JP2010024671A - Spray equipment and spray method for repairing material for concrete - Google Patents

Spray equipment and spray method for repairing material for concrete Download PDF

Info

Publication number
JP2010024671A
JP2010024671A JP2008185532A JP2008185532A JP2010024671A JP 2010024671 A JP2010024671 A JP 2010024671A JP 2008185532 A JP2008185532 A JP 2008185532A JP 2008185532 A JP2008185532 A JP 2008185532A JP 2010024671 A JP2010024671 A JP 2010024671A
Authority
JP
Japan
Prior art keywords
pressurized air
material tank
repair
tank
spraying
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2008185532A
Other languages
Japanese (ja)
Other versions
JP5339805B2 (en
Inventor
Naoki Maruyama
直樹 丸山
Yasuhiko Sakamoto
保彦 坂本
Kinji Matsukawa
欣司 松川
Masami Genbai
正美 元売
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BASF Japan Ltd
West Japan Railway Co
Original Assignee
West Japan Railway Co
BASF Pozzolith Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by West Japan Railway Co, BASF Pozzolith Ltd filed Critical West Japan Railway Co
Priority to JP2008185532A priority Critical patent/JP5339805B2/en
Publication of JP2010024671A publication Critical patent/JP2010024671A/en
Application granted granted Critical
Publication of JP5339805B2 publication Critical patent/JP5339805B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Application Of Or Painting With Fluid Materials (AREA)
  • Nozzles (AREA)
  • Bridges Or Land Bridges (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide spray equipment excellent in mobility suitable for relatively small-scale repair of a concrete structure, and a spray method for a repairing material for concrete, using the spray equipment. <P>SOLUTION: This spray equipment M comprises a material tank 1, a connecting implement 10, a hose 4 fitted with a nozzle 5, and a pressurized air supply device 20 such as an air compressor; and a disc-shaped inner lid 6 composed of a flexible member is arranged on the top surface of the repairing material S housed in the material tank 1. A radial slit directed to a peripheral edge from the center is formed in the inner lid 6. The repairing material is charged into the material tank 1; the material tank 1 is sealed with a lid portion 1B; and subsequently, pressurized air is supplied to a pressurized air introduction port 2 and a pressurized air receiving portion 13a from the pressurized air supply device 20. The repairing material S is pushed out into the connecting implement 10 under the pressure of the pressurized air acting through upper air piping P1, and blown out in an atomized state from a nozzle 5 at the leading end of the hose 4 under the pressure of the pressurized air acting through lower air piping P2, so as to be sprayed on a target construction surface. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、コンクリート構造物の比較的小規模な補修を行なうのに適した機動性に優れる吹き付け装置、及び、これを用いたコンクリート用補修材の吹き付け工法に関する。   The present invention relates to a spraying device excellent in mobility suitable for repairing a concrete structure on a relatively small scale, and a method for spraying a repair material for concrete using the same.

高架橋、鉄道橋、道路橋等のコンクリート構造物において、様々な要因によりコンクリートの一部が劣化し、場合によっては表面部分が剥落する問題が知られている。このようなコンクリートの劣化部分を補修するには、通常、こてを用いて補修材料を劣化部分に適用する左官工法による断面修復やモルタル材料の吹き付けによる断面修復が実施される。   In concrete structures such as viaducts, railway bridges, and road bridges, there is a problem that a part of the concrete is deteriorated due to various factors, and in some cases, the surface part is peeled off. In order to repair such a deteriorated portion of concrete, a cross-section repair by a plastering method in which a repair material is applied to the deteriorated portion using a trowel or a cross-section repair by spraying a mortar material is performed.

断面修復を行なう施工面積が大規模である場合は、足場を組み、圧送ポンプと圧送ホースとでモルタルを施工現場まで搬送し、エアコンプレッサーから送給する圧縮空気を用いて、モルタルをスプレーガンにより補修面に吹き付ける工法が採用される。しかし、施工面積が中規模あるいは小規模の場合や、施工個所が点在する場合には、上記大規模工事の工法は不経済である。そこで、概ね施工面積が4m以下の断面修復に適したコンクリート用補修材の吹き付け装置及び工法が、特許文献1で提案されている。 If the construction area for cross-sectional repair is large, build a scaffold, transport the mortar to the construction site with a pressure pump and a pressure hose, and use compressed air supplied from an air compressor to remove the mortar with a spray gun. A method of spraying on the repair surface is adopted. However, when the construction area is medium or small, or when construction sites are scattered, the construction method for large-scale construction is uneconomical. Therefore, Patent Document 1 proposes a concrete repair material spraying apparatus and method suitable for cross-sectional repair with a construction area of 4 m 2 or less.

特許文献1に記載のコンクリート用補修材吹き付け装置は、一端にノズルを備える筒状体に補修用モルタル材料を充填し、他端から押出手段で加圧することによりモルタル材料をノズルから押し出すと同時に、ノズルに接続した空気管を通じてエアコンプレッサーから送給される圧縮空気でモルタル材料を噴出させ、目標の修復個所に吹き付けるというものである。   The concrete repair material spraying device described in Patent Document 1 is filled with a repairing mortar material in a cylindrical body provided with a nozzle at one end, and at the same time extruding the mortar material from the nozzle by pressing with an extrusion means from the other end, The mortar material is ejected with compressed air supplied from an air compressor through an air pipe connected to a nozzle, and sprayed to a target repair location.

特開2002−316074号公報JP 2002-316074 A

特許文献1に記載される補修材吹き付け装置は、モルタル材料を充填した重量のある筒状体を、作業員が保持した状態で吹き付け施工を行なうものである。そのため、作業員の負担が大きく、また、補修材を的確な位置に吹き付けるのに習熟が必要である。筒状体の寸法及びモルタル充填時の総重量は、作業員が一人で保持できる程度(約4〜5kg)に制限される。具体的には、筒状体の内径60mm長さ400〜500mmであり、モルタル材料の充填可能量は約1.1〜1.4リットルである。従って、一回の補修作業で吹き付け可能なモルタル量は比較的少ないから、所要の補修作業を完了するまでに、モルタル材料を筒状体内へ充填する作業を複数回反復しなくてはならない場合が多く、作業能率が良くないという問題がある。   The repair material spraying device described in Patent Document 1 performs spraying work in a state where an operator holds a heavy tubular body filled with mortar material. For this reason, the burden on the worker is large, and it is necessary to learn to spray the repair material at an appropriate position. The dimensions of the cylindrical body and the total weight when filling the mortar are limited to such an extent that the worker can hold it alone (about 4 to 5 kg). Specifically, the inner diameter of the cylindrical body is 60 mm, the length is 400 to 500 mm, and the amount of mortar material that can be filled is about 1.1 to 1.4 liters. Therefore, since the amount of mortar that can be sprayed in a single repair operation is relatively small, it may be necessary to repeat the work of filling the cylindrical body with mortar material several times before completing the required repair operation. There are many problems that work efficiency is not good.

本発明は、前記従来の問題点を解決するため、作業者への負担が少なく、一回の作業で吹き付け可能な補修材量を多くすることができ、その上、小・中規模の補修作業に好適な機動性を発揮し得るコンクリート用補修材の吹き付け装置及び吹き付け工法を提供する。本発明に係る吹き付け装置の特徴とするところは、請求項1に記載する如く、上部に加圧空気導入口を有し下部に材料吐出口を有する材料タンクと、材料タンクの材料吐出口に連接され途中に加圧空気受入口を有する接続具と、基端部が接続具の材料送出口に接続され先端部にノズルが装着されたホースと、材料タンクの加圧空気導入口及び接続具の加圧空気受入口それぞれに加圧空気を送給する加圧空気供給装置とから構成したことである。   The present invention solves the above-mentioned conventional problems, reduces the burden on the operator, can increase the amount of repairable material that can be sprayed in a single operation, and small and medium-scale repair work A concrete repairing material spraying apparatus and a spraying method capable of exhibiting a suitable mobility are provided. The spraying device according to the present invention is characterized in that, as described in claim 1, a material tank having a pressurized air introduction port at an upper portion and a material discharge port at a lower portion is connected to the material discharge port of the material tank. And a connecting tool having a pressurized air inlet, a hose having a base end connected to the material delivery port of the connecting tool and a nozzle attached to the tip, a pressurized air inlet of the material tank, and a connecting tool. That is, it is composed of a pressurized air supply device that feeds pressurized air to each of the pressurized air receiving ports.

