JP2005154239A - Dust reducing agent and shotcrete - Google Patents

Dust reducing agent and shotcrete Download PDF

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JP2005154239A
JP2005154239A JP2003399105A JP2003399105A JP2005154239A JP 2005154239 A JP2005154239 A JP 2005154239A JP 2003399105 A JP2003399105 A JP 2003399105A JP 2003399105 A JP2003399105 A JP 2003399105A JP 2005154239 A JP2005154239 A JP 2005154239A
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dust
reducing agent
weight
water
shotcrete
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JP3923937B2 (en
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Akinori Sugiyama
彰徳 杉山
Hideaki Ono
英明 小野
Takeshi Mohoguchi
剛 茂浦口
Toshihiro Tamamori
俊裕 玉森
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Taiheiyo Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a dust reducing agent for blasting process with which the occurrence of dust originating from concrete in blasting is decreased even in the small addition to the shotcrete and the shotcrete employing the dust reducing agent. <P>SOLUTION: The dust reducing agent for the blasting process contains 70-100 wt.% water-soluble cellulose ether having 55,000-100,000 Pa×s viscosity in 2 wt.% aqueous solution at 20°C, 0 to <30 wt.% polycarboxylic acid-based polymer and 0-10 wt.% defoaming agent. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、コンクリート吹付け施工時にコンクリートに由来する粉塵の発生が少ないコンクリートが得られる吹付け工法用粉塵低減剤、及びこれを用いた粉塵の発生が少ない吹付けコンクリートに関する。   TECHNICAL FIELD The present invention relates to a dust reducing agent for a spraying method capable of obtaining a concrete that generates less dust derived from concrete during concrete spraying construction, and a shotcrete using the same that generates less dust.

吹付けコンクリート工法は、トンネル、特にNATM工法による山岳トンネルに多く用いられている。しかし、コンクリートを吹き付ける場合に用いる圧搾空気等のため、吹付け施工時にコンクリートに由来する粉塵が発生する。この粉塵は、高いアルカリ性で人体に悪影響を与えおそれがあり、近年この粉塵の発生を抑制する粉塵低減剤が提案されている(特許文献1、2)。
しかしながら、従来の粉塵低減剤では、粉塵の低減が不充分な場合があった。
特開平5−105493号公報 特開昭62−59560号公報
The shotcrete method is often used for tunnels, especially mountain tunnels using the NATM method. However, because of the compressed air used when spraying concrete, dust derived from concrete is generated during spraying. The dust is highly alkaline and may adversely affect the human body. Recently, dust reducing agents that suppress the generation of dust have been proposed (Patent Documents 1 and 2).
However, conventional dust reducing agents sometimes have insufficient dust reduction.
Japanese Patent Laid-Open No. 5-105493 JP 62-59560 A

本発明の目的は、吹付けコンクリートへの添加量が少量であっても、コンクリート吹付け施工時にコンクリートに由来する粉塵の発生を少なくする吹付け工法用粉塵低減剤及びそれを用いた吹付けコンクリートを提供することにある。   An object of the present invention is to provide a dust reducing agent for a spraying method that reduces the generation of dust derived from concrete at the time of concrete spraying, and a shotcrete using the same, even if the amount added to the shotcrete is small. Is to provide.

本発明者らは、コンクリート吹付け施工時にコンクリートに由来する粉塵の発生を抑えることができる吹付け工法用粉塵低減剤を、鋭意研究したところ、特定の粘度範囲の水溶性セルロースエーテルを用いると粉塵発生が少ない吹付けコンクリートが得られ、更に、ポリカルボン酸系重合体及び/又は消泡剤を加えると粉塵抑制がより効果的であることを見出し、本発明を完成した。   The inventors of the present invention have intensively studied a dust reducing agent for spraying method that can suppress the generation of dust derived from concrete during concrete spraying. When water-soluble cellulose ether having a specific viscosity range is used, the dust is reduced. A shotcrete with less generation was obtained, and furthermore, the addition of a polycarboxylic acid polymer and / or an antifoaming agent found that dust suppression was more effective and completed the present invention.

すなわち、本発明は、2重量%水溶液の粘度が20℃において55000〜100000mPa・sの水溶性セルロースエーテル70〜100重量%、ポリカルボン酸系重合体0〜30重量%未満及び消泡剤0〜10重量%を含有する吹付け工法用粉塵低減剤を提供するものである。
また、本発明は、セメント100重量部に対して0.04〜0.5重量部の上記吹付け工法用粉塵低減剤及び50〜70重量部の水を含み、細骨材率が55〜75%である吹付けコンクリートを提供するものである。
That is, the present invention relates to a water-soluble cellulose ether of 70 to 100% by weight, a polycarboxylic acid polymer of 0 to less than 30% by weight and an antifoaming agent of 0 to less than 5 to 100000 mPa · s at 20 ° C. The present invention provides a dust reducing agent for spraying method containing 10% by weight.
Further, the present invention includes 0.04 to 0.5 parts by weight of the dust reducing agent for spraying method and 50 to 70 parts by weight of water with respect to 100 parts by weight of cement, and the fine aggregate ratio is 55 to 75 parts. % Of shotcrete.

