JP2005087909A - Applying tool and applying method using the same - Google Patents

Applying tool and applying method using the same Download PDF

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JP2005087909A
JP2005087909A JP2003326048A JP2003326048A JP2005087909A JP 2005087909 A JP2005087909 A JP 2005087909A JP 2003326048 A JP2003326048 A JP 2003326048A JP 2003326048 A JP2003326048 A JP 2003326048A JP 2005087909 A JP2005087909 A JP 2005087909A
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coating
application
applying
rollers
jig
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Takeshi Hasegawa
剛士 長谷川
Chiaki Saito
千明 齋藤
Hidehiro Mihara
英裕 三原
Toshihiro Ando
敏弘 安東
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Denka Co Ltd
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Denki Kagaku Kogyo KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an applying method by which there is no abnormal application situation and working efficiency can be remarkably raised in the applying method of an interstice part such as water proofing finish of a beam end. <P>SOLUTION: The applying tool is constituted by installing a plurality of applying parts, each of which is composed of an applying roller and a supporting bar for supporting the applying roller, at one stationary part. The applying parts are combined so that size of a space formed by the applying parts can be changed by changing their relative positions. Preferably, the applying tool has two applying parts and their supporting bars are combined by a spring so that a distance between two applying rollers can be changed. More preferably, a coating material is sent to two rollers to perform applying work continuously. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明はコンクリート橋の桁端防水に係る物で、特に伸縮装置が懸架されている遊間部分の防水材塗布方法に関するものである。 The present invention relates to a girder-end waterproofing of a concrete bridge, and more particularly to a waterproofing material application method for a gap portion where a telescopic device is suspended.

コンクリート橋は伸縮装置からの漏水により桁端部や橋台部分の劣化が進行し易い事は良く知られている。特に冬季に散布される融雪材を含む水による塩害が発生し易く防水材による予防対策が強く求められている場所である。 It is well known that concrete bridges are prone to deterioration at the ends of the girders and abutments due to water leakage from the telescopic device. In particular, it is a place where salt damage due to water including snow melting material spread in winter is likely to occur, and preventive measures using waterproofing materials are strongly demanded.

既設橋においても桁端部や橋台部分の断面修復補修時に桁端防水を行なう試みが検討され始めているが、従来行なわれていたコンクリート橋の桁端防水は、通常良く用いられているエアー又はエアレス吹付機を使用した吹付け塗布方法やローラーを使用した塗布方法を採用したものである。 Even in existing bridges, attempts have been made to perform girder end waterproofing when repairing the cross-section of the girder end and abutment. However, conventionally used girder end waterproofing of concrete bridges is commonly used air or airless. A spray coating method using a spraying machine or a coating method using a roller is adopted.

桁端部や橋台部分の断面修復補修時に桁端防水を行なう方法に関し、日本道路公団では、防水システム設計・施工マニュアル(案)の中にコンクリート橋の桁端防水に関する性能照査基準を設け、新設橋を主な対象として、具体的に対応を始めている。 Regarding the method of waterproofing girder edges when repairing cross sections of girder edges and abutments, Japan Highway Public Corporation has established a performance check standard for girder edge waterproofing of concrete bridges in its waterproof system design and construction manual (draft). We are starting to deal specifically with bridges as the main target.

桁端防水工法が必要とされている範囲で、特に防水材の塗布が難しい伸縮装置を懸架する遊間部分は、例えば2車線の橋梁の場合、高さ2〜3m、奥行き10m程度、幅は100mm前後が一般的な箇所である。 In the range where the girder end waterproofing method is required, the gap between the expansion and contraction device that is difficult to apply waterproof material, for example, in the case of a two-lane bridge, is 2 to 3 m high, about 10 m deep, and 100 mm wide. Before and after are common places.

特に既設橋の遊間部分の幅は50mm以下の橋梁も多く見られ、その狭さ所以に所定の防水膜を均一に塗布する事が難しく、結果として、塗布した防水層の性能ばらつきが多いという問題点があった。 In particular, there are many bridges with a width of 50 mm or less in the gap between existing bridges, and it is difficult to uniformly apply a predetermined waterproof film beyond the narrow area, resulting in many variations in the performance of the applied waterproof layer. There was a point.

