JP4567612B2 - Spraying method - Google Patents
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- JP4567612B2 JP4567612B2 JP2006024440A JP2006024440A JP4567612B2 JP 4567612 B2 JP4567612 B2 JP 4567612B2 JP 2006024440 A JP2006024440 A JP 2006024440A JP 2006024440 A JP2006024440 A JP 2006024440A JP 4567612 B2 JP4567612 B2 JP 4567612B2
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- liquid
- curing accelerator
- mist
- liquid curing
- compressed air
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- 238000005507 spraying Methods 0.000 title claims description 33
- 239000007788 liquid Substances 0.000 claims description 147
- 239000011083 cement mortar Substances 0.000 claims description 48
- 239000003595 mist Substances 0.000 claims description 18
- 238000005086 pumping Methods 0.000 claims description 11
- -1 alkali metal salt Chemical class 0.000 claims description 4
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims description 4
- 229910052783 alkali metal Inorganic materials 0.000 claims description 2
- 229910052784 alkaline earth metal Inorganic materials 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 239000000654 additive Substances 0.000 claims 1
- 230000000996 additive effect Effects 0.000 claims 1
- 238000000034 method Methods 0.000 description 10
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000007921 spray Substances 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 230000010349 pulsation Effects 0.000 description 5
- 239000013065 commercial product Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 3
- 238000010998 test method Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 230000002378 acidificating effect Effects 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- LFMQNMXVVXHZCC-UHFFFAOYSA-N 1,3-benzothiazol-2-yl n,n-diethylcarbamodithioate Chemical compound C1=CC=C2SC(SC(=S)N(CC)CC)=NC2=C1 LFMQNMXVVXHZCC-UHFFFAOYSA-N 0.000 description 1
- OWRCNXZUPFZXOS-UHFFFAOYSA-N 1,3-diphenylguanidine Chemical compound C=1C=CC=CC=1NC(=N)NC1=CC=CC=C1 OWRCNXZUPFZXOS-UHFFFAOYSA-N 0.000 description 1
- BVKZGUZCCUSVTD-UHFFFAOYSA-M Bicarbonate Chemical class OC([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-M 0.000 description 1
- 229910002651 NO3 Inorganic materials 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
- IOVCWXUNBOPUCH-UHFFFAOYSA-M Nitrite anion Chemical compound [O-]N=O IOVCWXUNBOPUCH-UHFFFAOYSA-M 0.000 description 1
- 229910000288 alkali metal carbonate Inorganic materials 0.000 description 1
- 150000008041 alkali metal carbonates Chemical class 0.000 description 1
- 229910001860 alkaline earth metal hydroxide Inorganic materials 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 150000002823 nitrates Chemical class 0.000 description 1
- 150000002826 nitrites Chemical class 0.000 description 1
- RAFRTSDUWORDLA-UHFFFAOYSA-N phenyl 3-chloropropanoate Chemical compound ClCCC(=O)OC1=CC=CC=C1 RAFRTSDUWORDLA-UHFFFAOYSA-N 0.000 description 1
- 239000011433 polymer cement mortar Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 125000005624 silicic acid group Chemical class 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 150000003467 sulfuric acid derivatives Chemical class 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は、土木及び建築分野において、主にコンクリート構造物の補修および補強工事に用いられる、セメントモルタルを吹き付ける吹付け工法およびセメントモルタル硬化体に関する。 The present invention relates to a spraying method for spraying cement mortar and a hardened cement mortar, which are mainly used for repairing and reinforcing concrete structures in the civil engineering and construction fields.
コンクリート構造物の補修および補強において、劣化部を除去した後に、新たに耐久性に優れたセメントモルタルで除去した断面を吹付けで修復する断面修復工法が行われている。この断面修復工法は、セメントモルタルの吐出量が１ｍ３／ｈｒ以下である場合が多く、硬化促進剤を併用せずにポリマーセメントモルタルを吹付けるケースが多く、１層あたりの吹付け厚みは天井面で３０ｍｍ程度であり、それ以上の修復厚みの場合は、数層に分けて施工しなければならず施工に長時間を要した。近年、このような欠点を克服した補修吹付け技術として液状硬化促進剤を併用する吹付け材料および工法が開発されている（特許文献１、２）。 In the repair and reinforcement of concrete structures, a cross-section repair method has been performed in which after a deteriorated portion is removed, a new cross-section removed with a cement mortar having excellent durability is repaired by spraying. In this cross-sectional repair method, the amount of cement mortar discharged is often 1 m 3 / hr or less, and in many cases polymer cement mortar is sprayed without using a curing accelerator, and the spray thickness per layer is the ceiling. In the case of a repair thickness of 30 mm or more on the surface, it was necessary to divide the work into several layers, and it took a long time for the work. In recent years, spray materials and methods that use a liquid curing accelerator in combination have been developed as repair spray techniques that overcome these drawbacks (Patent Documents 1 and 2).
本発明は、セメントモルタルの吐出量が小規模の吹付けにおいて、安定した品質のセメントモルタルを供給する吹付け工法およびそれを用いたセメントモルタル硬化体を提供する。 The present invention provides a spraying method for supplying cement mortar having a stable quality when spraying a small amount of cement mortar and a cement mortar hardened body using the spraying method.
