 From Table 12, it can be seen that the concrete using the quick setting agent of the present invention (formulation No. 14 in Table 8) further containing sodium aluminate has excellent long-term strength.
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