桁端防水の施工方法としては、前記した通りに、エアー及びエアレス吹付け機を用いた吹付け塗布方法やローラーを使用した塗布方法が使われている。 As described above, as a construction method for girder end waterproofing, a spray coating method using air and an airless spray machine and a coating method using a roller are used.

吹付け塗布方法は効率的である反面、塗布材料が飛散し周辺を汚染し易いという基本的な問題点の外、狭い遊間部分では吹付けノズルと吹付け面の間に充分な距離が取れないため、塗布斑やピンホールが発生し易く且つ塗布膜厚が管理し難いという問題点がある。 The spray coating method is efficient, but besides the basic problem that the coating material scatters and easily contaminates the surrounding area, it is not possible to provide a sufficient distance between the spray nozzle and the spray surface in a narrow gap. Therefore, there are problems that coating spots and pinholes are easily generated and the coating film thickness is difficult to manage.

一方、ローラー塗布方法は3〜4mの継ぎ柄を取り付けて行なうため、遊間部分の奥を塗布する際、塗布ローラーに力が入らないため塗布面に密着させる事が難しい事から、凹凸面に斑やピンホール無く必要な量(膜厚)防水材を塗布する事ができない。又、長い柄の付いたローラーを取り回す作業であり作業効率が悪いと言う問題点があった。 On the other hand, since the roller coating method is performed by attaching a 3 to 4 m joint pattern, it is difficult to adhere to the coating surface because there is no force applied to the coating roller when coating the back of the gap part. The required amount (film thickness) of waterproof material cannot be applied without pinholes. In addition, there is a problem that the work efficiency is poor because it is an operation of handling a roller with a long handle.

本発明は、上記従来技術の状況に鑑みてなされたものであって、桁端防水の施工を初めとする峡間部の塗布方法について、異常な塗布状況が無く、しかもその作業効率を著しく高めることができる塗布方法を提供することを目的としている。 The present invention has been made in view of the above-mentioned prior art, and there is no abnormal application situation with respect to the application method of the canyon part including the construction of the girder end waterproofing, and the work efficiency is remarkably increased. It aims at providing the coating method which can be performed.

本発明は、一つの固定部に、塗布用ローラーと当該塗布用ローラーを支持するための支持棒とからなる塗布部を複数個設けた塗装用治具であって、前記塗布部同士が相対的に位置変化して塗布部がなす空間の大きさを変えられるように結合されていることを特徴とする塗布用治具、好ましくは、2個の塗布部を有し、2個の塗布用ローラー間の距離を変えることができるように、両者の支持棒がバネにより結合されていることを特徴とする前記の塗布用治具であり、更に好ましくは、塗布材料を2個のローラーへ送液し、連続的に塗布作業が可能であることを特徴とする前記の塗布用治具である。 The present invention is a coating jig in which a plurality of application portions each including a coating roller and a support rod for supporting the coating roller are provided on one fixed portion, and the coating portions are relative to each other. The application jig is preferably combined so that the size of the space formed by the application part can be changed by changing the position of the application part, preferably two application parts and two application rollers. The above-mentioned application jig is characterized in that both support rods are coupled by a spring so that the distance between them can be changed, and more preferably, the application material is fed to two rollers. The application jig is capable of continuous application operation.

また、本発明は、前記の塗布用治具を用いて、峡間部に挿入する時に2つのローラー間の距離を縮めて挿入し、塗布箇所に挿入した時点で2個のローラーの間隔を広げて峡間部に密着させることを特徴とする峡間部の塗布方法であり、好ましくは、前記峡間部が橋梁の桁端部分であり、塗布される材料が防水材であることを特徴とする前記の塗布方法である。 In addition, the present invention uses the above-described application jig to reduce the distance between the two rollers when inserting the gap between the canals, and widens the interval between the two rollers when inserted into the application location. A method for applying the inter-gorge part, wherein the inter-gorge part is a girder end portion of the bridge, and the material to be applied is a waterproof material. Is the method.