すなわち、本発明は、（１）硫酸アルミニウム、アルカリ金属塩およびアルカリ土類金属塩の中から選ばれる少なくとも１つを含有している液体硬化促進剤をミスト状にしてセメントモルタルに添加する吹付け工法において、液体硬化促進剤を貯蔵するタンク、該タンクから送液するためのプランジャー・ダイヤフラム方式の液体ポンプ、送液量を計測するための電磁流量計、および該液体ポンプで送液される液体硬化促進剤と圧縮空気を合流混合させてミスト状にして圧縮空気と共に圧送するためのミスト状液体硬化促進剤製造器を有し、液体硬化促進剤とセメントモルタルの合流混合部の液体硬化促進剤流入管の角度を１０〜９０°とし、電磁流量計で示される送液量が、下記（Ａ）の範囲にあり、かつ、（Ｂ）、（Ｃ）、及び（Ｄ）の全ての条件を満たし、±１５％以内の変動量の送液安定性を有する液体硬化促進剤添加システムを使用することを特徴とする吹付け工法、（Ａ）液体硬化促進剤の送液量が２０〜１５００ｃｍ３／ｍｉｎ、（Ｂ）液体硬化促進剤をミスト状で圧送するとき、圧縮空気の圧力が０．６〜０．８ＭＰａで、圧縮空気流量が０．３〜１．５ｍ３/ｍｉｎ、（Ｃ）ミスト状液体硬化促進剤を圧送するときの圧縮空気流量に対して、合流混合させるセメントモルタルの吐出量が１／５０〜１／２００、（Ｄ）内径１５ｍｍ以内のホースでミスト状液体硬化促進剤を圧送するときの距離が水平距離で３０ｍ以内、である。 That is, the present invention relates to (1) spraying in which a liquid curing accelerator containing at least one selected from aluminum sulfate, alkali metal salts and alkaline earth metal salts is added to cement mortar in the form of mist. In the construction method, a tank for storing a liquid curing accelerator, a plunger / diaphragm type liquid pump for supplying liquid from the tank, an electromagnetic flow meter for measuring the amount of liquid supplied, and liquid supplied by the liquid pump It has a mist-like liquid curing accelerator maker for condensing and mixing the liquid curing accelerator and compressed air into a mist, and pumping it together with the compressed air, and promotes liquid curing in the combined mixing part of the liquid curing accelerator and cement mortar. and angle 10 to 90 ° of the agent inlet pipe, feeding amount indicated by the electromagnetic flow meter, in the range below (a), and, in (B), (C), and (D) Satisfies the condition of Te, spraying method, characterized by using a liquid curing accelerator addition system having a liquid feed stability of variation within 15% ±, the feed rate of (A) a liquid curing accelerator 20-1500 cm 3 / min, (B) When the liquid curing accelerator is pumped in mist, the pressure of compressed air is 0.6-0.8 MPa, and the flow rate of compressed air is 0.3-1.5 m 3 / min. (C) The discharge amount of cement mortar to be mixed and mixed with the flow rate of compressed air when the mist-like liquid curing accelerator is pumped is 1/50 to 1/200, and (D) a hose with an inner diameter of 15 mm or less. The distance when the liquid curing accelerator is pumped is within 30 m in horizontal distance.
本発明の吹付け工法により、安定した品質のセメントモルタルおよびセメントモルタル硬化体が得られる。 By the spraying method of the present invention, stable cement mortar and hardened cement mortar can be obtained.
以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.
本発明で使用するセメントモルタルは、各種要求性能に適合するセメントモルタルであればいずれも使用可能であり、また、ドライミックスセメントモルタルを吹き付ける乾式吹付け材料や、ウェットミックスモルタルを吹き付ける湿式吹付け材料のいずれも吹付け施工に適合したものであれば使用可能である。 The cement mortar used in the present invention can be any cement mortar that meets various required performances. Also, a dry spray material for spraying a dry mix cement mortar or a wet spray material for spraying a wet mix mortar. Any of these can be used as long as they are suitable for spray construction.
本発明で使用する液体硬化促進剤は、セメントモルタルの凝結速度を速める液状の物質であればいずれも使用可能である。例えば、一般に市販されているものが使用でき、酸性の硫酸アルミニウムを主成分とする液体硬化促進剤、アルカリ金属の炭酸塩、アルミン酸塩、硫酸塩、重炭酸塩、硝酸塩、亜硝酸塩、ケイ酸塩等を含有する液体硬化促進剤、アルカリ土類金属の水酸化物、亜硝酸塩、硝酸塩等を含有する液体硬化促進剤等が挙げられ、これらのうち少なくとも１つを含有するものである。 Any liquid curing accelerator can be used as long as it is a liquid substance that accelerates the setting speed of cement mortar. For example, commercially available products can be used, and liquid curing accelerators based on acidic aluminum sulfate, alkali metal carbonates, aluminates, sulfates, bicarbonates, nitrates, nitrites, silicic acids Examples thereof include a liquid curing accelerator containing a salt and the like, a liquid curing accelerator containing an alkaline earth metal hydroxide, a nitrite, a nitrate and the like, and contains at least one of these.
本発明の吹付け工法では、液体硬化促進剤をミスト状にしてセメントモルタルに添加することを特徴とする。通常、セメントモルタルに液体硬化促進剤をそのまま混合する方法を行われているが、液体硬化促進剤をミスト状にして添加することにより、吹付け用の安定した品質のセメントモルタルが得られる。 The spraying method of the present invention is characterized in that the liquid curing accelerator is added to cement mortar in the form of mist. Usually, a method of mixing the liquid curing accelerator as it is with the cement mortar is performed, but by adding the liquid curing accelerator in the form of mist, a stable quality cement mortar for spraying can be obtained.
液体硬化促進剤をミスト状にするシステムは、特に限定されるものではないが、例えば、液体硬化促進剤を貯蔵するタンク、送液するポンプ、送液量を計測する電磁流量計、およびポンプで送液される液体硬化促進剤と圧縮空気を合流混合させてミスト状にして圧縮空気と共に圧送するためのミスト状液体硬化促進剤製造器を有する液体硬化促進剤システムがある。 The system for mist-forming the liquid curing accelerator is not particularly limited. For example, a tank for storing the liquid curing accelerator, a pump for feeding liquid, an electromagnetic flowmeter for measuring the liquid feeding amount, and a pump. There is a liquid curing accelerator system having a mist-like liquid curing accelerator maker for merging and mixing a liquid curing accelerator to be fed and compressed air to form a mist to be pumped together with the compressed air.