本発明の吹付け工法用粉塵低減剤は、吹付けコンクリートへの添加量が少量でも、コンクリート吹付け施工時にコンクリートに由来する粉塵の発生を抑えることができる。この吹付け工法用粉塵低減剤を用いた吹付けコンクリートは、施工時に発生する粉塵が少ないので、施工作業員の衛生環境が改善される。また、本発明の吹付け工法用粉塵低減剤を用いた吹付けコンクリートは、粉末急結剤を用いる湿式吹付け工法、NATM工法を用いたトンネルの建設に好適に使用することができる。更に、TBMトンネルの建設等で行われるモルタルの吹付け工事にも好適に使用することができる。   The dust reducing agent for spraying method of the present invention can suppress the generation of dust derived from concrete at the time of concrete spraying even if the amount added to the sprayed concrete is small. The sprayed concrete using the dust reducing agent for the spraying method has less dust generated during construction, so the hygiene environment of the construction worker is improved. Moreover, the shotcrete using the dust reducing agent for the spraying method of the present invention can be suitably used for the construction of a tunnel using the wet spraying method using the powder rapid setting agent or the NATM method. Furthermore, it can be suitably used for mortar spraying work performed in the construction of a TBM tunnel or the like.

本発明の吹付け工法用粉塵低減剤(以下、単に粉塵低減剤と記載することがある)に用いる水溶性セルロースエーテルは、2重量%水溶液の粘度が20℃において55000〜100000mPa・sである。粘度が55000mPa・sよりも小さいと、粉塵を抑制するために粉塵低減剤を多く添加する必要がある。また、粘度が100000mPa・sを超えると水への溶解速度が小さくなること等から粉塵が多い場合がある。粉塵を抑制する効果及び吹付けたコンクリートの圧縮強度の点で、75000〜100000mPa・sであるのが好ましい。水溶性セルロースエーテルの水溶液の粘度は、B型粘度計を用いて測定する。   The water-soluble cellulose ether used for the dust reducing agent for spraying method of the present invention (hereinafter sometimes simply referred to as dust reducing agent) has a viscosity of 25,000% aqueous solution of 55,000 to 100,000 mPa · s at 20 ° C. When the viscosity is less than 55000 mPa · s, it is necessary to add a lot of dust reducing agent in order to suppress dust. In addition, when the viscosity exceeds 100,000 mPa · s, there are cases where the amount of dust is large because the dissolution rate in water becomes small. From the viewpoint of the effect of suppressing dust and the compressive strength of the sprayed concrete, it is preferably 75000 to 100000 mPa · s. The viscosity of the aqueous solution of water-soluble cellulose ether is measured using a B-type viscometer.

水溶性セルロースエーテルとしては、ヒドロキシエチルセルロース (HEC),ヒドロキシプロピルセルロース (HPC)、ヒドロキシメチルセルロース(HMC)、ヒドロキシエチルメチルセルロース (HEMC)、ヒドロキシプロピルメチルセルロース (HPMC)、ヒドロキシエチルエチルセルロース (HEEC)等が挙げられる。ヒドロキシエチルメチルセルロース、ヒドロキシプロピルメチルセルロースが好ましい。
水溶性セルロースエーテルは、一種単独または二種以上を組み合わせて用いてもよい。組み合わせる場合は、組み合わせたものを2重量%水溶液としたときの粘度が、20℃において55000〜100000mPa・sであればよい。
Examples of the water-soluble cellulose ether include hydroxyethyl cellulose (HEC), hydroxypropyl cellulose (HPC), hydroxymethyl cellulose (HMC), hydroxyethyl methyl cellulose (HEMC), hydroxypropyl methyl cellulose (HPMC), and hydroxyethyl ethyl cellulose (HEEC). . Hydroxyethyl methylcellulose and hydroxypropylmethylcellulose are preferred.
The water-soluble cellulose ether may be used alone or in combination of two or more. In the case of combining, the viscosity when the combined product is a 2% by weight aqueous solution may be 55,000 to 100,000 mPa · s at 20 ° C.

本発明の粉塵低減剤における水溶性セルロースエーテルの含有量は、70〜100重量%である。70重量%よりも少ないと、単位セメント量が400kg/m3未満の場合に
コンクリートの粘性が充分確保できないため粉塵低減効果が低下する。好ましくは75〜95重量%である。
本発明の粉塵低減剤における任意成分を除いた各成分の含有量は、水溶性セルロースエーテル及び必要に応じて添加するポリカルボン酸系重合体及び/又は消泡剤を合計した量に占める割合(重量%)で表す。
The content of the water-soluble cellulose ether in the dust reducing agent of the present invention is 70 to 100% by weight. If the amount is less than 70% by weight, the effect of reducing dust is reduced because the concrete viscosity cannot be sufficiently secured when the unit cement amount is less than 400 kg / m 3 . Preferably it is 75 to 95 weight%.
The content of each component excluding the optional component in the dust reducing agent of the present invention is a proportion of the total amount of the water-soluble cellulose ether and the polycarboxylic acid polymer and / or antifoaming agent added as necessary ( (% By weight).