本発明で使用する材料タンクは、鋼鉄・ステンレス鋼・アルミニウム・強化プラスチック等の適度の剛性を有する材質で製作され、所定の内圧(0.5MPa以上。好ましくは1.0MPa以上程度)に耐えうる耐圧性能を備えるものとする。また自立可能とするため、スタンド等の適当な支持手段を付属させることが望ましい。タンク容量は、特に限定されるものではなく、施工態様に応じて適宜決定すればよい。通常は15〜20リットルの範囲とする。加圧空気供給装置は、エアコンプレッサーが代表的であり、その能力は、空気吐出量が毎分400リットル以上、最高使用圧力0.7MPa以上であればよい。   The material tank used in the present invention is made of a material having moderate rigidity such as steel, stainless steel, aluminum, and reinforced plastic, and can withstand a predetermined internal pressure (0.5 MPa or more, preferably about 1.0 MPa or more). It shall have pressure resistance. In order to be able to stand on its own, it is desirable to attach appropriate support means such as a stand. The tank capacity is not particularly limited, and may be appropriately determined according to the construction mode. Usually, the range is 15 to 20 liters. The compressed air supply device is typically an air compressor, and the capacity of the pressurized air supply device is sufficient if the air discharge amount is 400 liters per minute or more and the maximum working pressure is 0.7 MPa or more.

材料タンクとホースとを繋ぐ接続具については、請求項2に記載する如く、材料タンクの材料吐出口に連接される一次側管部と、ホースが接続され材料送出口を含む二次側管部と、加圧空気受入口を含む空気供給管部とから成り、一次側管部に対し二次側管部が90度以下の角度で折曲するように形成され、空気供給管部が二次側管部に対し同軸に接続されている形態とすることが望ましい。   As for the connection device for connecting the material tank and the hose, as described in claim 2, a primary side pipe part connected to the material discharge port of the material tank, and a secondary side pipe part connected to the hose and including the material delivery port And an air supply pipe portion including a pressurized air receiving port, and the secondary side pipe portion is bent at an angle of 90 degrees or less with respect to the primary side pipe portion, and the air supply pipe portion is secondary It is desirable that the side pipe portion be connected coaxially.

また、請求項3に記載する如く、加圧空気供給装置と材料タンクの加圧空気導入口とを連絡する配管の途中、及び、加圧空気供給装置と接続具の加圧空気受入口とを連絡する配管の途中に、空気圧を調節するレギュレータを設けることが望ましい。   In addition, as described in claim 3, in the middle of the piping connecting the pressurized air supply device and the pressurized air inlet of the material tank, and the pressurized air supply port of the pressurized air supply device and the connector It is desirable to provide a regulator for adjusting the air pressure in the middle of the piping to be communicated.

なお、請求項4に記載する如く、材料タンクにおける少なくとも下部側の内表面を、下方へ向かって縮径する円錐形に形成した場合は、可撓性部材により円板状に製作され半径方向のスリットが形成された中蓋を、材料タンク内に収納した吹き付け材料の上面に配置することが望ましい。この中蓋は、タンク内部の補修材を押し出すピストンとして機能するもので、厚さは2〜5mm、好ましくは3mmであり、例えば天然ゴム(NRB)又は合成ゴムで製作される。   If the inner surface of at least the lower side of the material tank is formed in a conical shape with a diameter decreasing downward as described in claim 4, it is manufactured in a disk shape by a flexible member and is formed in the radial direction. It is desirable to arrange the inner lid in which the slit is formed on the upper surface of the spray material stored in the material tank. This inner lid functions as a piston that pushes out the repair material inside the tank, has a thickness of 2 to 5 mm, preferably 3 mm, and is made of, for example, natural rubber (NRB) or synthetic rubber.

本発明が採用するコンクリート用補修材の吹き付け工法の特徴とするところは、請求項5に記載する如く、上部に加圧空気導入口を有し下部に材料吐出口を有する材料タンク内にコンクリート用の補修材を収納し、加圧空気導入口から材料タンク内へ加圧空気を供給することにより、補修材を、材料タンク内から材料吐出口に連接した接続具を介して、ホース内へ押し出すと同時に、押し出された補修材に加圧空気を作用させて、補修材をホース先端から目標物へ向かって吹き付けることである。   The feature of the concrete repair material spraying method adopted by the present invention is that, as described in claim 5, the material tank has a pressurized air inlet at the top and a material outlet at the bottom. The repair material is pushed out from the material tank into the hose through the connection connected to the material discharge port by supplying pressurized air from the pressurized air inlet into the material tank. At the same time, pressurized air is applied to the extruded repair material, and the repair material is sprayed from the hose tip toward the target.

前記工法において、請求項6に記載の如く、材料タンクにおける少なくとも下部側の内表面が下方へ向かって縮径する円錐形に形成される場合は、材料タンク内に収納した吹き付け材料の上面に、可撓性部材により円板状に製作され半径方向のスリットを形成した中蓋を配置し、加圧空気導入口から材料タンク内へ供給した加圧空気により中蓋を介して補修材を材料タンク内から押し出すにあたり、材料タンクにおける内表面が円錐形の部分を中蓋が下降するときは、内表面の縮径に合わせて中蓋におけるスリットを挟む部分を重合させることにより、中蓋を円錐形に変形させる態様を採用するとよい。   In the construction method, as described in claim 6, when the inner surface of at least the lower side of the material tank is formed in a conical shape whose diameter is reduced downward, on the upper surface of the spray material stored in the material tank, An inner lid made of a flexible member in the shape of a disk and formed with a slit in the radial direction is arranged, and the repair material is supplied through the inner lid by the pressurized air supplied from the pressurized air inlet into the material tank. When pushing out from the inside, when the inner lid descends the conical part of the inner surface of the material tank, the inner lid is conically shaped by polymerizing the part sandwiching the slit in the inner lid in accordance with the reduced diameter of the inner surface. It is advisable to adopt a mode of deforming to.

請求項1に記載の本発明に係る吹き付け装置、及び、請求項5に記載する吹き付け工法は、材料タンクに収納した補修材を、タンク上部の加圧空気導入口から供給する加圧空気により、接続具を介しホース内へ押し出すと同時に、押し出された補修材に接続具の加圧空気受入口を通じて加圧空気を作用させることにより、ホース先端のノズルから補修材を吹き出させるものである。
本発明では、補修材を収納するタンク部分とノズル部分とを、接続具を介しホースで接続する構造としたので、作業員は軽量なノズル部分だけを保持すればよい。従って、作業員に対する肉体的な負担が少なくなる。また熟練を要せずとも、補修材を施工面の目標位置へ吹き付けるのが容易になるから、的確な断面修復作業を実施できる。
材料タンクをノズルと分離したことにより、材料タンクを据え置き型に出来るから、タンク容量を大きくすることが可能である。従って、所定の施工面積を補修するにあたり、補修材の充填回数を少なくでき、あるいは補修材の補充作業を不要にできるので、作業能率が向上する。
接続具に加圧空気受入口を設け、ホース内の補修材に加圧空気を作用させる構造としたので、ホース内の補修材を押し出してほとんど残存させることがない。
加圧空気を用いて、補修材を材料タンクからホースへ押し出す構造としたので、動力源としてはエアコンプレッサー等の加圧空気供給装置だけを準備すればよく、補修材の圧送ポンプが不要であるから、構成が簡単である。なお、エンジン式のエアコンプレッサーを使用すれば、電源も不要にできる。
材料タンクと加圧空気供給装置との連絡は耐圧チューブ等の変形可能な部材でなされるから、材料タンク及び加圧空気供給装置をそれぞれ別個に適当個所へ設置することが可能である。従って、材料タンクを補修現場近くに設置して、材料タンクとノズルとを連絡するホースの長さを短く(1〜2m程度)することができる。これにより、ホース洗浄の手間を軽減できる。
さらに、補修現場近くには材料タンクだけを設置すればよいから、補修個所が点在するときには、材料タンクだけを移動させればよいので、優れた機動性を発揮する。
The spraying device according to the first aspect of the present invention and the spraying method according to the fifth aspect include the repairing material stored in the material tank by the pressurized air supplied from the pressurized air inlet at the top of the tank, At the same time as pushing out into the hose through the connecting tool, the repairing material is blown out from the nozzle at the tip of the hose by applying pressurized air to the extruded repairing material through the pressurized air receiving port of the connecting tool.
In the present invention, since the tank portion for storing the repair material and the nozzle portion are connected by a hose through the connection tool, the worker only needs to hold the lightweight nozzle portion. Therefore, the physical burden on the worker is reduced. Further, it is easy to spray the repair material to the target position on the construction surface without requiring skill, so that an accurate cross-section repair work can be performed.
By separating the material tank from the nozzle, the material tank can be a stationary type, so that the tank capacity can be increased. Therefore, when repairing a predetermined construction area, the number of times the repair material is filled can be reduced, or the replenishment work of the repair material can be eliminated, so that the work efficiency is improved.
Since the connection tool is provided with a pressurized air receiving port so that pressurized air acts on the repair material in the hose, the repair material in the hose is pushed out and hardly remains.
Since it is structured to push out the repair material from the material tank to the hose using pressurized air, it is only necessary to prepare a pressurized air supply device such as an air compressor as the power source, and no pressure pump for the repair material is required. Therefore, the configuration is simple. If an engine type air compressor is used, a power source can be eliminated.
Since the communication between the material tank and the pressurized air supply device is made by a deformable member such as a pressure-resistant tube, the material tank and the pressurized air supply device can be separately installed at appropriate locations. Therefore, the length of the hose connecting the material tank and the nozzle can be shortened (about 1 to 2 m) by installing the material tank near the repair site. Thereby, the trouble of hose cleaning can be reduced.
Furthermore, since only the material tank needs to be installed near the repair site, when the repair points are scattered, only the material tank needs to be moved, so that excellent mobility is exhibited.