液体硬化促進剤を貯蔵するタンクは、施工中に頻繁に継ぎ足ししなくてもいいように適度な容量を有するものが好ましい。貯蔵量は特に限定するものではないが、移動が簡便で狭い場所でもじゃまにならない程度の２０〜７０リットル程度であることが好ましい。また、使用する液体硬化促進剤は酸性領域またはアルカリ性領域であるため、耐薬品性に優れた材質のものを使用する。 The tank for storing the liquid curing accelerator preferably has an appropriate capacity so that it does not need to be frequently added during construction. Although the amount of storage is not particularly limited, it is preferably about 20 to 70 liters, which is easy to move and does not get in the way even in narrow places. Moreover, since the liquid hardening accelerator to be used is an acidic area | region or an alkaline area | region, the thing of the material excellent in chemical resistance is used.
液体硬化促進剤を送液するポンプは、一般的に市販されているものが使用できる。例えば、渦巻、斜流、軸流等の遠心力を利用した遠心式、ギヤー、スクリュー、ベーン等の回転による容積変化を利用した容積回転方式、ピストン、プランジャー・ダイヤフラム、ベロー等の容積往復動方式のポンプが使用できる。ポンプは、脈動を減らすためにデュアル構造にしたり、チャンバーを設けることが好ましい。スクイズ方式のポンプは脈動が多く、送液安定性を満足できない場合が多く、定量性あるいは脈動が少ないという点で容積回転方式や容積往復動式のポンプ、例えば、プランジャー・ダイヤフラム方式のポンプの使用が好ましい。使用するポンプの材質は耐薬品性に優れたものを選定する。
また、ポンプは、インバータ制御等により送液量を可変できるものを使用する。可変範囲は２０〜１５００ｃｍ３／ｍｉｎのものが好ましく、５０〜１０００ｃｍ３／ｍｉｎのものがより好ましい。２０ｃｍ３／ｍｉｎ未満であると本発明の吹付けに使用できるシステムを構築することが難しい場合があり、１５００ｃｍ３／ｍｉｎを超えるとポンプが大型化しコンパクトなシステムにできない場合がある。１ｍ３／ｈｒ以下のセメントモルタルの吐出量であればそれを超える送液能力のポンプは必要ない。
A commercially available pump can be used as the pump for feeding the liquid curing accelerator. For example, centrifugal type using centrifugal force such as spiral, diagonal flow, axial flow, volumetric rotation method using volume change by rotation of gear, screw, vane, etc., volume reciprocating movement of piston, plunger / diaphragm, bellows etc. A pump of the type can be used. The pump preferably has a dual structure or a chamber in order to reduce pulsation. Squeeze type pumps have many pulsations, often failing to satisfy liquid feeding stability, and are quantitative or have little pulsation.For example, pumps of volume rotary type and volume reciprocating type, such as plunger / diaphragm type pumps. Use is preferred. Select a pump material with excellent chemical resistance.
Also, a pump that can vary the amount of liquid fed by inverter control or the like is used. Variable range is preferably intended 20~1500cm 3 / min, it is more preferred 50~1000cm 3 / min. If it is less than 20 cm 3 / min, it may be difficult to construct a system that can be used for spraying of the present invention, and if it exceeds 1500 cm 3 / min, the pump may become large and may not be a compact system. If the amount of cement mortar discharged is 1 m 3 / hr or less, a pump having a liquid feeding capacity exceeding that is not necessary.
送液量を計測する電磁流量計は、一般的に市販されているものが使用でき、送液量を計測し、液体硬化促進剤が適正量セメントモルタルに添加されているか、送液量にばらつきがないかをモニター監視するために設置する。積算カウント機能を有するものを使用することで、１日のセメントモルタル使用量に対する液体硬化促進剤の使用量等も算出でき、施工管理を確実に行うことが可能である。また、液体硬化促進剤の密度を監視プログラムに入力することで質量換算による表示も可能である。 The commercially available electromagnetic flowmeter that measures the amount of liquid to be fed can be used on the market, and the amount of liquid to be fed is measured, and the liquid curing accelerator is added to the cement mortar in an appropriate amount, or the amount of liquid to be fed varies. It is installed to monitor whether there is any. By using the one having an integrated counting function, it is possible to calculate the usage amount of the liquid curing accelerator with respect to the daily usage amount of cement mortar, and it is possible to reliably perform the construction management. Moreover, the display by mass conversion is also possible by inputting the density of a liquid hardening accelerator into the monitoring program.
ミスト状液体硬化促進剤製造器とは、ポンプから送液される液体硬化促進剤と圧縮空気を合流混合させてミスト状にして圧縮空気と共に圧送するためのものであり、圧縮空気と送液される液体硬化促進剤を合流させるための合流配管を施したもので、圧力計、空気流量計、空気流量調整バルブ等で構成されている。 The mist-like liquid curing accelerator maker is for merging and mixing the liquid curing accelerator sent from the pump and compressed air to form a mist and sending it together with the compressed air. This is provided with a junction pipe for merging the liquid curing accelerator, and is composed of a pressure gauge, an air flow meter, an air flow rate adjustment valve, and the like.
以下、図面を用いてさらに詳細に説明する。 Hereinafter, it demonstrates still in detail using drawing.