本発明の粉塵低減剤にポリカルボン酸系重合体を含有すると、粉塵抑制効果が更に改善される他、吹付けコンクリートの流動性保持時間が長くなるので好ましい。
ポリカルボン酸系重合体としては、無水マレイン酸、マレイン酸、マレイン酸塩、マレイン酸エステル等のマレイン酸系化合物;アクリル酸、メタクリル酸、アクリル酸塩、メタクリル酸塩、アクリル酸エステル、メタクリル酸エステル等の(メタ)アクリル酸系化合物;カルボキシル基を有する不飽和(ポリ)アルキレングリコールエーテル系単量体等の単量体の重合体が挙げられる。重合体は、一種の単量体の単独重合体でも、二種以上の共重合体でもよい。また、これらの単量体の一種又は二種以上と、スチレンやカルボキシル基を有しない不飽和(ポリ)アルキレングリコールエーテル系単量体等他のビニル型単量体の一種又は二種以上との共重合体でもよい。ここで、(ポリ)アルキレングリコールとしては、(ポリ)エチレングリコールエーテルが好ましい。ポリカルボン酸系重合体としては、ポリアルキレングリコール鎖、特にポリエチレングリコールエーテル鎖を有するポリカルボン酸系重合体が、吹付けコンクリートの流動性保持時間を特に長くするので好ましい。
It is preferable to include a polycarboxylic acid polymer in the dust reducing agent of the present invention because the dust suppressing effect is further improved and the fluidity retention time of the shotcrete is increased.
Examples of polycarboxylic acid polymers include maleic anhydride, maleic acid, maleate, maleate, and other maleic acid compounds; acrylic acid, methacrylic acid, acrylate, methacrylate, acrylate, methacrylic acid Examples include (meth) acrylic acid compounds such as esters; and polymers of monomers such as unsaturated (poly) alkylene glycol ether monomers having a carboxyl group. The polymer may be a homopolymer of one kind of monomer or two or more kinds of copolymers. Also, one or more of these monomers and one or more of other vinyl monomers such as unsaturated (poly) alkylene glycol ether monomers having no styrene or carboxyl group A copolymer may be used. Here, (poly) alkylene glycol is preferably (poly) ethylene glycol ether. As the polycarboxylic acid polymer, a polycarboxylic acid polymer having a polyalkylene glycol chain, particularly a polyethylene glycol ether chain, is preferable because the fluidity retention time of the shotcrete is particularly long.

本発明の粉塵低減剤におけるポリカルボン酸系重合体の含有量は、0〜30重量%未満である。30重量%以上であると、単位セメント量が400kg/m3未満の場合に粉塵抑制効果が充分発揮されない場合がある。また、吹付けコンクリートの流動性保持時間及び粉塵の抑制の点で4〜24重量%が好ましい。 The content of the polycarboxylic acid polymer in the dust reducing agent of the present invention is 0 to less than 30% by weight. If it is 30% by weight or more, the dust suppressing effect may not be sufficiently exhibited when the unit cement amount is less than 400 kg / m 3 . Moreover, 4-24 weight% is preferable at the point of fluidity | liquidity retention time of shotcrete, and the suppression of dust.

本発明の粉塵低減剤に消泡剤を含有すると、粉塵抑制効果が更に改善される他、吹付けコンクリートの圧縮強度が高くなるので好ましい。本発明の粉塵低減剤における消泡剤の含有量は0〜10重量%であるが、吹付けコンクリートの圧縮強度の点で1〜10重量%であるのが好ましい。
ここで用いる消泡剤としては、市販のセメント用消泡剤、市販のセメントモルタル用消泡剤又は市販のコンクリート用消泡剤の他、ポリジメチルシロキサン又はポリオキシアルキレンアルキルエーテル系非イオン界面活性剤が挙げられる。消泡剤は、一種または二種以上を組み合わせて用いてもよい。
When the antifoaming agent is contained in the dust reducing agent of the present invention, the dust suppressing effect is further improved and the compressive strength of the shotcrete is increased, which is preferable. Although the content of the antifoaming agent in the dust reducing agent of the present invention is 0 to 10% by weight, it is preferably 1 to 10% by weight in terms of the compressive strength of the shotcrete.
As the defoaming agent used here, in addition to a commercially available defoaming agent for cement, a commercially available defoaming agent for cement mortar, or a commercially available defoaming agent for concrete, polydimethylsiloxane or polyoxyalkylene alkyl ether-based nonionic surface activity Agents. An antifoamer may be used alone or in combination of two or more.

本発明の粉塵低減剤には、本発明の効果をそこなわない範囲で必要に応じて、上記水溶性セルロースエーテル、ポリカルボン酸系重合体及び消泡剤以外の任意成分を含んでいてもよい。任意成分としては、例えば、凝結調整剤、増量材、膨張材、防錆剤、収縮低減剤、顔料、繊維、撥水剤、白華防止剤等が挙げられる。これらの任意成分は、一種または二種以上を組み合わせて用いてもよい。   The dust reducing agent of the present invention may contain optional components other than the water-soluble cellulose ether, polycarboxylic acid polymer, and antifoaming agent as necessary within the range not detracting from the effects of the present invention. . Examples of the optional component include a setting adjuster, an extender, an expansion material, a rust preventive, a shrinkage reducing agent, a pigment, a fiber, a water repellent, and a whitening prevention agent. These optional components may be used alone or in combination of two or more.

本発明の吹付けコンクリートは、セメント100重量部に対して0.04〜0.5重量部の上記吹付け工法用粉塵低減剤及び50〜70重量部の水を含み、細骨材を細骨材率が55〜75%で含有する。粉塵低減剤がセメント100重量部に対して0.04重量部より少ないと粉塵の発生を抑制する効果が充分でない場合がある。また、0.5重量部より多いとコンクリートの圧送時に脈動が起こり、粉塵が多く発生するので好ましくない。粉塵発生の抑制の点で0.08〜0.3重量部であるのが好ましい。   The shotcrete of the present invention contains 0.04 to 0.5 parts by weight of the dust reducing agent for spraying method and 50 to 70 parts by weight of water with respect to 100 parts by weight of cement. The material ratio is 55 to 75%. If the dust reducing agent is less than 0.04 parts by weight with respect to 100 parts by weight of cement, the effect of suppressing the generation of dust may not be sufficient. On the other hand, when the amount is more than 0.5 parts by weight, pulsation occurs when the concrete is fed and a lot of dust is generated, which is not preferable. The amount is preferably 0.08 to 0.3 parts by weight in terms of suppressing dust generation.