本発明の塗布用治具は、複数の塗布部同士が相対的に位置変化して塗布部がなす空間の大きさを変えられるように結合されているので、凹凸のある表面や空隙部分のような複雑形状の塗布面に容易に追従しやすいので、前記複雑形状の面に塗布材を塗り斑やピンホール等の異常を形成し難いという特徴があるし、好ましい実施形態では、2個の塗布部を有し、2個の塗布用ローラー間の距離を変えることができるように、両者の支持棒がバネにより結合されているので、峡間部に挿入する時に、峡間部の大きさに合わせてローラー間距離が変わるので、峡間部の相対する面の塗布が塗り斑やピンホール等の発生が殆どなしに塗布することができる。更に、本発明の塗布用治具は、好ましくは、塗布材料を2個のローラーへ送液し、連続的に塗布作業が可能であるように構成されているので、峡間部を塗り斑やピンホール等の発生が殆どなしに、しかも連続的にすることができる特徴を有している。 Since the application jig of the present invention is coupled so that the position of a plurality of application parts can be changed relative to each other to change the size of the space formed by the application parts, Since it is easy to easily follow a complex-shaped application surface, it is difficult to form an abnormality such as smears or pinholes on the complex-shaped surface. In a preferred embodiment, two applications are applied. Since the support rods of the two are joined by a spring so that the distance between the two coating rollers can be changed, when inserting into the canyon, it can be adjusted to the size of the canyon Since the distance between the rollers changes, the opposite surfaces of the canyon can be applied with almost no smears or pinholes. Furthermore, the coating jig of the present invention is preferably configured so that the coating material is fed to two rollers and can be continuously applied. It has the feature that it can be made continuous with almost no generation of holes or the like.

また、本発明の塗布方法は、前記特徴を有する塗布用治具を用いているので、塗布を行なっている間、バネの働きにより塗布ローラーに必要充分な押し付け力が加わるため、塗布面の凹凸部にローラーを追従させながら塗布でき、塗り斑やピンホール等の異常が殆ど発生せずに峡間部を塗布することができる特徴があるので、そして、前記特徴のある塗布用治具を用いる時、より少ない労力で作業が行なえる、高所に於いても作業し易くなる等、作業効率面で大いに改善できることから、橋梁の桁端部分の峡間部の塗布方法として好適であるという特徴がある。 In addition, since the coating method of the present invention uses the coating jig having the above-described characteristics, a necessary and sufficient pressing force is applied to the coating roller by the action of the spring during coating, so that the unevenness of the coating surface is applied. It can be applied while following the roller to the part, and can be applied to the canyon part with almost no abnormalities such as smears and pinholes, and when using the application jig with the above characteristics It is possible to work with less labor, and it is easy to work even at high places, so it can be greatly improved in terms of work efficiency, so it is suitable as a coating method for the canyon part of the bridge end of the bridge .

図に基づいて、本発明の塗布用治具を説明する。本発明の塗布用治具は、図1、図2に示した通りに、一つの固定部1に、塗布用ローラー2と当該塗布用ローラーを支持するための支持棒3とからなる塗布部を複数個設けた塗装用治具であって、前記塗布部同士が相対的に位置変化して塗布部がなす空間の大きさを変えられるように結合されていることを特徴としている。図1、図2では、前記塗布部が2個の場合を示したが、3個以上設けられていても構わない。複数の相互に位置を替えることができる塗布部が一つの固定部1に設けられているので、固定部1をもって操作することにより凹凸のある面の塗布が容易に行える特徴を有する。このとき、塗布部同士がその支持棒3において結合されていることにより、狭い場所に挿入した時に塗布部同士が相互に連結して動作されるので、峡間部の塗布に好適である。 The coating jig of the present invention will be described based on the drawings. As shown in FIGS. 1 and 2, the application jig of the present invention has an application part comprising an application roller 2 and a support bar 3 for supporting the application roller on one fixed part 1. A plurality of coating jigs are provided, which are coupled so that the positions of the application portions can be relatively changed to change the size of the space formed by the application portions. 1 and 2 show the case where the number of the application portions is two, three or more may be provided. Since a plurality of application portions whose positions can be changed with each other are provided in one fixed portion 1, it is possible to easily apply uneven surfaces by operating the fixed portion 1. At this time, since the application portions are coupled to each other at the support rod 3, the application portions are connected to each other and operated when inserted in a narrow place, which is suitable for application to the canyon portion.