図１は、液体硬化促進剤添加システムにおける送液システムである。（１）は、液体硬化促進剤を貯蔵するタンクで、バルブ（２）を接続した配管からポンプ（３）を作動させて液体硬化促進剤を吸引する。チャンバー（４）は、液体硬化促進剤を貯留させるもので、このチャンバー（４）に液体硬化促進剤が貯まるに従い加圧され、ほぼ満タンに達するとバルブ（１２）を接続した配管の方へ液体硬化促進剤が加圧送液される。加圧送液された液体硬化促進剤は電磁流量計（７）、圧力計（８）を介して流れ、その時の電気信号を読み取り、制御盤（６）に流量および圧力としてモニター表示される。また、制御盤（６）は、ポンプの動停止スイッチおよびインバータ制御装置を設置することで流量調整も可能である。さらに、制御盤（６）にはリモコン（１０）を取り付けることでポンプの動停止、流量調整を遠隔操作することも可能である。タンク（１）上部には、圧力設定を可変できる安全弁（５）を設け、例えば、１ＭＰａを超える圧力が作用した場合に自動的にタンク（１）に液体硬化促進剤が戻るようにしてある。バルブ（１１）を接続した配管は、本発明のポンプは加圧下で送液する仕組みであるので送液終了時は配管内が加圧されたままの状態となる。従って、洗浄作業等で配管等を分解する際に常圧まで戻すための圧抜き用のリターン配管である。ポンプ送液中は、バルブ（１１）は閉め、バルブ（２）およびバルブ（１２）を開けて送液する。 FIG. 1 shows a liquid feeding system in a liquid curing accelerator addition system. (1) is a tank for storing the liquid curing accelerator, and the pump (3) is operated from the pipe connected to the valve (2) to suck the liquid curing accelerator. The chamber (4) stores a liquid curing accelerator. When the liquid curing accelerator is stored in the chamber (4), the chamber (4) is pressurized. When the chamber (4) is almost full, the pipe is connected to the valve (12). A liquid curing accelerator is fed under pressure. The liquid curing accelerator sent under pressure flows through the electromagnetic flow meter (7) and the pressure gauge (8), reads the electrical signal at that time, and displays it on the control panel (6) as a flow rate and pressure. The control panel (6) can also adjust the flow rate by installing a pump stop switch and an inverter control device. Further, by attaching a remote controller (10) to the control panel (6), it is possible to remotely control the pump stop and flow rate adjustment. In the upper part of the tank (1), a safety valve (5) capable of changing the pressure setting is provided, and for example, when a pressure exceeding 1 MPa is applied, the liquid curing accelerator is automatically returned to the tank (1). The pipe to which the valve (11) is connected has a mechanism in which the pump of the present invention feeds liquid under pressure, so that the inside of the pipe remains pressurized at the end of liquid feeding. Therefore, it is a return pipe for depressurization for returning to normal pressure when the pipe or the like is disassembled in cleaning work or the like. During the pumping, the valve (11) is closed and the valve (2) and the valve (12) are opened to feed the liquid.
図２は、送液されてくるミスト状液体硬化促進剤を製造する配管システムである。バルブ（１３）を接続した配管からは、図１の送液システムから送液される液体硬化促進剤が流入し、バルブ（１４）を接続した配管からはコンプレッサーから導入される圧縮空気が流入する。圧縮空気流入配管側には、施工における吹付け状態をコントロールできるように、圧力計（１５）、空気流量計（１６）、空気流量調整バルブ（１７）が接続されている。図３は、液体硬化促進剤と圧縮空気の合流混合部（１８）で、合流混合部（ａ）のように、ミスト状液体硬化促進剤の進行方向に対し混合部の配管径を大きくすることで流入する圧縮空気中への液体の分散性高め、液体硬化促進剤の流入配管を図のように流入抵抗を低減させる目的で１０〜１２０°に傾斜させた配管構造としたものや、合流混合部（ｂ）にように、ミスト状液体硬化促進剤の進行方向に対し配管径は変えずに、液体硬化促進剤の流入配管を図のように流入抵抗を低減させる目的で１０〜１２０°に傾斜させた配管構造としたものが使用できる。圧縮空気への分散性が高まる点で合流混合部（ａ）のタイプの使用が好ましい。
施工のときは、バルブ（１３）、バルブ（１４）、バルブ（１９）すべてを開けて、流量調整バルブ（１７）で空気流量を調整する。
液体硬化促進剤をミスト状で圧送するときは、コンプレッサーから導入される圧縮空気を使用する。その時のコンプレッサー吐出口の圧縮空気圧力は、通常０．６〜０．８ＭＰａの範囲内であり、圧縮空気流量は、流量調整バルブ（１７）において、０．３〜１．５ｍ３/ｍｉｎとなるように調整する。調整方法は、ミスト状液体硬化促進剤を圧送しながら行う。０．３ｍ３/ｍｉｎ未満であると、良好な分散状態でミスト状液体硬化促進剤を圧送することができない可能性があり、１．５ｍ３/ｍｉｎを超えると、空気流量が多すぎて液状硬化促進剤の混合部での流入抵抗が大きくなり定量的な流入ができない可能性がある。
FIG. 2 is a piping system for producing a mist-like liquid curing accelerator that is fed. From the pipe connected to the valve (13), the liquid curing accelerator fed from the liquid feeding system of FIG. 1 flows, and from the pipe connected to the valve (14), compressed air introduced from the compressor flows. . A pressure gauge (15), an air flow meter (16), and an air flow rate adjustment valve (17) are connected to the compressed air inflow piping side so that the spraying state in construction can be controlled. FIG. 3 shows a merger / mixer (18) of a liquid curing accelerator and compressed air, and, like the merger / mixer (a), the pipe diameter of the mixing unit is increased with respect to the traveling direction of the mist-like liquid curing accelerator. In order to improve the dispersibility of the liquid in the compressed air flowing in, and to reduce the inflow resistance of the inflow piping of the liquid curing accelerator as shown in the figure, it has a piping structure inclined at 10 to 120 °, or confluence mixing As shown in part (b), without changing the pipe diameter with respect to the traveling direction of the mist-like liquid curing accelerator, the inflow pipe of the liquid curing accelerator is set to 10 to 120 ° for the purpose of reducing the inflow resistance as shown in the figure. An inclined pipe structure can be used. The use of the type of the merging and mixing part (a) is preferred in that the dispersibility in compressed air is enhanced.