請求項2に記載する如く、接続具の二次側管部を、一次側管部に対し90度以下の角度で折曲するよう形成すると共に、空気供給管部を二次側部分に対し同軸に接続することにより、補修材が空気供給管部を通過しない構造となるので、空気供給管部の目詰まりが完全に防止される。また、二次側管部を、一次側管部に対し90度以下の角度で折曲したから、二次側管部の先端が水平方向又は水平方向より上を向くこととなり、ホースの有効長を増加できる。   According to a second aspect of the present invention, the secondary side pipe portion of the connector is formed to be bent at an angle of 90 degrees or less with respect to the primary side pipe portion, and the air supply pipe portion is coaxial with the secondary side portion. Since the repair material does not pass through the air supply pipe part by being connected to, clogging of the air supply pipe part is completely prevented. Moreover, since the secondary side pipe part is bent at an angle of 90 degrees or less with respect to the primary side pipe part, the tip of the secondary side pipe part is directed horizontally or above the horizontal direction, and the effective length of the hose Can be increased.

請求項3に記載する如く、加圧空気供給装置と材料タンクの加圧空気導入口とを連絡する配管の途中、及び、加圧空気供給装置と接続具の加圧空気受入口とを連絡する配管の途中にレギュレータを設けることにより、加圧空気供給装置が圧力変動したり、補修材の軟らかさが増減したりした場合でも、これらの影響を排除して、補修材の吐出状態を安定させることができる。また、加圧空気供給装置の供給圧力が大きい場合、そのままでは補修材の吹き付け圧力が強く吐出速度が大きくなりすぎるが、レギュレータによって、これを適度な作用圧力まで低減し、補修作業の内容に適した吐出速度に調整することが可能である。   According to a third aspect of the present invention, in the middle of the piping connecting the pressurized air supply device and the pressurized air introduction port of the material tank, and between the pressurized air supply device and the pressurized air receiving port of the connector. By providing a regulator in the middle of the piping, even if the pressure of the pressurized air supply device fluctuates or the softness of the repair material increases or decreases, these effects are eliminated and the discharge state of the repair material is stabilized. be able to. In addition, if the supply pressure of the pressurized air supply device is large, the spray pressure of the repair material is too strong and the discharge speed becomes too high as it is, but this is reduced to an appropriate working pressure by a regulator and is suitable for the content of the repair work. The discharge speed can be adjusted.

請求項4に記載する如く、材料タンクにおける少なくとも下部側の内表面が下方へ向かって縮径する円錐形に形成された場合において、可撓性部材により円板状に製作された中蓋を材料タンク内に収納した吹き付け材料の上面に配置することにより、材料タンクに作用させた加圧空気の押圧力を、中蓋を介して、補修材に均一に作用させることができる。このため、補修材の吐出状態が安定する。
加圧空気を材料タンクに作用させて補修材を押し出すのに合わせて、中蓋もタンク内を下降する。そして、中蓋には半径方向のスリットを形成したから、請求項6に記載する如く、中蓋は、タンクの円錐形部分を下降するとき、内表面の縮径に合わせてスリットを挟む部分が重合し、円錐形に変形する。その結果、中蓋による補修材の押し出しが確実になり、補修材のタンク残量を低減することができる。
When the inner surface of at least the lower side of the material tank is formed in a conical shape whose diameter is reduced downward as described in claim 4, an inner lid made in a disk shape by a flexible member is used as a material. By arranging on the upper surface of the spray material stored in the tank, the pressing force of the pressurized air applied to the material tank can be applied uniformly to the repair material via the inner lid. For this reason, the discharge state of the repair material is stabilized.
As the pressurized air is applied to the material tank to push out the repair material, the inner lid also descends in the tank. And since the slit in the radial direction was formed in the inner lid, as described in claim 6, when the inner lid descends the conical portion of the tank, the portion sandwiching the slit in accordance with the reduced diameter of the inner surface Polymerizes and transforms into a cone. As a result, the repair material is reliably pushed out by the inner lid, and the remaining amount of the repair material tank can be reduced.

図1に本発明に係る吹き付け装置Mの概略構成を示す。この吹き付け装置Mは、セメントモルタル等のコンクリート用補修材Sを修復の必要な個所へ吹き付けるためのものであって、補修材Sを収納する材料タンク1、材料タンク1下部の材料吐出口3に連接される接続具10、基端部が接続具10の材料送出口12aに接続され先端部にノズル5を装着したホース4、材料タンク1及び接続具10それぞれに加圧空気を送給するエアコンプレッサー等の加圧空気供給装置20から構成される。材料タンク1内に収納した補修材Sの上面には、ゴム等の可撓性部材により製作された薄い円板状の中蓋6が配置される。中蓋6には、中心から周縁部に向かう半径方向のスリットを形成してある。   FIG. 1 shows a schematic configuration of a spraying apparatus M according to the present invention. This spraying device M is for spraying a repair material S for concrete, such as cement mortar, to a portion that needs to be repaired. The material tank 1 for storing the repair material S and the material discharge port 3 below the material tank 1 Connected connector 10, air that feeds pressurized air to hose 4, material tank 1, and connector 10 each having a base end connected to material delivery port 12 a of connector 10 and having nozzle 5 attached to the tip. It is composed of a pressurized air supply device 20 such as a compressor. A thin disk-shaped inner lid 6 made of a flexible member such as rubber is disposed on the upper surface of the repair material S stored in the material tank 1. The inner lid 6 is formed with a radial slit from the center toward the peripheral edge.

図2に示す如く、材料タンク1は、本体部1Aと、本体部1Aの上部開口を開閉可能に閉止する蓋部1Bとから構成され、本体部1Aは、円筒状の円筒部a1と、下方へ向かって縮径する円錐形状の円錐部a2とから成っている。蓋部1Bには、加圧空気を導入するための加圧空気導入口2が設けられ、この加圧空気導入口2に、加圧空気供給装置20と連絡する上部空気配管P1が接続される。上部空気配管P1の途中には、空気圧を調節するためのレギュレータR1,ストップ弁V1,開放弁V2、及びリリーフ弁V3が設けられ、さらにレギュレータR1と、開放弁V2の一次側とには、圧力ゲージG1,G2が取り付けられる。   As shown in FIG. 2, the material tank 1 includes a main body 1A and a lid 1B that closes an upper opening of the main body 1A so that the upper opening can be opened and closed. The main body 1A includes a cylindrical part a1 and a lower part. It consists of a cone-shaped cone part a2 whose diameter decreases toward the top. The lid portion 1B is provided with a pressurized air introduction port 2 for introducing pressurized air, and an upper air pipe P1 communicating with the pressurized air supply device 20 is connected to the pressurized air introduction port 2. . A regulator R1, a stop valve V1, an open valve V2, and a relief valve V3 for adjusting the air pressure are provided in the middle of the upper air pipe P1, and a pressure is provided between the regulator R1 and the primary side of the open valve V2. Gauges G1 and G2 are attached.

材料タンク1の本体部1A(円錐部a2)の下端には、補修材Sを送り出す材料吐出口3が形成され、材料吐出口3に接続具10が連接される。接続具10は、材料吐出口3に接続される一次側管部11と、一次側管部11に対しほぼ直角に折曲形成した二次側管部12と、二次側管部12に対し同軸に接続した空気供給管部13とから成る。本例では、一次側管部11と二次側管部12との接続部分Qを、円弧状に湾曲する形態とした。なお一次側管部11と二次側管部12とのなす角度は、90度より小さくてもよい。一次側管部11の途中には、ボールバルブ等の開閉弁V4が設けられ、必要に応じてレバー14を操作することにより、材料タンク1から接続具10内への補修材の流入を制御することができる。また空気供給管部13の加圧空気受入口13aにも、レバー15で必要に応じ管路を開閉操作するためのストップ弁V5が設けられる。二次側管部12の材料送出口12aにはホース4が接続される。空気供給管部13の加圧空気受入口13aには、加圧空気供給装置20と連絡する下部空気配管P2が接続される。下部空気配管P2の途中には、圧力ゲージG3を備えた空気圧調整用のレギュレータR2が設けられる。また、二次側管部12と、空気供給管部13とを分割可能とすれば、内部の清掃を簡単にすることができる。   A material discharge port 3 for feeding the repair material S is formed at the lower end of the main body portion 1A (cone portion a2) of the material tank 1, and the connector 10 is connected to the material discharge port 3. The connector 10 includes a primary side pipe part 11 connected to the material discharge port 3, a secondary side pipe part 12 bent at a substantially right angle with respect to the primary side pipe part 11, and a secondary side pipe part 12. It consists of the air supply pipe part 13 connected coaxially. In this example, the connection part Q between the primary side pipe part 11 and the secondary side pipe part 12 is configured to be curved in an arc shape. The angle formed between the primary side pipe part 11 and the secondary side pipe part 12 may be smaller than 90 degrees. An on-off valve V4 such as a ball valve is provided in the middle of the primary side pipe portion 11, and the inflow of the repair material from the material tank 1 into the connector 10 is controlled by operating the lever 14 as necessary. be able to. Further, a stop valve V <b> 5 for opening and closing the pipeline as needed by the lever 15 is also provided at the pressurized air receiving port 13 a of the air supply pipe unit 13. The hose 4 is connected to the material delivery port 12a of the secondary side pipe portion 12. A lower air pipe P <b> 2 communicating with the pressurized air supply device 20 is connected to the pressurized air receiving port 13 a of the air supply pipe unit 13. In the middle of the lower air pipe P2, an air pressure adjusting regulator R2 having a pressure gauge G3 is provided. Moreover, if the secondary side pipe part 12 and the air supply pipe part 13 can be divided | segmented, internal cleaning can be simplified.