また、図1、図2は、塗布部が2個あり、前記2個の塗布部の塗布用ローラー同士の距離を変えることができるように、両者の支持棒がバネにより結合されているものを例示している。図1では、2個の塗布用ローラーがそれぞれ支持棒によって両端で支持されており、図2では、2個の塗布用ローラーがそれぞれ支持棒によって片端で支持されている例である。図2に於いて、2個に塗布用ローラーはそれぞれ別方向から支持棒により支持されているが、勿論同じ方向からであっても構わない。 FIGS. 1 and 2 also show that there are two application portions, and the support rods of the two application portions are coupled by a spring so that the distance between the application rollers of the two application portions can be changed. Illustrated. In FIG. 1, two application rollers are respectively supported at both ends by a support bar, and in FIG. 2, two application rollers are respectively supported by one end by a support bar. In FIG. 2, the two coating rollers are supported by the support rods from different directions, but may be from the same direction.

2個のローラーの配置は特に制限は無く、図1及び図2に示す様に塗布用ローラーがほぼ同じ位置、又は若干ずらして配置しても問題は無い。比較的幅の広い遊間部分の塗装には、図1に例示の塗布用ローラーが好ましく、比較的狭い遊間部分の塗装には図2に例示の塗布用ローラーを使うことが好ましい。 The arrangement of the two rollers is not particularly limited, and there is no problem if the application rollers are arranged at substantially the same position or slightly shifted as shown in FIGS. The coating roller illustrated in FIG. 1 is preferable for painting a relatively wide gap portion, and the coating roller illustrated in FIG. 2 is preferably used for painting a relatively narrow gap portion.

本発明於いて、2個の塗布用ローラーの支持棒の間で働くバネについて、その種類には制限は無く、支持棒自身が持っている弾性力を利用する物や、夫々の支持棒の間に板バネやコイル状のバネ、空気圧で作動するシリンダー等を用いる事ができる。 In the present invention, the type of the spring acting between the support rods of the two application rollers is not limited. In addition, a leaf spring, a coiled spring, a cylinder operated by air pressure, or the like can be used.

塗布用ローラーの支持棒の材質についても、特に制限は無いが、作業終了時に有機溶剤他で洗浄する事から、ステンレス製の支持棒が好ましい。 The material of the support rod of the coating roller is not particularly limited, but a stainless support rod is preferable because it is washed with an organic solvent at the end of the operation.

また、本発明に於いて、図示してはいないが、塗布用ローラーに塗布材料を連続的に供給する場合に、支持棒を通じて行うことが好ましい。 Further, in the present invention, although not shown, it is preferable to carry out through a support bar when the coating material is continuously supplied to the coating roller.

本発明の塗布方法は、前記の塗布用治具を用いることを特徴とし、更に、峡間部に挿入する時に2つの塗布用ローラー間の距離を縮めて挿入し、塗布箇所に挿入した時点で2個のローラーの間隔を広げて峡間部に密着させることを特徴としている。 The coating method of the present invention is characterized in that the above-mentioned coating jig is used, and further, when inserted into the canyon part, the distance between the two coating rollers is shortened and inserted at the coating location. It is characterized by widening the distance between the individual rollers and bringing them into close contact with the canyon.

本発明の塗布用治具は、2つの塗装部がバネにより結合されているので、2個の塗布用ローラーの間隔をロック治具等を用いて一時的に縮めて、狭い遊間部分に挿入し、2つの塗装用ローラーのそれぞれを遊間部分の相対する面に接触させるように固定部をもって操作する時、塗装用ローラーがバネの力によって相対する面に押圧されるので、塗り斑やピンホール等の異常のない塗布をすることができる特徴を有している。 In the coating jig of the present invention, since the two coating portions are connected by a spring, the interval between the two coating rollers is temporarily reduced using a lock jig or the like and inserted into a narrow gap portion. When operating with a fixed part so that each of the two painting rollers is in contact with the opposite surface of the gap portion, the painting roller is pressed against the opposite surface by the force of the spring, so that smears, pinholes, etc. It has a feature that can be applied without any abnormalities.

更に、本発明の塗布方法は、前記特徴のある塗布用治具を用いる時、より少ない労力で作業が行なえる、高所に於いても作業し易くなる等、作業効率面で大いに改善できることから、橋梁の桁端部分の峡間部の塗布方法として好適であるという特徴がある。 Furthermore, the coating method of the present invention can be greatly improved in terms of work efficiency, such as being able to work with less labor when using the above-mentioned coating jig having the characteristics, and facilitating work even at high places. It is characterized in that it is suitable as a coating method for the inter-strait part of the bridge end portion of the bridge.

本発明の塗布方法は、前記特徴のある塗布用治具を用いているので、高所や山間部と言った作業しがたく、しかも一層作業し難い峡間部に適用する時に効果的であり、橋梁の桁端部分の峡間部に防水材を塗装する以外の、いろいろな用途に適用することができる。このような例として、鋼製橋への防錆剤の塗布、コンクリート構造物への含浸剤の塗布等が挙げられる。 Since the application method of the present invention uses the above-described application jig, it is effective when applied to a canyon part that is difficult to work, such as a high place and a mountainous part, and is more difficult to work, It can be used for various purposes other than coating waterproof materials on the canyons at the bridge end of the bridge. Examples of this include application of a rust inhibitor to a steel bridge, application of an impregnating agent to a concrete structure, and the like.

幅2m、高さ1.8mのL型擁壁を2枚準備し、垂直面の下から1mと1.5mの位置に横線をマーキングした後、幅が100mmになる様に向かい合わせにセットして、模擬遊間部分を準備した。 Prepare two L-shaped retaining walls with a width of 2m and a height of 1.8m. After marking the horizontal line at the position of 1m and 1.5m from the bottom of the vertical surface, set them facing each other so that the width becomes 100mm. And prepared a simulated play section.

次に、大塚刷毛製造株式会社製スモールローラーC12(6インチ)に、長さ1.5mの継ぎ柄を取り付けたものを用意し、これを用いて、プライマーとして電気化学工業社製ハードロック2「DKK550−003」を模擬遊間部分に塗布量0.2Kg/mの量で塗布した。 Next, a small roller C12 (6 inches) manufactured by Otsuka Brush Manufacturing Co., Ltd. was prepared by attaching a 1.5 m long joint pattern, and this was used as a primer. "DKK550-003" was applied in an amount of 0.2 kg / m 2 on the simulated gap.

約30分放置し、「DKK550−003」が充分含浸したことを確認した後、同じく電気化学工業株式会社製桁端防水材“ケタコート1”のA剤1Kgに、B剤20gの量比で加え、色が均一になるまで良く攪拌した。 After leaving for about 30 minutes and confirming that “DKK550-003” is sufficiently impregnated, add it to 1 kg of A agent of girder-end waterproofing material “Keta Coat 1” manufactured by Denki Kagaku Kogyo Co., Ltd. in an amount ratio of 20 g of B agent. Stir well until the color is uniform.

次に、2個の大塚刷毛製造株式会社製砂骨材スモールローラー(極細目)を装着した、3.5mの継ぎ柄を取り付けてある、図1に示す塗装用治具を用いて、擁壁から1.5m離れた位置から模擬遊間部分のマーキングをしている範囲を塗布した。ウエットゲージにより膜厚測定を行い0.8mm以上の膜厚になるまで3回重ね塗りをした。 Next, using the jig for painting shown in FIG. 1, which is equipped with two Otsuka Brush Manufacturing Co., Ltd. sand aggregate small rollers (extra fine) and attached with a 3.5 m joint pattern, a retaining wall A range where marking of the simulated gap portion was applied from a position 1.5 m away from the coating was applied. The film thickness was measured with a wet gauge, and the coating was repeated three times until the film thickness became 0.8 mm or more.

一夜放置後、擁壁を離してピンホールの有無、塗布斑の有無を目視で確認すると同時に、デフレスコ社製超音波膜厚計ポジテクター100により5箇所の膜厚を測定した。この結果を表1に示した。

Figure 2005087909
After being left overnight, the retaining wall was removed, and the presence or absence of pinholes and coating spots were visually confirmed. At the same time, the film thickness at five locations was measured with an ultrasonic film thickness meter positive detector 100 manufactured by Defresco. The results are shown in Table 1.
Figure 2005087909

実施例1で使用した擁壁について、サンドブラストで防水材を取り除き、実施例1と同様にマーキングを行った後、幅50mmになる様に向かい合わせにセットし模擬遊間を準備した。 About the retaining wall used in Example 1, the waterproof material was removed by sandblasting, marking was performed in the same manner as in Example 1, and then set facing each other so as to be 50 mm in width to prepare a simulated play space.