At the time of construction, all the valves (13), (14) and (19) are opened, and the air flow rate is adjusted by the flow rate adjusting valve (17).
When the liquid curing accelerator is pumped in a mist form, compressed air introduced from a compressor is used. The compressed air pressure at the compressor discharge port at that time is usually in the range of 0.6 to 0.8 MPa, and the compressed air flow rate is 0.3 to 1.5 m 3 / min in the flow rate adjusting valve (17). Adjust as follows. The adjusting method is performed while pumping the mist-like liquid curing accelerator. If it is less than 0.3 m 3 / min, there is a possibility that the mist-like liquid curing accelerator cannot be pumped in a good dispersion state, and if it exceeds 1.5 m 3 / min, the air flow rate is too high to be liquid. There is a possibility that the inflow resistance at the mixing part of the curing accelerator becomes large and quantitative inflow cannot be performed.
図４は、ミスト状液体硬化促進剤添加システムを使用したセメントモルタルの吹付けシステムである。ミスト状液体硬化促進剤は圧送ホース（２０）を通り、ノズル部のシャワーリング管から圧縮空気と共に噴射され、ポンプ圧送されるセメントモルタルと合流混合して吹き付け施工を実施する。
ミスト状液体硬化促進剤を圧送するときの圧縮空気流量に対して、合流混合させるセメントモルタルの吐出量は１／５０〜１／１５０（容積比）となるように調整する。１／５０未満であると、モルタルの吐出量が多すぎて、ミスト状液体硬化促進剤の噴射抵抗が増加しセメントモルタルとの混合性が低下する可能性があり、１／１５０を超えると、モルタルの吐出量が少なすぎて、吹付け作業空間にミストが発生しすぎて作業環境を悪化させる可能性がある。
ミスト状液体硬化促進剤を圧送する配管距離は、内径１５ｍｍ以内のホースを使用した時は３０ｍ以内が好ましい。３０ｍを超えると、圧送に伴う配管抵抗が大きくなりすぎ、液体硬化促進剤の分散性安定性が低下し、ホース内に液状となって滞留する可能性がある。
ミスト状液体硬化促進剤添加システムの送液安定性は、送液量の変動量が±１５％の範囲内であることが好ましい。この範囲外では安定した送液が難しい場合がある。
FIG. 4 is a cement mortar spraying system using a mist-like liquid curing accelerator addition system. The mist-like liquid curing accelerator passes through the pressure feeding hose (20), is sprayed together with the compressed air from the shower ring tube of the nozzle portion, and is mixed and mixed with the cement mortar to be pumped to perform the spraying construction.
The discharge amount of cement mortar to be mixed and mixed is adjusted to 1/50 to 1/150 (volume ratio) with respect to the compressed air flow rate when the mist-like liquid curing accelerator is pumped. If it is less than 1/50, the discharge amount of the mortar is too large, and the spray resistance of the mist-like liquid curing accelerator may increase, and the mixing property with the cement mortar may decrease, and if it exceeds 1/150, There is a possibility that the discharge amount of mortar is too small, and mist is generated in the spraying work space, thereby deteriorating the work environment.
The piping distance for pumping the mist-like liquid curing accelerator is preferably 30 m or less when a hose having an inner diameter of 15 mm or less is used. If it exceeds 30 m, the pipe resistance accompanying the pressure feeding becomes too large, the dispersibility stability of the liquid curing accelerator is lowered, and there is a possibility that the liquid will remain in the hose.
The liquid feeding stability of the mist-like liquid curing accelerator addition system is preferably such that the fluctuation amount of the liquid feeding amount is within a range of ± 15%. Outside this range, stable liquid feeding may be difficult.
以下、実施例に基づき説明する。 Hereinafter, description will be made based on examples.
図１のプランジャー・ダイヤフラム方式の送液ポンプを装備した液体硬化促進剤添加システムに図２のミスト状液体硬化促進剤製造器（図３の合流混合部（ａ）を採用、液体硬化促進剤流入管角度は９０°）を接続し、内径１２ｍｍで圧送距離２０ｍのホースを図４に示すようにノズルに接続した。一方，圧送距離１０ｍのセメントモルタルを圧送するホースをノズルに接続し、圧送されるセメントモルタルとミスト状液体硬化促進剤Ａとを合流混合させ、厚み１５ｃｍで１ｍ2の面積に対し圧縮空気流量を変化させ吹き付け、得られたセメントモルタル硬化体の平均圧縮強度及び圧縮強度変動係数を求めた。この時のミスト状液体硬化促進剤Ａの送液量は３００ｃｍ３/ｍｉｎ、圧縮空気流量に対するモルタル吐出量割合は１／１００、圧縮空気圧力は０．７ＭＰａとした。なお、比較のために、スクイズ方式ポンプを用いて同様な試験を行った場合と、両ポンプを用いて圧縮空気をシャワーリング管の後で導入し、液体硬化促進剤のみをシャワーリング管から非ミスト状で添加する方式で実施した場合も示す。スクイズ方式ポンプを用いた試験では、チャンバー（４）、安全弁に導入する配管、および圧抜き用のリターン配管は除いた。結果を表１に示す。 The liquid curing accelerator addition system equipped with the plunger / diaphragm type liquid feed pump of FIG. 1 adopts the mist-like liquid curing accelerator manufacturing apparatus of FIG. 2 (the confluence mixing part (a) of FIG. The inflow pipe angle was 90 °), and a hose with an inner diameter of 12 mm and a pumping distance of 20 m was connected to the nozzle as shown in FIG. On the other hand, a hose for pumping cement mortar with a pumping distance of 10 m is connected to the nozzle, and the pumped cement mortar and mist-like liquid curing accelerator A are mixed and mixed, and the compressed air flow rate is set to an area of 1 m 2 with a thickness of 15 cm. The average compressive strength and the coefficient of variation of compressive strength of the resulting cement mortar hardened body obtained by changing and spraying were determined. At this time, the liquid supply amount of the mist-like liquid curing accelerator A was 300 cm 3 / min, the mortar discharge rate ratio to the compressed air flow rate was 1/100, and the compressed air pressure was 0.7 MPa. For comparison, when a similar test is performed using a squeeze pump, compressed air is introduced after the shower ring using both pumps, and only the liquid curing accelerator is removed from the shower ring. It also shows the case where it is carried out by adding the mist. In the test using the squeeze pump, the chamber (4), the pipe introduced into the safety valve, and the return pipe for pressure relief were excluded. The results are shown in Table 1.