材料タンク1における本体部1Aと蓋部1Bとの間には、蓋部1Bを本体部1Aに対し気密的に固定するための締結手段7が設けられる。この締結手段7は、例えば図3(A)(B)に示すような構造が考えられる。ロッド7aの一端部を本体部1Aのブラケット8にピン7bで回動自在に枢支し、他端部にハンドル7cと、ロッド7aに螺子嵌合させたストッパー7dとを設ける。また本体部1A及び蓋部1Bそれぞれには、接合部に臨んでフランジf1,f2が設けられる。蓋部1Bを取り外し可能とする時には、図3(A)に示す如く、締結手段7のロッド7aが、ピン7bから下方へ垂れ下がった状態とする。蓋部1Bを本体部1Aへ固定する時には、図3(B)に示すように、ロッド7aを上方へ起立回動させて、蓋部1Bに設けた受け部9内に挿入したのち、ハンドル7cを回転操作することにより、ストッパー7dを受け部9上面に押しつける。これにより、本体部1Aと蓋部1Bは、フランジf1,f2どうしが圧接されて、気密的に接合される。   Fastening means 7 is provided between the main body 1A and the lid 1B in the material tank 1 for airtightly fixing the lid 1B to the main body 1A. The fastening means 7 may have a structure as shown in FIGS. 3A and 3B, for example. One end of the rod 7a is pivotally supported on the bracket 8 of the main body 1A by a pin 7b, and a handle 7c and a stopper 7d screwed to the rod 7a are provided on the other end. Each of the main body 1A and the lid 1B is provided with flanges f1 and f2 facing the joint. When the lid 1B can be removed, the rod 7a of the fastening means 7 is in a state of hanging downward from the pin 7b as shown in FIG. When fixing the lid portion 1B to the main body portion 1A, as shown in FIG. 3B, the rod 7a is erected upward and inserted into the receiving portion 9 provided on the lid portion 1B, and then the handle 7c. The stopper 7d is pressed against the upper surface of the receiving portion 9 by rotating the. As a result, the main body 1A and the lid 1B are joined in an airtight manner by pressing the flanges f1 and f2 together.

接続具10の二次側管部12に接続したホース4の先端に装着されるノズル5は、例えば図5に示すように、先細り状のノズル本体部5aを、袋ナット5bとアタッチメント5cとを用いてホース4先端部に固定する構造が考えられる。ノズル本体部5aは、合成樹脂で製作され、先端部の口径は5〜10mm程度とする。但し、これら材質や数値は、使用する吹き付け材料の状態や物性に合わせて適宜変更が可能である。   For example, as shown in FIG. 5, the nozzle 5 attached to the tip of the hose 4 connected to the secondary side pipe portion 12 of the connection tool 10 includes a tapered nozzle body portion 5 a and a cap nut 5 b and an attachment 5 c. A structure that is used and fixed to the tip of the hose 4 can be considered. The nozzle body 5a is made of synthetic resin, and the diameter of the tip is about 5 to 10 mm. However, these materials and numerical values can be appropriately changed according to the state and physical properties of the spray material used.

前記の如く構成された本発明に係る吹き付け装置Mによるコンクリート用補修材の吹き付け工法は、以下の如く実施される。
(前処理工程)
コンクリート構造物における断面修復が必要な個所へ補修材を吹き付け施工するに先立ち、ハツリ作業を行なってコンクリートの劣化部分・不良部分を除去する。しかる後、必要に応じ、プライマーをスプレー、ローラ、ブラシ等により塗布する。さらに修復個所に鉄筋が露出している場合は、浮き錆や汚れを除去したのち、防錆剤処理を施すことが望ましい。
The concrete repairing material spraying method by the spraying apparatus M according to the present invention configured as described above is performed as follows.
(Pretreatment process)
Prior to spraying the repair material on the part of the concrete structure where cross-section repair is required, the chipping work is performed to remove the deteriorated or defective parts of the concrete. Thereafter, a primer is applied by spray, roller, brush, or the like, if necessary. Furthermore, when the reinforcing bar is exposed at the repaired part, it is desirable to remove the floating rust and dirt and then apply a rust preventive treatment.

(補修材の調整)
次に、補修材を水と混練する。補修材の軟らかさは、施工時の気温や施工面の状態に基づき設定する。通常は、ミニスランプ値(JIS A 1171:2000「ポリマーセメントモルタルの試験方法」6.2スランプ試験による)が概ね30〜100mmの範囲内で用いるのが好ましい。
(Adjustment of repair materials)
Next, the repair material is kneaded with water. The softness of the repair material is set based on the temperature during construction and the condition of the construction surface. Usually, it is preferable to use a mini slump value (according to JIS A 1171: 2000 “Testing Method for Polymer Cement Mortar” 6.2 Slump Test) in a range of approximately 30 to 100 mm.

(吹き付け装置の準備)
水と混練した補修材Sを、材料タンク1内へ投入し、その上面に中蓋6を配置した後、蓋部1Bで密閉する。この材料タンク1を、施工現場付近の適当個所に設置し、蓋部1Bの加圧空気導入口2と、接続具10の加圧空気受入口13aとに、空気配管P1,P2を接続する。また、接続具10の材料送出口12aにホース4を接続する。
(Preparation of spraying device)
The repair material S kneaded with water is put into the material tank 1 and the inner lid 6 is disposed on the upper surface thereof, and then sealed with the lid portion 1B. The material tank 1 is installed at an appropriate location near the construction site, and the air pipes P1, P2 are connected to the pressurized air inlet 2 of the lid 1B and the pressurized air inlet 13a of the connector 10. Further, the hose 4 is connected to the material delivery port 12a of the connector 10.

(吹き付け作業)
上部空気配管P1のストップ弁V1、並びに、接続具10の開閉弁V4及びストップ弁V5を閉じた状態で、エアコンプレッサー等の加圧空気供給装置20を起動させ、加圧空気を材料タンク1及び接続具10へ供給する。加圧空気の作用圧力はレギュレータR1,R2により設定することができ、実用的には0.3〜0.4MPaの範囲とする。但し、接続具10側のレギュレータR2の圧力値を、蓋部1B側のレギュレータR1の圧力値より低くならないように設定した方が、結果が良好になる傾向が見られる。圧力の設定が終了したら、上部空気配管P1のストップ弁V1及び接続具10のストップ弁V5を開き、材料タンク1内と、接続具10の二次側管部12及び空気供給管部13とに加圧空気が作用する状態にしたのち、接続具10の開閉弁V4を開く。これにより、材料タンク1内の補修材Sが、上部空気配管P1を通じ中蓋6を介して作用する加圧空気の圧力により、材料吐出口3から接続具10内へ押し出される。そして、接続具10内へ押し出された補修材Sは、下部空気配管P2を通じて作用する加圧空気の圧力により、ホース4へ送り出され、ノズル5先端から霧状に噴出して、目標の施工面へ吹き付けられる。
(Blowing work)
With the stop valve V1 of the upper air pipe P1 and the on-off valve V4 and the stop valve V5 of the connector 10 closed, the pressurized air supply device 20 such as an air compressor is started to supply the pressurized air to the material tank 1 and Supply to connector 10. The working pressure of the pressurized air can be set by the regulators R1 and R2, and is practically in the range of 0.3 to 0.4 MPa. However, the result tends to be better when the pressure value of the regulator R2 on the connector 10 side is set not to be lower than the pressure value of the regulator R1 on the lid 1B side. When the pressure setting is completed, the stop valve V1 of the upper air pipe P1 and the stop valve V5 of the connection tool 10 are opened, and the material tank 1 and the secondary side pipe part 12 and the air supply pipe part 13 of the connection tool 10 are opened. After making the pressurized air act, the on-off valve V4 of the connector 10 is opened. As a result, the repair material S in the material tank 1 is pushed out from the material discharge port 3 into the connector 10 by the pressure of the pressurized air acting through the upper lid 6 and the inner lid 6. Then, the repair material S pushed out into the connector 10 is sent to the hose 4 by the pressure of the pressurized air acting through the lower air pipe P2, and ejected in a mist form from the tip of the nozzle 5, so that the target construction surface To be sprayed.