本発明の吹付けコンクリートで用いるセメントとしては、普通、早強、超早強、低熱及び中庸熱等の各種ポルトランドセメント、並びにこれらポルトランドセメントに、フライアッシュ、高炉スラグ、又はシリカや石灰石微粉末等を混合した各種混合セメント等が挙げられる。材齢28日における圧縮強度及び吹付けコンクリートの流動性保持の点で、普通ポルトランドセメント又は早強ポルトランドセメントが好ましい。   As the cement used in the shotcrete of the present invention, various portland cements such as normal, early strength, ultra-early strength, low heat and moderate heat, as well as fly ash, blast furnace slag, silica or limestone fine powder, etc. Various mixed cements mixed with Ordinary Portland cement or early-strength Portland cement is preferred in terms of compressive strength at the age of 28 days and fluidity retention of the shotcrete.

本発明の吹付けコンクリートは、水をセメント100重量部に対して50〜70重量部含有する。50重量部未満では吹付けコンクリートの流動性が低く粉塵が多く発生する場合がある。また、70重量部を超えると充分な強度が得られない場合がある。粉塵発生量がより少ない点で55〜65重量部であるのがより好ましい。   The shotcrete of the present invention contains 50 to 70 parts by weight of water with respect to 100 parts by weight of cement. If it is less than 50 parts by weight, the flowability of the shotcrete is low and a lot of dust may be generated. Moreover, when it exceeds 70 weight part, sufficient intensity | strength may not be obtained. It is more preferable that it is 55-65 weight part at a point with less dust generation amount.

本発明の吹付けコンクリートは細骨材を含有するが、細骨材率は55〜75%である。細骨材率が55%未満では、粉塵が多く発生するので好ましくない。また、細骨材率が75%よりも多いと所定の流動性を得るための単位水量が増加し、吹付けコンクリートの圧縮強度が低下するため好ましくない。粉塵発生量及び圧縮強度の点で細骨材率が60〜70%であるのがより好ましい。ここで細骨材率は、全骨材中の細骨材の容積含有率である。
細骨材は、5mm篩を85重量%が通過する骨材であって、特に限定されなく、例えば砂、珪砂、石灰砕砂等市販の細骨材が用いられる。
The shotcrete of the present invention contains fine aggregate, but the fine aggregate ratio is 55 to 75%. A fine aggregate ratio of less than 55% is not preferable because much dust is generated. On the other hand, when the fine aggregate ratio is more than 75%, the unit water amount for obtaining a predetermined fluidity increases, and the compressive strength of the shotcrete decreases, which is not preferable. It is more preferable that the fine aggregate ratio is 60 to 70% in terms of the amount of dust generated and the compressive strength. Here, the fine aggregate ratio is the volume content of the fine aggregate in the total aggregate.
The fine aggregate is an aggregate through which 85% by weight passes through a 5 mm sieve, and is not particularly limited. For example, commercially available fine aggregates such as sand, quartz sand, and crushed lime sand are used.

本発明の吹付けコンクリートには粗骨材を含有してもよいが、細骨材及び粗骨材を合わせた全骨材が本発明の吹付けコンクリート1m3中に占める容積は、0.6〜0.7m3がコンクリートの圧送性及び吹付けコンクリートのはね返り低減の点で好ましい。 In shotcrete of the present invention may contain a coarse aggregate, but the volume of the total aggregate combined fine aggregate and coarse aggregate are occupied in the shotcrete 1 m 3 of the present invention, 0.6 ˜0.7 m 3 is preferable in terms of compressibility of concrete and reduction of rebound of shotcrete.

本発明の吹付けコンクリートには、更に、本発明の効果をそこなわない範囲で必要に応じて、急結剤、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、膨張材、硬化促進剤、硬化遅延剤、セメント用ポリマー、発泡剤、防水剤、防錆剤、収縮低減剤、顔料、繊維、撥水剤、白華防止剤等の一種または二種以上を併用してもよい。   The shotcrete of the present invention further includes a quick setting agent, a high-performance water reducing agent, a high-performance AE water reducing agent, an AE water reducing agent and a fluidizing agent, as necessary, within a range that does not impair the effects of the present invention. One or two types of water reducing agent, expansion agent, curing accelerator, curing retarder, polymer for cement, foaming agent, waterproofing agent, rust preventive agent, shrinkage reducing agent, pigment, fiber, water repellent, anti-whitening agent, etc. You may use the above together.