（使用材料）
セメントモルタル：電気化学工業社製、商品名テクノショットモルタル２５ｋｇと水３．７ｋｇを練り混ぜたもの
液体硬化促進剤Ａ：硫酸アルミニウム濃度２７質量％の水溶液
(Materials used)
Cement mortar: manufactured by Denki Kagaku Kogyo Co., Ltd., kneaded 25 kg of techno shot mortar and 3.7 kg of water Liquid curing accelerator A: aqueous solution having an aluminum sulfate concentration of 27% by mass
（液体硬化促進剤送液ポンプ）
ポンプ（１）：プランジャー・ダイヤフラム方式、市販品
仕様：電源２００Ｖ、吐出能力２０〜１５００ｃｍ３／ｍｉｎ
ポンプ（２）：スクイズ方式、市販品
仕様：電源２００Ｖ、吐出能力１００〜３０００ｃｍ３／ｍｉｎ
（セメントモルタル圧送ポンプ）
スクイズ式モルタルポンプ、市販品
仕様：電源：２００Ｖ、消費電力３．７ＫＷ
（練混ぜ用ミキサー）
パン型ミキサー、市販品
仕様：電源２００Ｖ、消費電力１．０ＫＷ
(Liquid curing accelerator feed pump)
Pump (1): Plunger / diaphragm system, commercial product specifications: 200 V power supply, discharge capacity 20-1500 cm 3 / min
Pump (2): Squeeze method, commercial product specifications: power supply 200V, discharge capacity 100-3000cm 3 / min
(Cement mortar pump)
Squeeze mortar pump, commercial product specifications: Power supply: 200V, Power consumption 3.7KW
(Mixing mixer)
Pan mixer, commercial product specifications: Power supply 200V, power consumption 1.0KW
（試験方法）
空気流量：図２に示す空気流量計（１６）にて計測
平均圧縮強度及び圧縮強度変動係数：厚み１５ｃｍで１ｍ２の面積を吹き付け、１日後にφ５．５ｃｍでコアリングしφ５．５×１１ｃｍに成形した供試体２０本を作製した。２０本すべてにおいて、材齢２日の圧縮強度を測定し平均値を求め、さらに標準偏差を算出し圧縮強度変動係数を求めた。圧縮強度の測定は、ＪＩＳ Ａ １１１８に準拠した。
(Test method)
Air flow rate: measured with an air flow meter (16) shown in FIG. 2 Average compressive strength and coefficient of variation of compressive strength: 1 m 2 area sprayed with a thickness of 15 cm, and coring with φ5.5 cm one day later, φ5.5 × 11 cm Twenty specimens molded into a shape were produced. In all 20 samples, the compressive strength at the age of 2 days was measured to determine the average value, and the standard deviation was calculated to determine the compressive strength variation coefficient. The measurement of compressive strength was based on JIS A1118.
表１より、本発明の吹付け工法によれば、圧縮強度の変動係数が小さい安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 1, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with a small coefficient of variation in compressive strength.
液体硬化促進剤の種類および圧縮空気の空気流量を表２に示すように変え、液体硬化促進剤をミスト状で圧送したときの送液安定性を確認したこと以外は実施例１と同様に行った。本試験は、セメントモルタルを圧送せず（使用せず）にノズルからミスト状液体硬化促進剤を噴射させて実施し、圧縮空気の圧力は０．７ＭＰａとし、プランジャー・ダイヤフラム方式のポンプを用いて液体硬化促進剤の種類を変え、圧力を測定した。結果を表２に示す。 The same procedure as in Example 1 was performed except that the type of liquid curing accelerator and the air flow rate of compressed air were changed as shown in Table 2 and the liquid feeding stability was confirmed when the liquid curing accelerator was pumped in mist form. It was. This test was carried out by spraying a mist-like liquid curing accelerator from the nozzle without pumping (not using) cement mortar, using a plunger / diaphragm pump with a compressed air pressure of 0.7 MPa. Then, the type of the liquid curing accelerator was changed and the pressure was measured. The results are shown in Table 2.
（使用材料）
液体硬化促進剤Ｂ：電気化学工業社製、ナトミックTYPE−Ｌ
液体硬化促進剤Ｃ：２５質量％亜硝酸カルシウム溶液、市販品
(Materials used)
Liquid curing accelerator B: manufactured by Denki Kagaku Kogyo Co., Ltd., Natomic TYPE-L
Liquid curing accelerator C: 25% by mass calcium nitrite solution, commercially available product
（試験方法）
送液量の変動：電磁流量計で表示される送液量の変動幅を計測し、平均送液量に対する変動率を算出した。
圧力：図１に示す圧力計（８）で計測
(Test method)
Variation in liquid feeding amount: The fluctuation range of the liquid feeding amount displayed on the electromagnetic flowmeter was measured, and the variation rate with respect to the average liquid feeding amount was calculated.
Pressure: measured with a pressure gauge (8) shown in FIG.
表２より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 2, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the amount of liquid curing accelerator fed.
ポンプの種類をプランジャー・ダイヤフラム方式またはスクイズ方式とし、実施例１で使用した液体硬化促進剤Ａの送液量を表３に示すように変え、液体硬化促進剤を送液した時の脈動を確認したこと以外は、実施例２と同様に行った。結果を表３に示す。 The type of pump is a plunger / diaphragm type or a squeeze type, and the amount of liquid curing accelerator A used in Example 1 is changed as shown in Table 3, and the pulsation when the liquid curing accelerator is fed is changed. The same operation as in Example 2 was performed except for confirmation. The results are shown in Table 3.
（試験方法）
脈動：図１に示す電磁流量計（７）を通して吐出されてきた状態を目視により観察
(Test method)
Pulsation: Visual observation of the state discharged through the electromagnetic flow meter (7) shown in FIG.
表３より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 3, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the liquid feeding amount of the liquid curing accelerator.
液体硬化促進剤の送液量および圧縮空気の空気流量を表５に示すように変え、実施例３と同様に液体硬化促進剤をミスト状で圧送したときの送液安定性を確認した。結果を表４に示す。 The liquid feeding amount of the liquid curing accelerator and the air flow rate of the compressed air were changed as shown in Table 5, and the liquid feeding stability when the liquid curing accelerator was pumped in a mist form as in Example 3 was confirmed. The results are shown in Table 4.
表４より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 4, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the liquid feeding amount of the liquid curing accelerator.
プランジャー・ダイヤフラム方式のポンプを用い、送液量を３００ｃｍ３／ｍｉｎ、圧縮空気流量を１．０ｍ３／ｍｉｎに設定し、図３に示す合流混合部の種類（（ａ）、（ｂ））および液体硬化促進剤流入管の角度を表５に示すように変えた以外は実施例３と同様に行った。結果を表５に示す。 Using a plunger / diaphragm pump, the liquid feed rate is set to 300 cm 3 / min, the compressed air flow rate is set to 1.0 m 3 / min, and the type of the merging and mixing unit shown in FIG. 3 ((a), (b) ) And the angle of the liquid curing accelerator inflow pipe was changed as shown in Table 5 and was carried out in the same manner as in Example 3. The results are shown in Table 5.
表５より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 5, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the amount of liquid curing accelerator fed.
プランジャー・ダイヤフラム方式のポンプを用いてミスト状液体硬化促進剤製造器の合流混合部（ａ）で流入角度を９０°とし、圧縮空気流量、送液量、およびセメントモルタルの圧縮空気流量に対する吐出量割合（容積比）を表６に示すように変えたときの送液安定性を確認したこと以外は実施例１と同様に行った。使用したセメントモルタルは、市販されている吹付け用断面修復材を使用した。結果を表６に示す。 Using a plunger / diaphragm pump, the inflow angle is set to 90 ° at the confluence mixing section (a) of the mist liquid curing accelerator maker, and the discharge is performed with respect to the compressed air flow rate, liquid feed rate, and cement mortar compressed air flow rate. The same procedure as in Example 1 was performed except that the liquid feeding stability when the amount ratio (volume ratio) was changed as shown in Table 6 was confirmed. As the cement mortar used, a commercially available cross-sectional restoration material for spraying was used. The results are shown in Table 6.
表６より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 6, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the amount of liquid curing accelerator fed.
実施例６の実験No.6-4の条件で、ミスト状液体硬化促進剤の圧送距離を表７に示すように変えた以外は実施例６と同様に行った。結果を表８に示す。 The experiment was performed in the same manner as in Example 6 except that the pumping distance of the mist-like liquid curing accelerator was changed as shown in Table 7 under the conditions of Experiment No. 6-4 in Example 6. The results are shown in Table 8.
表７より、本発明の吹付け工法によれば、液体硬化促進剤の送液量の変動が少なく、安定した品質のセメントモルタルを供給することが可能となることが分かる。 From Table 7, it can be seen that according to the spraying method of the present invention, it is possible to supply cement mortar having a stable quality with little variation in the amount of liquid curing accelerator fed.
本発明の吹付け工法により、安定した品質のセメントモルタルおよびセメントモルタル硬化体が得られ、コンクリート構造物の補修分野等に幅広く適用できる。 By the spraying method of the present invention, stable quality cement mortar and hardened cement mortar can be obtained, which can be widely applied in the field of repairing concrete structures.