本例では、接続具10の開閉弁V4を開いて補修材Sを接続具10内へ導入させるときに、空気供給管部13に予め加圧空気を作用させている。しかも空気供給管部13と二次側管部12とを同軸に形成したことにより、加圧空気が、二次側管部12に対し、流路の上流側から作用する構造となっている。従って、補修材Sが空気供給管部13内へ流入するおそれがなく、下部空気配管P2と接続具10との接続部が補修材Sで目詰まりを起こすという問題は完全に回避される。   In this example, when the opening / closing valve V4 of the connection tool 10 is opened and the repair material S is introduced into the connection tool 10, pressurized air is applied to the air supply pipe portion 13 in advance. Moreover, since the air supply pipe part 13 and the secondary side pipe part 12 are formed coaxially, the pressurized air acts on the secondary side pipe part 12 from the upstream side of the flow path. Therefore, there is no possibility that the repair material S flows into the air supply pipe portion 13, and the problem that the connection portion between the lower air pipe P2 and the connector 10 is clogged with the repair material S is completely avoided.

(終了処理)
所要の吹き付け作業が終わったならば、接続具10の開閉弁V4を閉じて、補修材Sの材料タンク1からの流出を停止させたのち、上部空気配管P1の圧力、及び、下部空気配管P2の圧力を降下させる。下部空気配管P2の圧力を降下させる前に、接続具10の開閉弁V4を閉じることにより、接続具10及びホース4内に残留する補修材Sをノズル5から排出することができるので、補修作業終了後の接続具10及びホース4の洗浄作業が簡単になる。また、補修作業を途中で一時中断するときも、接続具10及びホース4内から補修材Sを排除できるから、作業再開時に行なう接続具10及びホース4の洗浄作業を簡単にできる。
(End processing)
After the required spraying operation is completed, the on-off valve V4 of the connector 10 is closed to stop the outflow of the repair material S from the material tank 1, and then the pressure of the upper air pipe P1 and the lower air pipe P2 Reduce the pressure. The repair material S remaining in the connector 10 and the hose 4 can be discharged from the nozzle 5 by closing the on-off valve V4 of the connector 10 before the pressure in the lower air pipe P2 is lowered. The cleaning operation of the connector 10 and the hose 4 after the completion is simplified. In addition, when the repair work is temporarily interrupted, the repair material S can be removed from the connection tool 10 and the hose 4, so that the cleaning work of the connection tool 10 and the hose 4 performed when the work is resumed can be simplified.

(中蓋の作用)
図5(A)に示す如く、材料タンク1内に収納した補修材Sの上面に中蓋6を配置することにより、上部空気配管P1を通じて供給される加圧空気の圧力を、補修材Sの表面に均一に作用させることができるから、補修材Sの押し出し効率が良好になる。
補修材Sの吹き付け作業を実行するに従い、材料タンク1内の補修材Sの貯留量が減少するが、材料タンク1の下部側は円錐形状となっているため、中蓋6が変形しないとすると、補修材Sの上面が円錐部a2の上端よりも下がったときには、中蓋6と補修材Sとの密着度が低下して、補修材Sの押し出し効率が悪くなる。しかるに本発明では、中蓋6に半径方向のスリット6aを形成したので、図5(B)に示す如く、中蓋6が材料タンク1の円錐部a1の上端よりも下降するときは、タンク内表面の縮径に合わせて、中蓋6におけるスリット6aを挟む部分6bが重なり合うことにより、中蓋6が円錐形に変形する。
図5(C)に示すように、中蓋6が下降するほど、重なり合う部分6bの割合は大きくなり、やがて中蓋6は、補修材Sのほとんどを材料タンク1から排出すると共に、円錐部a1にほぼ等しい頂角の円錐形状に達する。このような中蓋6の作用により、補修材Sの上面が円錐部a1の上端以下となったときでも、補修材Sの押し出し効率を良好に保つことができる。
(Inner lid action)
As shown in FIG. 5A, by placing the inner lid 6 on the upper surface of the repair material S accommodated in the material tank 1, the pressure of the pressurized air supplied through the upper air pipe P1 is reduced. Since the surface can be made to act uniformly, the extrusion efficiency of the repair material S is improved.
As the repair material S is sprayed, the storage amount of the repair material S in the material tank 1 decreases. However, since the lower side of the material tank 1 has a conical shape, the inner lid 6 is not deformed. When the upper surface of the repair material S is lower than the upper end of the conical portion a2, the degree of adhesion between the inner lid 6 and the repair material S is reduced, and the extrusion efficiency of the repair material S is deteriorated. However, in the present invention, since the slit 6a in the radial direction is formed in the inner lid 6, when the inner lid 6 descends from the upper end of the conical portion a1 of the material tank 1 as shown in FIG. The inner lid 6 is deformed into a conical shape by overlapping the portion 6b sandwiching the slit 6a in the inner lid 6 in accordance with the reduced diameter of the surface.
As shown in FIG. 5 (C), as the inner lid 6 is lowered, the ratio of the overlapping portions 6b is increased. Eventually, the inner lid 6 discharges most of the repair material S from the material tank 1, and the conical portion a1. A cone shape with an apex angle approximately equal to is reached. By such an action of the inner lid 6, even when the upper surface of the repair material S becomes equal to or lower than the upper end of the conical portion a1, the extrusion efficiency of the repair material S can be kept good.

次のような条件で、コンクリート用補修材の吹き付け実験を行なった。
(吹き付け装置)
・材料タンク
高さ600mm/円錐部高さ202mm/最大内径254mm/容量16.5リットル/鋼鉄製/肉厚6mm
・中蓋
直径240mm/厚さ3mm/天然ゴム製
・加圧空気供給装置(エアコンプレッサー)
出力307kw/空気吐出量 毎分400リットル/最大使用圧力0.99MPa
An experiment for spraying a repair material for concrete was performed under the following conditions.
(Blowing device)
・ Material tank height 600mm / cone height 202mm / maximum inner diameter 254mm / capacity 16.5 liters / steel / wall thickness 6mm
・ Inner lid diameter 240mm / Thickness 3mm / Natural rubber ・ Pressurized air supply device (air compressor)
Output 307 kw / air discharge rate 400 liters per minute / maximum operating pressure 0.99 MPa

(コンクリート用補修材)
・BASFポゾリス株式会社製 ポリマーセメント系断面修復材「エマコS99P」
・調整方法
容量約20リットルのペール缶に、目標ミニスランプ値に応じて計量した練り混ぜ水を入れ、ハンドミキサで撹拌しながら補修材1袋(25kg)を徐々に投入し、全量投入後、2分間練り混ぜた。
(Repair material for concrete)
・ BASF Pozzolith Co., Ltd. polymer cement-based cross-section restoration material “Emaco S99P”
・ Adjustment method A pail can with a capacity of about 20 liters is charged with kneaded water measured according to the target mini slump value. While stirring with a hand mixer, one bag of repair material (25 kg) is gradually added. Kneaded for 2 minutes.

(プライマー)
・BASFポゾリス株式会社製 アクリル樹脂系吸水防止下地処理材「マスターシール520」(主成分特殊アクリル酸エステル)
(Primer)
・ Acrylic resin-based water-absorption-preventing base material “Master Seal 520” (main component special acrylic ester) manufactured by BASF Pozzolith Co., Ltd.

[試験方法]
(1)吹き付け性状確認試験
補修材の軟らかさ(ミニスランプ値)、及び、材料タンクと接続管とに作用させる空気圧の大きさが、吹き付け性状に及ぼす影響を調べたものである。
前記の調整方法により、目標ミニスランプ値を30・40・50・60mmのいずれかに設定して調整した補修材を材料タンクに投入し、中蓋を配置する。そして、上部空気配管P1のレギュレータR1のゲージ圧力(以下、上部圧力という)及び下部空気配管P2のレギュレータR2のゲージ圧力(以下、下部圧力という)を0.2〜0.35MPaの範囲で設定し、ノズルから吐出させた補修材の吹き付け状態を目視により観察した。
[Test method]
(1) Blowing property confirmation test The effect of the softness (mini slump value) of the repair material and the air pressure acting on the material tank and the connecting pipe on the blowing property was examined.
The repair material adjusted by setting the target mini-slump value to any one of 30, 40, 50, and 60 mm by the above adjustment method is put into the material tank, and the inner lid is arranged. The gauge pressure of the regulator R1 of the upper air pipe P1 (hereinafter referred to as the upper pressure) and the gauge pressure of the regulator R2 of the lower air pipe P2 (hereinafter referred to as the lower pressure) are set in the range of 0.2 to 0.35 MPa. The state of spraying of the repair material discharged from the nozzle was visually observed.