減水剤を併用する場合は、粉塵発生量及び圧縮強度の点で、セメント100重量部に対して0.1〜3重量部のポリカルボン酸系減水剤を用いるのが好ましい。0.1重量部未満では減水剤を添加してもモルタルの流動性が向上しない場合がある。3重量部を超えて用いるとコンクリートの材料分離及び初期材齢における圧縮強度が小さくなる場合がある。ポリカルボン酸系減水剤としては、ポリカルボン酸系減水剤、ポリカルボン酸系AE減水剤、ポリカルボン酸系高性能減水剤及びポリカルボン酸系高性能AE減水剤等が挙げられる。これらは市販されているもので良く、例えば、商品名NT−1000(エヌエムビー社製)、NT−1000S(エヌエムビー社製)、NT−1000H(エヌエムビー社製)、レオビルドSP8N(エヌエムビー社製)、ポゾリス15H(エヌエムビー社製)、FTN−30(グレースケミカルズ社製)、スーパー300(グレースケミカルズ社製)、ヤマソ−02NL(山宗化学社製)、マイティ3000H(花王社製)、チューポールHP−11(竹本油脂社製)等が挙げられる。   When a water reducing agent is used in combination, it is preferable to use 0.1 to 3 parts by weight of a polycarboxylic acid-based water reducing agent with respect to 100 parts by weight of cement in terms of dust generation amount and compressive strength. If the amount is less than 0.1 parts by weight, the flowability of the mortar may not be improved even if a water reducing agent is added. When the amount exceeds 3 parts by weight, the material separation of concrete and the compressive strength at the initial age may be reduced. Examples of the polycarboxylic acid-based water reducing agent include a polycarboxylic acid-based water reducing agent, a polycarboxylic acid-based AE water reducing agent, a polycarboxylic acid-based high-performance water reducing agent, and a polycarboxylic acid-based high-performance AE water reducing agent. These may be commercially available, for example, trade names NT-1000 (manufactured by NM), NT-1000S (manufactured by NM), NT-1000H (manufactured by NM), Leo Build SP8N (manufactured by NM), and Pozoris. 15H (manufactured by NM), FTN-30 (manufactured by Grace Chemicals), Super 300 (manufactured by Grace Chemicals), Yamaso-02NL (manufactured by Yamasou Chemical), Mighty 3000H (manufactured by Kao Corporation), Tupole HP-11 (Made by Takemoto Yushi Co., Ltd.).

急結剤を併用する場合は、セメント100重量部に対して5〜15重量部の使用量が好ましい。5重量部未満では短時間強度が不足するために、トンネルの天井部分に吹付けた場合に、剥落する虞があるので好ましくない。15重量部を超えると粉塵が多く発生する場合がある。急結剤としては、特に限定されるものではなく、市販の急結剤を使用することができる。例えば、カルシウムアルミネート系急結剤、カルシウムサルホアルミネート系急結剤、カルシウムナトリウムアルミネート系急結剤及びアルミン酸塩系粉体急結剤等の粉体急結剤、並びにアルミン酸塩系液体急結剤及び水溶性アルミニウム塩系液体急結剤等の液体急結剤が挙げられる。   When using a quick setting agent together, the usage-amount of 5-15 weight part is preferable with respect to 100 weight part of cement. If it is less than 5 parts by weight, the strength is insufficient for a short time, and therefore, it is not preferable because it may peel off when sprayed on the ceiling of the tunnel. If it exceeds 15 parts by weight, a lot of dust may be generated. The quick setting agent is not particularly limited, and a commercially available quick setting agent can be used. For example, calcium quickeners, calcium sulfoaluminate quicksets, calcium sodium aluminate quicksets and aluminate powder quicksets, and aluminate Liquid quick setting agents such as liquid quick setting agents and water-soluble aluminum salt liquid quick setting agents are listed.

本発明の吹付けコンクリートは、例えば、本発明の粉塵低減剤をコンクリート製造時に他の材料とともにコンクリートミキサに添加して製造される。また、コンクリートを積載したトラックアジテータのホッパから本発明の粉塵低減剤を添加し、例えば2分間程度高速攪拌して製造される。粉塵低減剤を添加する方法は、定量供給装置を用いてもよいし、水により溶解又は分散する容器に必要量を入れ容器ごと添加してもよい。定量供給装置を設置する必要が無いので、水により溶解又は分散する容器に必要量を入れ容器ごと添加する方が好ましい。   The shotcrete of the present invention is produced, for example, by adding the dust reducing agent of the present invention to a concrete mixer together with other materials at the time of concrete production. Moreover, the dust reducing agent of the present invention is added from a hopper of a truck agitator loaded with concrete, and the mixture is manufactured, for example, by stirring at high speed for about 2 minutes. As a method of adding the dust reducing agent, a fixed amount supply device may be used, or a necessary amount may be added to a container dissolved or dispersed with water and added together. Since there is no need to install a fixed amount supply device, it is preferable to add the required amount in a container that is dissolved or dispersed with water and add it together.

以下に、実施例を挙げて本発明を更に詳しく説明する。本発明はこれらの実施例に限定されるものではない。   Hereinafter, the present invention will be described in more detail with reference to examples. The present invention is not limited to these examples.