Ｂ：圧縮空気
Ｃ：液体硬化促進剤
Ｄ：ミスト状液体硬化促進剤
Ｅ：ノズル
Ｆ：シャワーリング管
Ｇ：セメントモルタル
（１）：液体硬化促進剤の貯蔵タンク
（２）：タンク出口のバルブ
（３）：ポンプ
（４）：チャンバー
（５）：安全弁
（６）：制御盤
（７）：電磁流量計
（８）：圧力計
（９）：ブルドン管方式圧力計
（１０）：リモコン
（１１）：リターン配管のバルブ
（１２）：送液システム吐出口のバルブ
（１３）：液体硬化促進剤流入側バルブ
（１４）：圧縮空気流入側バルブ
（１５）：ブルドン管方式圧力計
（１６）：空気流量計
（１７）：空気流量調整バルブ
（１８）：合流混合部
（１９）：ミスト状液体硬化促進剤吐出口のバルブ
（２０）：ミスト状液体硬化促進剤圧送ホース
B: Compressed air C: Liquid curing accelerator D: Mist-like liquid curing accelerator E: Nozzle F: Showering tube G: Cement mortar
(1): Storage tank for liquid curing accelerator (2): Valve at tank outlet
(3): Pump (4): Chamber (5): Safety valve (6): Control panel (7): Electromagnetic flow meter (8): Pressure gauge (9): Bourdon tube pressure gauge (10): Remote control (11 ): Return piping valve (12): Delivery system discharge port valve (13): Liquid curing accelerator inflow side valve (14): Compressed air inflow side valve (15): Bourdon tube pressure gauge (16): Air flow meter (17): Air flow rate adjustment valve (18): Confluence mixing section (19): Valve of mist liquid curing accelerator discharge port (20): Mist liquid curing accelerator pressure feeding hose
Claims (1)
（Ａ）液体硬化促進剤の送液量が２０〜１５００ｃｍ３／ｍｉｎ
（Ｂ）液体硬化促進剤をミスト状で圧送するとき、圧縮空気の圧力が０．６〜０．８ＭＰａで、圧縮空気流量が０．３〜１．５ｍ３/ｍｉｎ
（Ｃ）ミスト状液体硬化促進剤を圧送するときの圧縮空気流量に対して、合流混合させるセメントモルタルの吐出量が１／５０〜１／２００
（Ｄ）内径１５ｍｍ以内のホースでミスト状液体硬化促進剤を圧送するときの距離が水平距離で３０ｍ以内 Liquid curing accelerator is stored in spraying method in which liquid curing accelerator containing at least one selected from aluminum sulfate, alkali metal salt and alkaline earth metal salt is added to cement mortar in mist form Tank, plunger-diaphragm type liquid pump for feeding from the tank, electromagnetic flow meter for measuring the amount of liquid fed, and liquid curing accelerator and compressed air fed by the liquid pump merge It has a mist-like liquid hardening accelerator manufacturing device for mixing and making it into a mist form and pumping with compressed air, and the angle of the liquid hardening accelerator inflow pipe of the combined mixing portion of the liquid hardening accelerator and cement mortar is 10 to 90. ° the liquid feed amount indicated by the electromagnetic flow meter, in the range below (a), and meet all the conditions of (B), (C), and (D), ± 15 Spraying method, characterized by use within the liquid hardening accelerator additive system having a variation of feeding stability.
(A) The liquid-cure accelerator feed rate is 20-1500 cm 3 / min.
(B) When the liquid curing accelerator is pumped in the form of a mist, the pressure of compressed air is 0.6 to 0.8 MPa, and the flow rate of compressed air is 0.3 to 1.5 m 3 / min.
(C) The discharge amount of cement mortar to be mixed and mixed with respect to the compressed air flow rate when the mist-like liquid curing accelerator is pumped is 1/50 to 1/200.
(D) The distance when pumping the mist-like liquid curing accelerator with a hose with an inner diameter of 15 mm or less is within 30 m in the horizontal distance.
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|---|---|---|---|
| JP2006024440A JP4567612B2 (en) | 2006-02-01 | 2006-02-01 | Spraying method |
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|---|---|---|---|
| JP2006024440A JP4567612B2 (en) | 2006-02-01 | 2006-02-01 | Spraying method |
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|---|---|
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| JP4567612B2 true JP4567612B2 (en) | 2010-10-20 |
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| JP7211737B2 (en) * | 2018-08-31 | 2023-01-24 | 太平洋マテリアル株式会社 | Apparatus and method |
| CN110614344A (en) * | 2019-11-14 | 2019-12-27 | 青岛恒林工业集团股份有限公司 | Device is added to intermittent type formula roller mill liquid material ration |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6223478A (en) * | 1985-07-24 | 1987-01-31 | Ohbayashigumi Ltd | Construction method for spraying concrete |
| JPH04182569A (en) * | 1990-11-16 | 1992-06-30 | Nippon Kensetsu Kikaika Kyokai | Method of mixing accelerator with placed concrete |
| JPH11276939A (en) * | 1998-03-27 | 1999-10-12 | Kenzai Techno Kenkyusho:Kk | Spraying nozzle |
| JP2002137828A (en) * | 2000-11-07 | 2002-05-14 | Denki Kagaku Kogyo Kk | Accelerating agent supply device and supply method |
| JP2003129670A (en) * | 2001-10-22 | 2003-05-08 | Denki Kagaku Kogyo Kk | Spray repair method |
| JP2004168562A (en) * | 2002-11-18 | 2004-06-17 | Denki Kagaku Kogyo Kk | Composition for quick setting admixture, liquid quick-setting admixture, spray material and spray method using the same |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0774545B2 (en) * | 1987-07-27 | 1995-08-09 | 技術資源開発株式会社 | Concrete spraying equipment |
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2006
- 2006-02-01 JP JP2006024440A patent/JP4567612B2/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6223478A (en) * | 1985-07-24 | 1987-01-31 | Ohbayashigumi Ltd | Construction method for spraying concrete |
| JPH04182569A (en) * | 1990-11-16 | 1992-06-30 | Nippon Kensetsu Kikaika Kyokai | Method of mixing accelerator with placed concrete |
| JPH11276939A (en) * | 1998-03-27 | 1999-10-12 | Kenzai Techno Kenkyusho:Kk | Spraying nozzle |
| JP2002137828A (en) * | 2000-11-07 | 2002-05-14 | Denki Kagaku Kogyo Kk | Accelerating agent supply device and supply method |
| JP2003129670A (en) * | 2001-10-22 | 2003-05-08 | Denki Kagaku Kogyo Kk | Spray repair method |
| JP2004168562A (en) * | 2002-11-18 | 2004-06-17 | Denki Kagaku Kogyo Kk | Composition for quick setting admixture, liquid quick-setting admixture, spray material and spray method using the same |
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