試験時データは、下記測定方法による。
(補修材温度)
練り上がり後の温度をアルコール温度計で測定した。
(ミニスランプ値:補修材の軟らかさ)
JIS A1171:2000「ポリマーセメントモルタルの試験方法」6.2スランプ試験による。
(吐出流量)
材料タンク内へ投入した補修材総重量(1袋25kg+混練水重量)、補修材吹き付け時の吐出時間、材料タンク内の補修材残量から、単位時間当たりの吐出流量を算出した。
The test data is based on the following measurement method.
(Repair material temperature)
The temperature after kneading was measured with an alcohol thermometer.
(Mini slump value: softness of repair material)
According to JIS A1171: 2000 “Testing method for polymer cement mortar” 6.2 slump test.
(Discharge flow rate)
The discharge flow rate per unit time was calculated from the total weight of the repair material charged into the material tank (25 kg per bag + mixed water weight), the discharge time when spraying the repair material, and the remaining amount of the repair material in the material tank.

(2)圧縮強度試験
補修材の軟らかさ(ミニスランプ値)が、補修材の圧縮強度に及ぼす影響を調べた。
(試験方法)
JIS A 1108:2006「コンクリートの圧縮強度試験方法」に準じる。
(供試体)
内径Φ=5cm深さ10cmのプラスチック製簡易型枠に、吹き付け前(練り上がり直後)の補修材を充填したもの、及び、吹き付け装置により補修材を吹き付けて充填したものを作製し、材齢2日で脱型したのち、材齢7日まで気中養生したものを供試体とした。
(単位容積質量)
JIS A 1171:2000「ポリマーセメントモルタルの試験方法」6.3単位容積質量試験に基づき、前記プラスチック製簡易型枠に、吹き付け前(練り上がり直後)の補修材を充填したもの、及び、吹き付け装置により補修材を吹き付けて充填したものを用いて測定した。
(2) Compressive strength test The influence of the softness (mini slump value) of the repair material on the compressive strength of the repair material was examined.
(Test method)
Conforms to JIS A 1108: 2006 “Testing method for compressive strength of concrete”.
(Specimen)
A plastic mold with an inner diameter Φ = 5 cm and a depth of 10 cm is filled with a repair material before spraying (immediately after kneading), and a repair material is sprayed and filled with a spraying device. After demolding in the sun, the specimen was aged in the air until the age of 7 days was used as a specimen.
(Unit volume mass)
JIS A 1171: 2000 “Testing Method for Polymer Cement Mortar” 6.3 Based on the unit volume mass test, the plastic simple mold was filled with a repair material before spraying (immediately after kneading), and a spraying device It measured using what filled the repair material by spraying.

(3)付着力試験
補修材の軟らかさ(ミニスランプ値)が、補修材の付着強度に及ぼす影響を調べた。
(供試体)
JIS A5371:2004「プレキャスト無筋コンクリート製品」の規定に従い、図7(A)(B)に示す平面寸法300×300mm厚さ60mmの下地コンクリート板31を製作し、その三側面に取り付けた木枠32を利用して、同図(C)に示す如く下地コンクリート板31の表面から所定距離d(10,15,20mmの3種類)だけ離れた位置に、鉄筋(D19)33a,33bを中央で直交するように配設し、これを供試基板30とする。そして、この供試基板30を天井面に設置し、本発明吹き付け装置により、前記補修材「エマコS99P」を、その表面に吹き付けたのち、材齢7日まで気中養生したものを、後述の各試験に用いる供試体とした。
(3) Adhesion test The effect of the softness (mini slump value) of the repair material on the adhesion strength of the repair material was examined.
(Specimen)
In accordance with the provisions of JIS A5371: 2004 “Precast unreinforced concrete products”, a ground concrete board 31 having a plane size of 300 × 300 mm and a thickness of 60 mm shown in FIGS. 32, the reinforcing bars (D19) 33a and 33b are placed at the center at a position away from the surface of the ground concrete plate 31 by a predetermined distance d (three types of 10, 15, and 20 mm) as shown in FIG. They are arranged so as to be orthogonal to each other, and this is used as a test substrate 30. And after installing this test board | substrate 30 on a ceiling surface and spraying the said repair material "Emaco S99P" on the surface by this invention spraying apparatus, what was air-cured to the age of seven days is mentioned later. The specimen used for each test was used.

(層間付着力試験)
「コンクリート構造物補修の手引き[第三版](西日本旅客鉄道株式会社 平成15年4月)」の付属資料2−1 JRWCT A1−2003「JR西日本 断面修復材・層間付着力実地試験」に準じて行なった。
層間付着強度の測定個所は、図7(C)に示す鉄筋裏間隔d=10,15,20mmとした3種類の供試体それぞれについて、図(A)に符号Xで示す領域とする。
(Interlayer adhesion test)
Conforms to Appendix 2-1 JRWCT A1-2003 “JR West Cross Section Restoration Material / Interlayer Adhesion Field Test” in “Guide for Repairing Concrete Structures [Third Edition] (West Japan Railway Company, April 2003)” It was done.
The measurement points of the interlaminar adhesion strength are the regions indicated by the symbol X in FIG. (A) for each of the three types of specimens with the back-bar spacing d = 10, 15, 20 mm shown in FIG. 7 (C).

(界面付着力試験)
「コンクリート構造物補修の手引き[第三版](西日本旅客鉄道株式会社 平成15年4月)」の付属資料2−1 JRWCT A1−2003「JR西日本 断面修復材・界面付着力実地試験」に準じて行なった。
層間付着強度の測定個所は、図7(C)に示す鉄筋裏間隔d=10,15,20mmとした3種類の供試体それぞれについて、図(A)に符号Yで示す部分を用いる。
(Interface adhesion test)
Conforms to Annex 2-1 JRWCT A1-2003 “JR West Cross Section Restoration Material / Interfacial Adhesion Field Test” in “Guide for Repairing Concrete Structures [Third Edition] (West Japan Railway Company, April 2003)” It was done.
For the measurement of the interlaminar adhesion strength, the portion indicated by the symbol Y in FIG. (A) is used for each of the three types of specimens with the back-bar spacing d = 10, 15, 20 mm shown in FIG. 7 (C).

[試験結果]
(1)吹き付け性状確認試験
試験結果を[表1]に示す。
(試番1〜4)
上部圧力を0.3MPa、下部圧力を0.35MPaに設定すると、ミニスランプ値が30〜60mmの範囲のいずれの補修材についても、霧状に吐出する良好な吹き付け状態が得られた。
但し、試番3の補修材が硬めのとき(ミニスランプ値が小さい場合)については、吹き付け状態が若干変動する傾向が見られたが、施工後の品質に影響を及ぼすほどではなかった。
[Test results]
(1) Spraying property confirmation test The test results are shown in [Table 1].
(Trial number 1-4)
When the upper pressure was set at 0.3 MPa and the lower pressure was set at 0.35 MPa, a good spraying state in which the repair material having a mini slump value in the range of 30 to 60 mm was discharged in a mist form was obtained.
However, when the repair material of Test No. 3 was hard (when the mini slump value was small), the sprayed state tended to fluctuate slightly, but it did not affect the quality after construction.

(試番5〜7)
上部圧力及び下部圧力を等しく0.3MPaに設定した場合、目標ミニスランプ値の設定を50mmとしたものについては、吹き付け性状は良好で問題がなかった。(試番5)
目標ミニスランプ値を30mmに設定したものは、補修材が硬めのため、脈動しながら吐出する現象が見られた。(試番6)
ミニスランプ値が60mmの若干軟らかい補修材の場合は、吹き付けの勢いで補修材が吹き飛ばされる現象が見られた。(試番7)
(Trial number 5-7)
When the upper pressure and the lower pressure were equally set to 0.3 MPa, the target mini slump value was set to 50 mm, and the spraying property was good and there was no problem. (Trial number 5)
In the case where the target mini slump value was set to 30 mm, the repairing material was hard, and thus a phenomenon of discharging while pulsating was observed. (Trial number 6)
In the case of a slightly soft repair material with a mini slump value of 60 mm, a phenomenon was observed in which the repair material was blown away by the momentum of spraying. (Trial number 7)

(試番8)
上部圧力を0.2MPa、下部圧力を0.35MPaに設定した場合、目標ミニスランプ値を50mmとした比較的軟らかい補修材のときは、吐出流量が不足する傾向がある。
(Trial number 8)
When the upper pressure is set to 0.2 MPa and the lower pressure is set to 0.35 MPa, the discharge flow rate tends to be insufficient when the repair material is relatively soft with the target mini slump value being 50 mm.

(試番9)
上部圧力を0.3MPaに対し、下部圧力をそれより低く0.25MPaに設定した場合(ミニスランプ値50mm)は、補修材を吹き出させることができなかった。
(Trial number 9)
When the upper pressure was set to 0.3 MPa and the lower pressure was set to 0.25 MPa lower than that (mini slump value 50 mm), the repair material could not be blown out.