次に実施例1と同様にプライマーとしてハードロック2「DK550−003」を塗布した。 Next, as in Example 1, hard rock 2 “DK550-003” was applied as a primer.

2個の大塚刷毛製造株式会社製砂骨材スモールローラー(極細目)をセットし、長さ3.5m継ぎ柄を取り付けた、図2に示した塗布用治具を用意し、電気化学工業社製桁端防水材ケタコート1を実施例1と同様の手順で塗布した。実施例1と同様に一夜放置し完全硬化した後、ピンホールの有無、塗り斑の有無と超音波膜厚計による膜厚測定を行なった。 Set the two sand aggregate small rollers (extra fine) made by Otsuka Brush Manufacturing Co., Ltd., and prepare the application jig shown in FIG. The girder end waterproof material Ketacoat 1 was applied in the same procedure as in Example 1. In the same manner as in Example 1, after being left overnight and completely cured, the presence or absence of pinholes, the presence or absence of smears, and the film thickness measurement with an ultrasonic film thickness meter were performed.

実施例2と同様の手順で幅20mmの模擬遊間を作成し、プライマーとして「DK550−003」を塗布後、実施例2と同じ塗布用冶具を用いて、電気化学工業社製ケタコート1を塗布し、ピンホールの有無、塗布斑の有無を確認した。更に、超音波膜厚計により膜厚測定を行なった。 A simulated play with a width of 20 mm was created in the same procedure as in Example 2, and after applying “DK550-003” as a primer, Ketacoat 1 manufactured by Denki Kagaku Kogyo Co., Ltd. was applied using the same application jig as in Example 2. The presence or absence of pinholes and the presence of coating spots were confirmed. Furthermore, the film thickness was measured with an ultrasonic film thickness meter.

塗布冶具として遊間部分に挿入し易くするため図2に示す2個の塗布ローラーの幅を狭めてロックし、所定の場所で手元操作によりそのロックを解除する装置を取り付けた塗布用冶具を使用したこと以外は、実施例2と同様の方法で防水材を塗布し、評価を行なった。 In order to make it easy to insert the gap between the gaps as a coating jig, the two coating rollers shown in FIG. 2 were narrowed and locked, and a coating jig equipped with a device for releasing the lock by hand operation at a predetermined location was used. Except for this, a waterproof material was applied in the same manner as in Example 2 and evaluated.

(比較例1)実施例1において、電気化学工業社製ケタコート1を塗布する塗布用冶具が、1個の大塚刷毛製造株式会社製砂骨スモールローラー(極細目)を用いた、長さ3.5mの継ぎ柄を設けている塗布用冶具を使用したこと以外は、同じ手順で塗布と塗布後の評価を行なった。 (Comparative Example 1) In Example 1, the coating jig for applying the Ketacoat 1 manufactured by Denki Kagaku Kogyo Co., Ltd. used one Otsuka Brush Manufacturing Co., Ltd. sandbone small roller (very fine). The application and the evaluation after application were performed in the same procedure except that an application jig having a 5 m joint pattern was used.

(比較例2)比較例1と同様、ケタコート1を塗布するローラーが砂骨スモールローラー(極細目)1本であること以外は、比較例1と同様の方法で塗布し評価を行なった。 (Comparative Example 2) As in Comparative Example 1, the coating was performed in the same manner as in Comparative Example 1 except that the roller for applying the digit coat 1 was one sandbone small roller (extra fine).

(比較例3)比較例1、2と同様に、ローラーが砂骨スモールローラー(極細目)1個であること以外は実施例3と同様の方法で塗布、評価を行なった。 (Comparative Example 3) As in Comparative Examples 1 and 2, coating and evaluation were performed in the same manner as in Example 3 except that the roller was one sandbone small roller (extra fine).