実施例1
表1に示す粉塵低減剤を作製した。
材料は以下に示すものを用いた。
<使用材料>
水溶性セルロースエーテルA:ヒドロキシエチルメチルセルロース(商品名;メトローズSNB60T、信越化学工業社製)。2重量%水溶液の粘度(20℃)60000mPa・s。
水溶性セルロースエーテルB:ヒドロキシプロピルメチルセルロース(商品名;hiメトローズ90SH100000、信越化学工業社製)。2重量%水溶液の粘度(20℃)100000mPa・s。
水溶性セルロースエーテルC:ヒドロキシプロピルメチルセルロース(商品名;マーポローズ90EMP−75000、松本油脂製薬社製)。2重量%水溶液の粘度(20℃)75000mPa・s。
水溶性セルロースエーテルD:ヒドロキシプロピルメチルセルロース(商品名;hiメトローズ90SH30000、信越化学工業社製)。2重量%水溶液の粘度(20℃)30000mPa・s。
ポリカルボン酸系重合体:メタクリル酸ナトリウム54モル%、メタリルスルホン酸ナトリウム7モル%、メチルアクリレート8モル%、メトキシポリ(n=40)エチレングリコールメタクリルレート16モル%並びにメトキシポリ(n=23)エチレングリコールメタクリルレート15モル%を重合させてなる平均分子量11900の高分子化合物を主成分とする固形分濃度45%の水溶液各800gに、pH調整剤として10重量%濃度の水酸化ナトリウム水溶液75.2gを加えて常温で約3分間撹拌し、次いで、亜硫酸ソーダ及びトリエタノールアミンを、高分子化合物の固形分100重量部に対して各0.5重量部添加し3分間撹拌した。これを処理容積が1Lのニーダー型混練撹拌機に入れて温度90℃、4kPaの減圧下で混練しながら濃縮・乾燥を行った。得られた粉粒体を粉砕機で粉砕し、分級して粒径50〜500μmのポリカルボン酸系重合体の粉末を製造した。尚、該粉末の含水率は2.2重量%であった。
消泡剤E:市販消泡剤(商品名;SNディフォーマー14HP、サンノプコ社製)。
消泡剤F:市販消泡剤(商品名;アデカネートB−107、旭電化工業社製)。
Example 1
The dust reducing agent shown in Table 1 was produced.
The following materials were used.
<Materials used>
Water-soluble cellulose ether A: hydroxyethyl methylcellulose (trade name; Metroles SNB60T, manufactured by Shin-Etsu Chemical Co., Ltd.). Viscosity (20 ° C.) of 2% by weight aqueous solution 60000 mPa · s.
Water-soluble cellulose ether B: Hydroxypropyl methylcellulose (trade name; hi Metroles 90SH100000, manufactured by Shin-Etsu Chemical Co., Ltd.). Viscosity of 2% by weight aqueous solution (20 ° C.) 100000 mPa · s.
Water-soluble cellulose ether C: hydroxypropyl methylcellulose (trade name; Marporose 90EMP-75000, manufactured by Matsumoto Yushi Seiyaku Co., Ltd.). Viscosity of 2% by weight aqueous solution (20 ° C.) 75000 mPa · s.
Water-soluble cellulose ether D: Hydroxypropyl methylcellulose (trade name; hi Metroles 90SH30000, manufactured by Shin-Etsu Chemical Co., Ltd.). Viscosity of 2% by weight aqueous solution (20 ° C.) 30000 mPa · s.
Polycarboxylic acid polymer: sodium methacrylate 54 mol%, sodium methallylsulfonate 7 mol%, methyl acrylate 8 mol%, methoxypoly (n = 40) ethylene glycol methacrylate 16 mol% and methoxypoly (n = 23) ethylene To 800 g each of a 45% solid solution containing a polymer compound having an average molecular weight of 11900 obtained by polymerizing 15 mol% of glycol methacrylate, 75.2 g of a 10 wt% sodium hydroxide aqueous solution as a pH adjuster. The mixture was stirred at room temperature for about 3 minutes, and then 0.5 parts by weight of sodium sulfite and triethanolamine were added to 100 parts by weight of the solid content of the polymer compound and stirred for 3 minutes. This was put into a kneader-type kneader / stirrer having a treatment volume of 1 L, and concentrated and dried while kneading at a temperature of 90 ° C. under a reduced pressure of 4 kPa. The obtained granular material was pulverized by a pulverizer and classified to produce a polycarboxylic acid polymer powder having a particle size of 50 to 500 μm. The water content of the powder was 2.2% by weight.
Antifoaming agent E: Commercially available antifoaming agent (trade name; SN deformer 14HP, manufactured by San Nopco).
Antifoaming agent F: Commercially available antifoaming agent (trade name; Adecanate B-107, manufactured by Asahi Denka Kogyo Co., Ltd.).

Figure 2005154239
Figure 2005154239

表1の各粉塵低減剤を用いて、モルタルを製造し、吹付け試験、粉塵量測定及び空気量測定を行った。試験結果を表2に示す。   Mortar was manufactured using each dust reducing agent of Table 1, and the spray test, the dust amount measurement, and the air amount measurement were performed. The test results are shown in Table 2.

このときのモルタルの材料及び配合、並びに各試験方法・条件は、以下の通りとした。
<材料及び配合>
セメント: 普通ポルトランドセメント(太平洋セメント社製、密度;3.16g/cm3) 5.00kg
細骨材:珪砂(F.M.;3.20、密度;2.63g/cm3) 7.00kg
石灰石砕砂(F.M.;2.95、密度;2.64g/cm3) 3.00kg
粉塵低減剤:セメント100重量部に対する表2に記載の量(重量部)
水:水道水 3.00kg
The material and composition of the mortar and the test methods and conditions were as follows.
<Material and formulation>
Cement: Ordinary Portland cement (manufactured by Taiheiyo Cement, density: 3.16 g / cm 3 ) 5.00 kg
Fine aggregate: quartz sand (FM; 3.20, density; 2.63 g / cm 3 ) 7.00 kg
Limestone crushed sand (FM; 2.95, density; 2.64 g / cm 3 ) 3.00 kg
Dust reducing agent: amount shown in Table 2 with respect to 100 parts by weight of cement (parts by weight)
Water: Tap water 3.00kg

<モルタルの製造方法>
粉塵低減剤を砂:セメント重量比が1:2のドライモルタルにプレミックスし、これに水を添加し、ハンドミキサにて60秒間攪拌した。
<Method for producing mortar>
The dust reducing agent was premixed in a dry mortar with a sand: cement weight ratio of 1: 2, and water was added thereto, followed by stirring with a hand mixer for 60 seconds.

<空気量測定方法>
上記製造方法を用いて作製したモルタルを、株式会社丸東製作所製モルタル・エアメータC13−Sを使用して、JIS A 1128−1999に準拠して空気量を測定した。
<吹付け試験>
上記製造方法を用いて作製したモルタルに、セメント鉱物系粉末急結剤(太平洋マテリアル社製「ショットマスター」)をセメント100重量部に対して7重量部の割合で合流混合部において混合し、急結性吹付けモルタルを調製した。この急結性吹付けモルタルを20kg/分の吹付け量で2分30秒間、2.0m×2.4m×4.8mの簡易テント内を密閉状態にして吹き付け、粉塵測定を行なった。
<粉塵量測定方法>
上記密閉テント内において、15秒間隔で吹付け場所より3mの位置で光散乱式デジタル粉塵計(日本カノマックス社製モデル3411)により粉塵量を測定し、測定時間中の測定値(カウント数)の平均値(測定結果/測定時間(分))をCPMとして示し、粉塵低減剤無添加の場合(比較1−4)のカウント数を100としたときの相対値を、相対比として示した。
<Air volume measurement method>
The amount of air of the mortar produced using the above production method was measured based on JIS A 1128-1999 using a mortar air meter C13-S manufactured by Maruto Seisakusho.
<Blowing test>
Cement mineral powder rapid setting agent (“Shot Master” manufactured by Taiheiyo Materials Co., Ltd.) is mixed with mortar produced using the above manufacturing method at a ratio of 7 parts by weight with respect to 100 parts by weight of cement. A caustic spray mortar was prepared. The quick setting sprayed mortar was sprayed at a spraying rate of 20 kg / min for 2 minutes and 30 seconds with the inside of a simple tent of 2.0 m × 2.4 m × 4.8 m sealed, and dust measurement was performed.
<Dust measurement method>
In the sealed tent, the amount of dust is measured with a light scattering digital dust meter (Model 3411 made by Nippon Kanomax Co., Ltd.) at a position 3 m from the spraying place at intervals of 15 seconds, and the measured value (count number) during the measurement time is measured. The average value (measurement result / measurement time (minutes)) was shown as CPM, and the relative value when the count number in the case where no dust reducing agent was added (Comparative 1-4) was 100 was shown as the relative ratio.

Figure 2005154239
Figure 2005154239

実施例2
実施例1の本発明品5の粉塵低減剤を用いて吹付けコンクリートを作製し、流動性試験(スランプ)、空気量測定、吹付け試験、粉塵量の測定及び圧縮強度試験を行った。コンクリートの配合を表3に、試験結果を表4に示す。
Example 2
Spray concrete was produced using the dust reducing agent of the present invention product 5 of Example 1, and a fluidity test (slump), an air amount measurement, a spray test, a dust amount measurement, and a compressive strength test were performed. Table 3 shows the composition of concrete, and Table 4 shows the test results.

このときの、材料及び試験方法・条件は、以下の通りとした。
<使用材料>
セメント:普通ポルトランドセメント(太平洋セメント社製、密度;3.16g/cm3
細骨材:山砂(F.M.;2.88、密度;2.60g/cm3
粗骨材:砕石(最大骨材粒径;13mm、密度;2.63g/cm3
粉塵低減剤:実施例1の本発明品5の粉塵低減剤
水:水道水
高性能減水剤:ポリカルボン酸系高性能減水剤(商品名;NT−1000、エヌエムビー社製、主成分;ポリカルボン酸エーテル系化合物と分子間架橋ポリマーの複合体)
At this time, materials, test methods and conditions were as follows.
<Materials used>
Cement: Ordinary Portland cement (manufactured by Taiheiyo Cement, density: 3.16 g / cm 3 )
Fine aggregate: mountain sand (FM; 2.88, density; 2.60 g / cm 3 )
Coarse aggregate: Crushed stone (maximum aggregate particle size: 13 mm, density: 2.63 g / cm 3 )
Dust reducing agent: Dust reducing agent of Invention product 5 of Example 1 Water: Tap water high-performance water reducing agent: Polycarboxylic acid-based high-performance water reducing agent (trade name; NT-1000, manufactured by NM Corp., main component: polycarboxylic acid Complex of acid ether compound and intermolecular cross-linked polymer)

<コンクリートの製造方法>
上記材料を表3に示す配合で練り混ぜた。練り混ぜには100Lパン型強制練りミキサを用い、1バッチの練混ぜ量を75Lとした。
<Concrete production method>
The above materials were kneaded with the formulation shown in Table 3. For mixing, a 100 L pan-type forced mixing mixer was used, and the mixing amount of one batch was 75 L.

<コンクリートのフレッシュ性状>
上記材料を表3に示す配合で練り混ぜたコンクリートについてJIS A 1101−1998「コンクリートのスランプ試験方法」及びJIS A 1118−1997「フレッシュコンクリートの空気量の容積による試験方法」に従って、スランプ及び空気量を測定した。
<吹付け試験>
上記で得られたコンクリートを富士物産社製のコンクリート圧送機「アリバ260」を用いて圧送した。途中で設けた合流混合部の一方より、セメント鉱物系粉末急結剤(太平洋マテリアル社製「ショットマスター」)を日本プライブリコ社製の急結剤添加装置「Qガン」で圧送し、セメント100重量部に対して7重量部の割合で合流混合部において混合し、急結性吹付けコンクリートを調製した。この急結性吹付けコンクリートを3m3/hの吹付け量で3分間、高さ3m×幅5mの模擬トンネルに吹き付けた。
<粉塵量測定方法>
上記模擬トンネルをシートで密閉し、1分毎に吹付け場所より3mの位置で光散乱式デジタル粉塵計(日本カノマックス社製モデル3411)により粉塵量を測定し、測定時間中の測定値(カウント数)の平均値(測定結果/測定時間(分))をCPMとして示し、粉塵低減剤無添加の場合(比較2−1)のカウント数を100としたときの相対値を、相対比として示した。
<圧縮強度>
幅50cm×長さ50cm×高さ20cmの型枠に吹付けコンクリートを吹き付け、コア抜きにより採取して高さを調整した直径5cm×高さ10cmの供試体を3体作製した。供試体を材齢28日まで屋外暴露した後、JIS A 1108−1999「コンクリートの圧縮試験方法」に従って、圧縮強度を測定した。
<Fresh properties of concrete>
About concrete which knead | mixed the said material with the mixing | blending shown in Table 3, according to JIS A 1101-1998 "the slump test method of concrete" and JIS A 1118-1997 "the test method by the volume of the air quantity of fresh concrete", slump and air amount Was measured.
<Blowing test>
The concrete obtained above was pumped using a concrete pumping machine “Ariba 260” manufactured by Fuji Bussan Co., Ltd. From one of the merging and mixing sections provided on the way, cement mineral powder quick setting agent ("Shot Master" manufactured by Taiheiyo Materials Co., Ltd.) is pumped by the quick setting agent addition device "Q Gun" manufactured by Japan Private Co. A rapid setting shot concrete was prepared by mixing in the merging and mixing part at a ratio of 7 parts by weight to the part. This quick setting sprayed concrete was sprayed for 3 minutes at a spraying amount of 3 m 3 / h to a simulated tunnel having a height of 3 m and a width of 5 m.
<Dust measurement method>
The simulated tunnel is sealed with a sheet, and the dust amount is measured with a light scattering digital dust meter (model 3411 manufactured by Nippon Kanomax Co., Ltd.) at a position 3 m from the spraying location every minute, and the measured value during the measurement time (counting) Number) average value (measurement result / measurement time (minutes)) is shown as CPM, and the relative value when the count number is 100 when no dust reducing agent is added (Comparative 2-1) is shown as the relative ratio. It was.
<Compressive strength>
Three specimens having a diameter of 5 cm and a height of 10 cm were prepared by spraying spray concrete onto a formwork having a width of 50 cm, a length of 50 cm, and a height of 20 cm, and collecting the core by core removal. After the specimen was exposed outdoors until the age of 28 days, the compressive strength was measured according to JIS A 1108-1999 “Concrete compression test method”.

Figure 2005154239
Figure 2005154239

Figure 2005154239
Figure 2005154239

上記結果より、実施例1の本発明品5の粉塵低減剤を用いた吹付けコンクリート本発明品は、いずれも少ない添加量でも粉塵の発生が少ないことが認められた。   From the above results, it was confirmed that the shot concrete of the present invention product 5 of Example 1 of the present invention product 5 produced less dust even with a small addition amount.

Claims (2)

2重量%水溶液の粘度が20℃において55000〜100000mPa・sである水溶性セルロースエーテル70〜100重量%、ポリカルボン酸系重合体0〜30重量%未満及び消泡剤0〜10重量%を含有する吹付け工法用粉塵低減剤。   Contains 70 to 100% by weight of water-soluble cellulose ether having a viscosity of 55,000 to 100,000 mPa · s at 20 ° C., 0 to less than 30% by weight of a polycarboxylic acid polymer, and 0 to 10% by weight of an antifoaming agent. Dust reducing agent for spraying method. セメント100重量部に対して0.04〜0.5重量部の請求項1記載の粉塵低減剤及び50〜70重量部の水を含み、細骨材率が55〜75%である吹付けコンクリート。   Shotcrete containing 0.04 to 0.5 parts by weight of the dust reducing agent according to claim 1 and 50 to 70 parts by weight of water and having a fine aggregate ratio of 55 to 75% with respect to 100 parts by weight of cement .
JP2003399105A 2003-11-28 2003-11-28 Dust reducing agent and shotcrete Expired - Fee Related JP3923937B2 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
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JP2007223870A (en) * 2006-02-27 2007-09-06 Denki Kagaku Kogyo Kk Cement composition for spraying and spraying construction method using the same
JP2010180107A (en) * 2009-02-06 2010-08-19 Denki Kagaku Kogyo Kk Spraying material, spraying method, and tunnel structure using the same
JP2011241393A (en) * 2010-05-17 2011-12-01 Dow Chemical Co Cellulose ether composition for drying mortar formulation
JP2017105672A (en) * 2015-12-10 2017-06-15 太平洋マテリアル株式会社 Concrete spray material
JP7456898B2 (en) 2020-09-10 2024-03-27 太平洋マテリアル株式会社 Quick hardening concrete and method for producing quick hardening concrete

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007223870A (en) * 2006-02-27 2007-09-06 Denki Kagaku Kogyo Kk Cement composition for spraying and spraying construction method using the same
JP4672572B2 (en) * 2006-02-27 2011-04-20 電気化学工業株式会社 Cement composition for spraying and spraying method using the same
JP2010180107A (en) * 2009-02-06 2010-08-19 Denki Kagaku Kogyo Kk Spraying material, spraying method, and tunnel structure using the same
JP2011241393A (en) * 2010-05-17 2011-12-01 Dow Chemical Co Cellulose ether composition for drying mortar formulation
EP2388242A3 (en) * 2010-05-17 2014-05-14 Dow Global Technologies LLC Cellulose ether composition for dry mortar formulations
JP2017105672A (en) * 2015-12-10 2017-06-15 太平洋マテリアル株式会社 Concrete spray material
JP7456898B2 (en) 2020-09-10 2024-03-27 太平洋マテリアル株式会社 Quick hardening concrete and method for producing quick hardening concrete

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