(試番10〜12:比較例)
図6(A)に示すように、接続具10の形態を、一次側管部11と二次側管部12とを同軸とし、その途中に空気供給管部13を設ける構成とした場合は、概ね補修材の良好な吹き付け状態を得ることができた。(上部圧力0.3MPa、下部圧力0.35MPa、目標ミニスランプ値40〜60mm)
但し、接続具10の姿勢が鉛直方向であり、ホース4を接続する材料送出口12aが下端なので、ホース4の有効長を確保しにくい欠点がある。
(Trial numbers 10-12: Comparative example)
As shown in FIG. 6A, when the configuration of the connector 10 is such that the primary side pipe part 11 and the secondary side pipe part 12 are coaxial, and the air supply pipe part 13 is provided in the middle thereof, In general, a good spraying state of the repair material was obtained. (Upper pressure 0.3 MPa, lower pressure 0.35 MPa, target mini slump value 40-60 mm)
However, since the posture of the connector 10 is in the vertical direction and the material delivery port 12a connecting the hose 4 is at the lower end, there is a drawback that it is difficult to ensure the effective length of the hose 4.

(試番13:比較例)
図6(B)に示すように、接続具10の形態を、一次側管部11に対し二次側管部12を直角に折曲させ、折曲部Qよりも下流側に空気供給管部13を設ける構成とした場合、概ね補修材の良好な吹き付け状態を得ることができた。(上部圧力0.3MPa、下部圧力0.35MPa、ミニスランプ値36mm)
但し、吹き付け終了後、接続具10における開閉弁V4から、空気供給管部13の接続部Jまでの部分に補修材が残留する問題があった。
(Trial number 13: Comparative example)
As shown in FIG. 6 (B), the connecting device 10 is configured such that the secondary side pipe part 12 is bent at a right angle with respect to the primary side pipe part 11, and the air supply pipe part is located downstream of the bent part Q. When it was set as the structure which provides 13, the favorable spraying state of the repair material was able to be obtained in general. (Upper pressure 0.3 MPa, lower pressure 0.35 MPa, mini slump value 36 mm)
However, there is a problem that the repair material remains in a portion from the on-off valve V4 in the connection tool 10 to the connection portion J of the air supply pipe portion 13 after the spraying is finished.

(2)圧縮強度試験
試験結果を[表2]に示す。
目標ミニスランプ値を30・50・60mmに設定して、軟らかさが硬め・標準・軟らかめの補修材を用意し、さらに標準軟らかさ(目標ミニスランプ値50mm)の補修材については吹き付け時の下部圧力を異ならせて、製作した供試体の圧縮強度を測定したところ、いずれも施工品質に問題のない値が得られた。
(2) Compressive strength test The test results are shown in [Table 2].
The target mini slump value is set to 30 ・ 50 ・ 60mm, the softness is hard, the standard and soft repair materials are prepared, and the repair material with the standard softness (target mini slump value 50mm) is applied at the time of spraying. When the compressive strength of the manufactured specimens was measured with different lower pressures, values that gave no problem in construction quality were obtained.

(3)付着力試験
試験結果を[表3]に示す。使用した補修材は、圧縮強度試験を行なったものと共通である。
(層間付着力試験)
いずれの条件においても平均値が1.0N/mm以上であり、規定値を満足する。
但し、ただ一つの供試体において測定値が1.0N/mmに達しなかったが、これは今回の試験では、供試体の材齢7日で評価したためと推察される。通常、材齢28日に達すれば強度が20〜30%程度向上することが知られているので、実用上は問題の無い値であると考えられる。
(3) Adhesion test The test results are shown in [Table 3]. The repair material used is the same as that used for the compressive strength test.
(Interlayer adhesion test)
In any condition, the average value is 1.0 N / mm 2 or more, which satisfies the specified value.
However, the measured value of only one specimen did not reach 1.0 N / mm 2 , which is presumed to be because the specimen was evaluated at the age of 7 days in this test. Usually, it is known that when the material reaches 28 days of age, the strength is improved by about 20 to 30%, so that it is considered that there is no problem in practical use.

(界面付着力試験)
いずれの条件においても平均値が1.0N/mm以上、個々の測定値についても、すべて0.85N/mm以上であり、規定値を満足する。
(Interface adhesion test)
The average value of 1.0 N / mm 2 or more in any conditions, for the individual measurements, and in all 0.85N / mm 2 or more, satisfies the specified value.



本発明に係る吹き付け装置の概略構成を示す図面である。It is drawing which shows schematic structure of the spraying apparatus which concerns on this invention. 本発明に係る吹き付け装置における材料タンク周辺の構造を示す概略図である。It is the schematic which shows the structure around the material tank in the spraying apparatus which concerns on this invention. 本発明に係る材料タンクにおける締結手段を示すものであって、図(A)は蓋部を着脱自在としたときの正面図、図(B)は締結状態を示す正面図である。The fastening means in the material tank which concerns on this invention is shown, Comprising: A figure (A) is a front view when a cover part is detachable, A figure (B) is a front view which shows a fastening state. 本発明に係る吹き付け装置におけるノズル部分を示す一部断面した正面図である。It is the front view which carried out the partial cross section which shows the nozzle part in the spraying apparatus which concerns on this invention. 本発明に係る吹き付け装置の材料タンク内に配置する中蓋の作用を説明するためのものであって、図(A)は吹き付け作業を開始する前の材料タンクの正面断面図と中蓋の平面図、図(B)は吹き付け作業の途中における材料タンクの正面断面図とそのときの中蓋の平面図、図(C)は吹き付け作業の終了間際の材料タンクの正面断面図とそのときの中蓋の平面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is for demonstrating the effect | action of the inner lid arrange | positioned in the material tank of the spraying apparatus which concerns on this invention, Comprising: FIG. (A) is front sectional drawing of the material tank before starting a spraying operation, and the plane of an inner lid Figure, Figure (B) is a front sectional view of the material tank in the middle of the spraying work and a plan view of the inner lid at that time, Figure (C) is a front sectional view of the material tank just before the end of the spraying work, and the middle at that time It is a top view of a lid | cover. 図(A)は、接続具に関する比較例を示す正面図、図(B)は、接続具に関する異なる比較例を示す正面図である。Fig. (A) is a front view showing a comparative example related to the connector, and Fig. (B) is a front view showing a different comparative example related to the connector. 本発明に係る吹き付け工法により吹き付けた補修材の付着力試験に用いる供試基板を示すものであって、図(A)は底面図、図(B)は正面図、図(C)は要部を拡大した正面図である。The test substrate used for the adhesive force test of the repair material sprayed by the spraying method concerning this invention is shown, Comprising: A figure (A) is a bottom view, A figure (B) is a front view, A figure (C) is a principal part. It is the front view which expanded.

符号の説明Explanation of symbols

M…吹き付け装置 1…材料タンク 1A…本体部 a1…円筒部 a2…円錐部 1B…蓋部 2…加圧空気導入口 3…材料吐出口 4…ホース 5…ノズル 6…中蓋 6a…スリット 10…接続具 11…一次側管部 12…二次側管部 13…空気供給管部 20…加圧空気供給装置 P1…上部空気配管 P2…下部空気配管 R1,R2…レギュレータ S…補修材 DESCRIPTION OF SYMBOLS M ... Spraying apparatus 1 ... Material tank 1A ... Main-body part a1 ... Cylindrical part a2 ... Conical part 1B ... Cover part 2 ... Pressurized air introduction port 3 ... Material discharge port 4 ... Hose 5 ... Nozzle 6 ... Middle lid 6a ... Slit 10 ... Connector 11 ... Primary side pipe part 12 ... Secondary side pipe part 13 ... Air supply pipe part 20 ... Pressurized air supply device P1 ... Upper air pipe P2 ... Lower air pipe R1, R2 ... Regulator S ... Repair material

Claims (6)