本発明の塗装用治具は、凹凸のある表面や空隙部分のような複雑形状の塗布面に容易に追従しやすい、峡間部に挿入する時には峡間部の大きさに合わせてローラー間距離が変わるので、峡間部の相対する面の塗布が塗り斑やピンホール等の発生が殆どなしに塗布することができる、更に、ローラーへ送液することで連続的に塗布作業が可能であるように構成されているので、前記特徴を有する塗布用治具を用いている本発明の塗装方法は、塗り斑やピンホール等の発生が殆どなしに、しかも連続的にすることができる特徴を有しているとともに、より少ない労力で作業が行なえる、高所に於いても作業し易くなる等、作業効率面で大いに改善できることから、橋梁の桁端部分の峡間部に防水材を塗布する方法を初めとして多くの用途に適用でき、産業上非常に有用である。 The coating jig of the present invention easily follows a complex-shaped coating surface such as an uneven surface or a void portion, and when inserted into the canyon portion, the distance between the rollers changes according to the size of the canyon portion. Therefore, it is possible to apply the coating on the opposite faces of the canyon part with almost no occurrence of smears or pinholes, and further, it is possible to apply continuously by feeding the liquid to the roller. Therefore, the coating method of the present invention using the coating jig having the above-described features has a feature that it can be made continuous with almost no occurrence of smears or pinholes. In addition, it is possible to work with less labor, and it is easier to work even in high places. As applicable to many uses , It is very useful on the industry.

本願の請求項2に係る塗装用治具の一例を示す図。The figure which shows an example of the jig | tool for coating which concerns on Claim 2 of this application. 本願の請求項2に係る塗装用治具の他の一例を示す図。The figure which shows another example of the jig | tool for coating which concerns on Claim 2 of this application.

符号の説明Explanation of symbols

1 塗布用ローラー
2 支持棒
3 バネ
4 固定部
1 Application roller 2 Support rod 3 Spring 4 Fixed part

Claims (5)

一つの固定部に、塗布用ローラーと当該塗布用ローラーを支持するための支持棒とからなる塗布部を複数個設けた塗装用治具であって、前記塗布部同士が相対的に位置変化して塗布部がなす空間の大きさを変えられるように結合されていることを特徴とする塗布用治具。 A coating jig provided with a plurality of application parts each consisting of an application roller and a support rod for supporting the application roller on one fixed part, the application parts relatively changing position. The application jig is characterized by being coupled so that the size of the space formed by the application part can be changed. 2個の塗布部を有し、2個の塗布用ローラー間の距離を変えることができるように、両者の支持棒がバネにより結合されていることを特徴とする請求項1記載の塗布用治具。 The coating treatment according to claim 1, wherein the coating rod has two coating portions and the support rods are coupled by a spring so that the distance between the two coating rollers can be changed. Ingredients. 塗布材料を2個のローラーへ送液し、連続的に塗布作業が可能であることを特徴とする請求項2記載の塗布用治具。 The coating jig according to claim 2, wherein the coating material is fed to two rollers and can be continuously coated. 請求項2又は請求項3記載の塗布用治具を用いて、峡間部に挿入する時に2つのローラー間の距離を縮めて挿入し、塗布箇所に挿入した時点で2個のローラーの間隔を広げて峡間部に密着させることを特徴とする峡間部の塗布方法。 Using the application jig according to claim 2 or claim 3, when inserting the gap between the two rollers, the distance between the two rollers is reduced and the distance between the two rollers is increased when the gap is inserted into the application location. A method for applying the inter-gorge part, characterized in that it is in close contact with the inter-gorge part. 前記峡間部が橋梁の桁端部分であり、塗布される材料が防水材であることを特徴とする請求項4記載の塗布方法。 5. The coating method according to claim 4, wherein the canyon portion is a beam end portion of a bridge, and a material to be applied is a waterproof material.
JP2003326048A 2003-09-18 2003-09-18 Applying tool and applying method using the same Pending JP2005087909A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109127259A (en) * 2018-08-14 2019-01-04 佛山信卓派思机械科技有限公司 Trunk is coated lime robot
CN112081018A (en) * 2020-08-21 2020-12-15 温州融宸科技有限公司 Construction equipment is consolidated to building steel construction bridge
CN114457979A (en) * 2020-11-10 2022-05-10 广东博智林机器人有限公司 Round brush subassembly and have its coating robot

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109127259A (en) * 2018-08-14 2019-01-04 佛山信卓派思机械科技有限公司 Trunk is coated lime robot
CN112081018A (en) * 2020-08-21 2020-12-15 温州融宸科技有限公司 Construction equipment is consolidated to building steel construction bridge
CN114457979A (en) * 2020-11-10 2022-05-10 广东博智林机器人有限公司 Round brush subassembly and have its coating robot

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