上部に加圧空気導入口を有し下部に材料吐出口を有する材料タンクと、材料タンクの材料吐出口に連接され途中に加圧空気受入口を有する接続具と、基端部が接続具の材料送出口に接続され先端部にノズルが装着されたホースと、材料タンクの加圧空気導入口及び接続具の加圧空気受入口それぞれに加圧空気を送給する加圧空気供給装置とから構成したことを特徴とする吹き付け装置。   A material tank having a pressurized air inlet at the top and a material outlet at the bottom, a connector having a pressurized air inlet connected to the material outlet of the material tank, and a base end portion of the connector From a hose that is connected to the material delivery outlet and has a nozzle attached to the tip, and a pressurized air supply device that feeds pressurized air to the pressurized air inlet of the material tank and the pressurized air inlet of the connector A spraying device characterized by comprising. 前記接続具は、材料タンクの材料吐出口に連接される一次側管部と、ホースが接続され材料送出口を含む二次側管部と、加圧空気受入口を含む空気供給管部とから成り、一次側管部に対し二次側管部が90度以下の角度で折曲するように形成され、空気供給管部が二次側管部に対し同軸に接続されている請求項1に記載の吹き付け装置。   The connector includes a primary side pipe connected to a material discharge port of a material tank, a secondary side pipe connected to a hose and including a material delivery port, and an air supply pipe including a pressurized air receiving port. The secondary side pipe part is formed to be bent at an angle of 90 degrees or less with respect to the primary side pipe part, and the air supply pipe part is connected coaxially to the secondary side pipe part. The spraying device described. 加圧空気供給装置と材料タンクの加圧空気導入口とを連絡する配管の途中、及び、加圧空気供給装置と接続具の加圧空気受入口とを連絡する配管の途中に、空気圧を調節するレギュレータを設けた請求項1又は2に記載の吹き付け装置。   The air pressure is adjusted in the middle of the piping connecting the pressurized air supply device and the pressurized air inlet of the material tank, and in the middle of the piping connecting the pressurized air supply device and the pressurized air receiving port of the connector. The spraying device according to claim 1, further comprising a regulator that performs the operation. 材料タンクにおける少なくとも下部側の内表面が下方へ向かって縮径する円錐形に形成され、可撓性部材により円板状に製作され半径方向のスリットが形成された中蓋を、材料タンク内に収納した吹き付け材料の上面に配置する請求項1乃至3のいずれかに記載の吹き付け装置。   At least the inner surface of the material tank is formed in a conical shape whose diameter is reduced toward the lower side, and an inner lid formed in a disk shape by a flexible member and formed with a radial slit is formed in the material tank. The spraying device according to any one of claims 1 to 3, wherein the spraying device is disposed on an upper surface of the stored spraying material. 上部に加圧空気導入口を有し下部に材料吐出口を有する材料タンク内にコンクリート用の補修材を収納し、加圧空気導入口から材料タンク内へ加圧空気を供給することにより、補修材を、材料タンク内から材料吐出口に連接した接続具を介して、ホース内へ押し出すと同時に、押し出された補修材に加圧空気を作用させて、補修材をホース先端から目標物へ向かって吹き付けることを特徴とするコンクリート用補修材の吹き付け工法。   Repair material for concrete is stored in a material tank with a pressurized air inlet at the top and a material outlet at the bottom, and repaired by supplying pressurized air from the pressurized air inlet into the material tank. The material is pushed out of the material tank into the hose through the connection connected to the material discharge port, and at the same time, pressurized air is applied to the pushed out repair material to move the repair material from the tip of the hose toward the target. A spraying method for repair materials for concrete, characterized by spraying. 材料タンクにおける少なくとも下部側の内表面が下方へ向かって縮径する円錐形に形成され、材料タンク内に収納した吹き付け材料の上面に、可撓性部材により円板状に製作され半径方向のスリットを形成した中蓋を配置し、加圧空気導入口から材料タンク内へ供給した加圧空気により中蓋を介して補修材を材料タンク内から押し出すにあたり、材料タンクにおける内表面が円錐形の部分を中蓋が下降するときは、内表面の縮径に合わせて中蓋におけるスリットを挟む部分を重合させることにより、中蓋を円錐形に変形させる請求項5に記載するコンクリート用補修材の吹き付け工法。   The inner surface of at least the lower side of the material tank is formed in a conical shape whose diameter is reduced downward, and is formed into a disk shape by a flexible member on the upper surface of the spray material stored in the material tank, and is a radial slit. When the repair material is pushed out from the material tank through the inner lid by the pressurized air supplied from the pressurized air inlet into the material tank, the inner surface of the material tank has a conical shape. The spraying of the repair material for concrete according to claim 5, wherein when the inner lid descends, the inner lid is deformed into a conical shape by polymerizing a portion of the inner lid that sandwiches the slit in accordance with the reduced diameter of the inner surface. Construction method.
JP2008185532A 2008-07-17 2008-07-17 Spraying equipment and concrete repair materials Expired - Fee Related JP5339805B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008185532A JP5339805B2 (en) 2008-07-17 2008-07-17 Spraying equipment and concrete repair materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008185532A JP5339805B2 (en) 2008-07-17 2008-07-17 Spraying equipment and concrete repair materials

Publications (2)

Publication Number Publication Date
JP2010024671A true JP2010024671A (en) 2010-02-04
JP5339805B2 JP5339805B2 (en) 2013-11-13

Family

ID=41730752

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008185532A Expired - Fee Related JP5339805B2 (en) 2008-07-17 2008-07-17 Spraying equipment and concrete repair materials

Country Status (1)

Country Link
JP (1) JP5339805B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012251381A (en) * 2011-06-04 2012-12-20 Manabegumi Kk Mortar injection device
WO2015102147A1 (en) * 2014-01-06 2015-07-09 양창길 Tile joint forming device
CN109469327A (en) * 2018-11-09 2019-03-15 王亮 A kind of improved ash bucket for building
KR101959387B1 (en) * 2018-09-04 2019-03-18 송준혁 Reinforcement spreading apparatus for building structure and method of reinforcement spreading for building structure using the same
JP2021038780A (en) * 2019-09-02 2021-03-11 学校法人早稲田大学 Pipe line repair device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266569A (en) * 1997-03-25 1998-10-06 Ee G K:Kk Method and equipment for spraying material for construction work
JP2001182070A (en) * 1999-12-22 2001-07-03 Raito Kogyo Co Ltd Spraying concrete supplying method and spraying concrete supply tank device
JP2007177567A (en) * 2005-12-28 2007-07-12 Concrete Katawaku Gijutsu Kenkyusho:Kk Mortar spraying method in construction, repair method for damaged portion in concrete structure, and concrete structural body

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10266569A (en) * 1997-03-25 1998-10-06 Ee G K:Kk Method and equipment for spraying material for construction work
JP2001182070A (en) * 1999-12-22 2001-07-03 Raito Kogyo Co Ltd Spraying concrete supplying method and spraying concrete supply tank device
JP2007177567A (en) * 2005-12-28 2007-07-12 Concrete Katawaku Gijutsu Kenkyusho:Kk Mortar spraying method in construction, repair method for damaged portion in concrete structure, and concrete structural body

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012251381A (en) * 2011-06-04 2012-12-20 Manabegumi Kk Mortar injection device
WO2015102147A1 (en) * 2014-01-06 2015-07-09 양창길 Tile joint forming device
KR101746268B1 (en) 2014-01-06 2017-06-12 양창길 Masonry joint building device
KR101959387B1 (en) * 2018-09-04 2019-03-18 송준혁 Reinforcement spreading apparatus for building structure and method of reinforcement spreading for building structure using the same
CN109469327A (en) * 2018-11-09 2019-03-15 王亮 A kind of improved ash bucket for building
JP2021038780A (en) * 2019-09-02 2021-03-11 学校法人早稲田大学 Pipe line repair device
JP7376888B2 (en) 2019-09-02 2023-11-09 学校法人早稲田大学 Pipe repair equipment

Also Published As

Publication number Publication date
JP5339805B2 (en) 2013-11-13

Similar Documents

Publication Publication Date Title
JP5339805B2 (en) Spraying equipment and concrete repair materials
US7516909B2 (en) Continuous slurry dispenser apparatus
US7766537B2 (en) Lightweight foamed concrete mixer
CN103977921B (en) Use the method for spray gun and consequent material
US20070235563A1 (en) Variable aerosol nozzle
US20220220751A1 (en) Jet adapter for plastering machines
AU784073B2 (en) Continuous slurry dispenser apparatus
JPS63278584A (en) Method of repairing or coating pipe, device thereof and repairing or coating material
CN110158986A (en) A kind of construction processes wall crazing restorative procedure and equipment
CA2331054C (en) High performance slurry spray machine
JP3592604B2 (en) Spraying method of mixture and its equipment
HU218757B (en) Device for internal coating of pipes
US20130152855A1 (en) Pneumatic repair mortar gun
CN109296181A (en) A kind of chemistry painting industry wall surface spraying device
KR101976457B1 (en) Repair and finishing of exterior walls of building to reduce heat transfer
CN106150097B (en) Novel structure column concrete pumping system
US1936997A (en) Apparatus for coating surfaces
US7556486B1 (en) Repair apparatus
CN205840349U (en) Novel structure post concrete pumping system
JP2003206632A (en) Sprayer and spraying method making use thereof
CN201648932U (en) Emulsified asphalt spraying crack pouring repairing device
JP2004293110A (en) Quality control method for dry spray coating method
JP3559538B2 (en) Portable spraying device, spraying method using the same, and spraying material
CN214389926U (en) Coating mixing device
NL2001723C2 (en) Automatic cement feeding device for use in construction site, has pressure system i.e. pressure vessel, provided for pressurizing portion of cement from cement chamber for passing portion of cement through cement guide

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110607

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20120214

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20120214

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20120323

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A712

Effective date: 20120806

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20120806

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20121009

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20121109

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20121212

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130730

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130806

R150 Certificate of patent or registration of utility model

Ref document number: 5339805

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees