JP2002275831A - Reinforcing/repairing material painting method and device of concrete structure - Google Patents

Reinforcing/repairing material painting method and device of concrete structure

Info

Publication number
JP2002275831A
JP2002275831A JP2001072282A JP2001072282A JP2002275831A JP 2002275831 A JP2002275831 A JP 2002275831A JP 2001072282 A JP2001072282 A JP 2001072282A JP 2001072282 A JP2001072282 A JP 2001072282A JP 2002275831 A JP2002275831 A JP 2002275831A
Authority
JP
Japan
Prior art keywords
reinforcing
concrete structure
repair material
film
pressing
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
JP2001072282A
Other languages
Japanese (ja)
Other versions
JP3645190B2 (en
Inventor
Akio Matsuzaki
昭男 松崎
Kiyoshi Noda
清 野田
Yoshitaka Yoshida
義孝 吉田
Takashi Nogiwa
高志 野際
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.)
Kabuki Construction Co Ltd
Original Assignee
Kabuki Construction Co 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 Kabuki Construction Co Ltd filed Critical Kabuki Construction Co Ltd
Priority to JP2001072282A priority Critical patent/JP3645190B2/en
Publication of JP2002275831A publication Critical patent/JP2002275831A/en
Application granted granted Critical
Publication of JP3645190B2 publication Critical patent/JP3645190B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a reinforcing/repairing material painting method and a device of a concrete structure easy in reinforcing/repairing work, and reducing a loss in a reinforcing/repairing material. SOLUTION: The reinforcing/repairing material 40 is inputted from a supply nozzle 25 to between a surface of a skeleton 30 of the reinforcing/repairing concrete structure and a film 20 having one end pressed down by a film pressing-down means 9. The film 20 is pressed from above by a pressing roller 12. While supplying the film 20, a slide base 10 mounted with these members is moved, and the reinforcing/repairing material 40 is painted on a reinforcing/ repairing surface. Since the painted reinforcing/repairing material 40 is covered with the film 20, slipping-out and peeling-off are not caused, and the loss is reduced. Since the reinforcing/repairing material is automatically painted by the device, efficient and unform painting can be performed so that an operator can be released from laborious work.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、橋、トンネル、ビ
ル等のコンクリート構造物を補強、若しくは補修するた
めの、補強・補修材の塗り方法及び塗り装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for coating a reinforcing / repair material for reinforcing or repairing concrete structures such as bridges, tunnels, and buildings.

【0002】[0002]

【従来の技術】震災で高速道路等の橋脚が倒れことや、
トンネルの天井下面からコンクリート破片が落下した等
の事故が発生したことから、橋脚の側面や天井スラブ下
面等のコンクリート構造物の側壁、側面、スラブ下面の
補強、補修が行われている。従来このような、コンクリ
ート構造物の側面やスラブ下面の補強、補修は、コンク
リート構造物の側面やスラブ下面にPPMGモルタル等
の補強・補修材をこて等で人手によってなされていた。
[Prior Art] The piers of expressways etc. collapsed due to the earthquake,
Due to accidents such as concrete debris falling from the lower surface of the tunnel ceiling, reinforcement and repair of side walls, side surfaces, and lower surfaces of slabs of concrete structures such as side surfaces of piers and lower surfaces of ceiling slabs have been performed. Conventionally, such reinforcement and repair of the side surface and the lower surface of the slab of the concrete structure have been performed manually by using a trowel or the like with a reinforcing material such as PPMG mortar on the side surface or the lower surface of the slab of the concrete structure.

【0003】[0003]

【発明が解決しようとする課題】補強・補修材をこて塗
りにより人手によって行うことは、単位時間当たりの施
工量が少なく、施工日数がかかり工事費も高いものとな
っている。又、コンクリート構造物の側面や、スラブ下
面に補強・補修材をこて塗りで塗りつけて補強、補修す
る人手による作業は、困難な作業で苦渋に満ちた作業で
ある。
When the reinforcement / repair material is manually applied by troweling, the amount of work per unit time is small, the number of days required for the work is high, and the work cost is high. In addition, the work of manually reinforcing and repairing the side surface of the concrete structure or the lower surface of the slab by applying a reinforcing / repair material by troweling is a difficult and painful operation.

【0004】通常コンクリート構造物を補強するような
場合には、補強しようとする作業対象面に対して鉄筋を
配設し補強・補修材をこの鉄筋の上から充填塗布するこ
とによって、鉄筋を補強・補修材内に埋め込み、コンク
リート構造物の柱や壁面、スラブ下面を補強するもので
ある。手作業で補強・補修材を塗る場合には、この補強
・補修材を鉄筋の裏側、すなわち、鉄筋とコンクリート
構造物の側面や、スラブ下面等の作業対象面との間に充
填させて隙間空間が生じないように施工しなければなら
ず、その分この補強・補修作業を困難にしている。さら
に、この補強、補修作業中に補強・補修材が抜け落ちた
り、剥がれ落ちる場合があり、補強・補修材の無駄な使
用となっていた。
[0004] When reinforcing a concrete structure, a reinforcing bar is arranged on the work surface to be reinforced and a reinforcing / repair material is filled and applied from above the reinforcing bar, thereby reinforcing the reinforcing bar.・ It is embedded in the repair material to reinforce the pillars and walls of the concrete structure and the lower surface of the slab. When the reinforcement / repair material is applied manually, the reinforcement / repair material is filled on the back side of the reinforcing bar, that is, between the reinforcing bar and the work surface such as the side surface of the concrete structure or the lower surface of the slab, thereby forming a clearance space. Construction work must be performed so that the reinforcement and repair work is difficult. Furthermore, during the reinforcement and repair work, the reinforcement and repair material may fall off or come off, resulting in wasteful use of the reinforcement and repair material.

【0005】又、この作業をこて塗りによる手作業では
なく、圧送機等で補強・補修材をコンクリート構造物の
側面や、スラブ下面等の作業対象面に圧送して塗りつけ
る方法もあるが、この場合、圧送機等で補強・補修材を
作業対象面に圧送して塗りつけるだけでは、鉄筋の裏側
の、鉄筋とコンクリート構造物の側面やスラブ下面等の
作業対象面との間に補強・補修材が確実に充填されず、
隙間が生じる場合があり、十分な補強、補修ができない
という問題がある。この圧送機で作業を行う場合でも、
補強・補修材が抜け落ちたり、剥がれ落ちる場合があ
り、補強・補修材の無駄な使用を招いていた。この圧送
機で作業を行う場合も、人手による作業であることか
ら、その作業は困難で苦渋に満ちたものである。
[0005] There is also a method in which this work is not performed manually by troweling, but instead, the reinforcing and repairing material is pressed and applied to the side of the concrete structure or the work surface such as the lower surface of the slab by a pumping machine. In this case, simply feeding the reinforcement / repair material to the work surface with a pump or the like and painting it between the reinforcement and the work surface, such as the side of the concrete and the side of the concrete structure or the lower surface of the slab, is not required. The material is not filled securely,
There is a problem that a gap may be generated, and sufficient reinforcement and repair cannot be performed. Even when working with this pump,
Reinforcement / repair materials may fall off or come off, resulting in wasteful use of reinforcement / repair materials. Even when the work is performed by the pumping machine, the work is performed by hand, so that the work is difficult and troublesome.

【0006】そこで、本発明は、鉄筋の裏側にも補強・
補修材を確実に充填でき、補強・補修作業が容易で、補
強・補修材のロスが少ないコンクリート構造物の補強・
補修材塗り方法及び、自動的に補強・補修材を塗ること
ができる補強・補修材塗り装置を提供することにある。
Accordingly, the present invention provides a method for reinforcing and
Reinforcement of concrete structures that can reliably fill the repair material, facilitate reinforcement and repair work, and reduce loss of reinforcement and repair material.
An object of the present invention is to provide a repair material applying method and a reinforcing / repair material applying apparatus capable of automatically applying a reinforcing / repair material.

【0007】[0007]

【課題を解決するための手段】本発明のコンクリート構
造物の補強・補修材塗り方法は、補強、補修しようとす
るコンクリート構造物の側面又はスラブ下面等のコンク
リート構造物の面に対して補強・補修材を投入し、該投
入された補強・補修材をフィルムで覆い、該フィルムの
上から押圧部材で補強・補修材を押圧してコンクリート
構造物の面に塗りつけるようにした。さらに、具体的に
は、前記補強・補修材を構造物の面と前記フィルム間に
投入しながら前記フィルムの上からローラ等の押圧部材
で押圧しながら移動して補強・補修材をコンクリート構
造物の面とフィルム間に充填して塗りつけるようにし
た。
According to the present invention, there is provided a method for applying a reinforcing / repair material to a concrete structure, the method comprising the steps of reinforcing and repairing a surface of a concrete structure such as a side surface of a concrete structure to be reinforced or repaired or a lower surface of a slab. The repairing material was charged, the reinforcing material and the repairing material supplied were covered with a film, and the reinforcing member and the repairing material were pressed from above the film with a pressing member so as to be applied to the surface of the concrete structure. More specifically, the reinforcement / repair material is moved between the surface of the structure and the film while being pressed by a pressing member such as a roller while the reinforcement / repair material is being put between the surface of the structure and the film, and the reinforcement / repair material is moved to the concrete structure Between the film surface and the film.

【0008】上記方法を実施する装置として、本発明の
コンクリート構造物の補強・補修材塗り装置は、筐体に
設けられた送り手段の駆動により移動するスライドベー
スと、該スライドベースに取り付けられたフィルム供給
手段と、コンクリート構造物の面と前記フィルムの間に
補強・補修材を供給する供給手段と、前記フィルムの上
から供給された補強・補修材を押し付けコンクリート構
造物の面に塗りつける押圧機構とを備える。又、この装
置には、補強・補修とするコンクリート構造物の面とス
ライドベース間の間隔を調整する間隔調整手段を備え
る。又、前記押圧機構は、押圧ローラと、該押圧ローラ
に押圧力を付与する圧力付与手段と、該圧力付与手段で
与えられた圧力を調整する圧力調整手段か、押圧ローラ
の押圧方向への移動を制限するストッパが設けられてい
る。さらに、前記押圧機構は、前記コンクリート構造物
の面に塗りつける補強・補修材の厚さを調整可能として
いる。又、前記フィルムの一端をコンクリート構造物の
面に押さえつけるフィルム押さえ手段が設けられてい
る。
As an apparatus for carrying out the above method, the apparatus for applying a reinforcing / repair material for a concrete structure according to the present invention is provided with a slide base which is moved by driving a feed means provided in a housing, and is attached to the slide base. Film supply means, supply means for supplying a reinforcement / repair material between the surface of the concrete structure and the film, and a pressing mechanism for pressing the reinforcement / repair material supplied from above the film and painting the surface of the concrete structure And Further, the apparatus is provided with an interval adjusting means for adjusting the interval between the surface of the concrete structure to be reinforced and repaired and the slide base. The pressing mechanism may include a pressing roller, pressure applying means for applying a pressing force to the pressing roller, pressure adjusting means for adjusting the pressure applied by the pressure applying means, or moving the pressing roller in a pressing direction. Is provided. Further, the pressing mechanism can adjust the thickness of the reinforcing / repair material applied to the surface of the concrete structure. Further, a film pressing means for pressing one end of the film against the surface of the concrete structure is provided.

【0009】[0009]

【発明の実施の形態】図1は、本発明のコンクリート構
造物の補強・補修材塗り方法を実施する補強・補修材塗
り装置の一実施形態の側面図であり、図2はその正面図
である。この実施形態における補強・補修材塗り装置の
筐体1は、スライドベース10の移動をガイドするガイ
ドレール3と、該ガイドレール3の両端に設けられた間
隔調整手段取付部材2で構成され、該間隔調整手段取付
部材2の両端には間隔調整手段8が設けられている。こ
の間隔調整手段8は取付部材2から突出する量をネジ等
により調整できる構造となっている。又、下部の間隔調
整手段取付部材2には、フィルム押さえ手段9が設けら
れ、該フィルム押さえ手段9の先端ロッド9aはスプリ
ング等によって前方へ突き出るように付勢されている。
FIG. 1 is a side view of an embodiment of a reinforcement / repair material coating apparatus for carrying out a method for coating a reinforcement / repair material of a concrete structure according to the present invention, and FIG. 2 is a front view thereof. is there. The housing 1 of the reinforcing / repair material coating apparatus according to this embodiment includes a guide rail 3 for guiding the movement of the slide base 10, and interval adjusting means attaching members 2 provided at both ends of the guide rail 3. At both ends of the space adjusting means mounting member 2, space adjusting means 8 is provided. The distance adjusting means 8 has a structure in which the amount of protrusion from the mounting member 2 can be adjusted with a screw or the like. Further, a film pressing means 9 is provided on the lower space adjusting means attaching member 2, and a tip rod 9a of the film pressing means 9 is urged by a spring or the like to protrude forward.

【0010】ガイドレール3には、その長さ方向に沿っ
てボールネジ4が配設され、該ボールネジ4は、駆動モ
ータ6によって歯車等の伝動機構7を介して駆動される
ようになっている。このボールネジ4にはスライドベー
ス10に設けられたボールナット(図示せず)が螺合し
ており、このボールネジ4の回転によって、スライドベ
ース10は、ガイドレール2にガイドされて直線移動す
るように構成されている。又、図1において、符号5
は、補強・補修材塗り装置をパワーショベルやバックホ
ウ等の建設機械のアーム先端に取り付けるために筐体1
に設けられた取付部材である。
The guide rail 3 is provided with a ball screw 4 along its length, and the ball screw 4 is driven by a drive motor 6 via a transmission mechanism 7 such as a gear. A ball nut (not shown) provided on the slide base 10 is screwed into the ball screw 4. The rotation of the ball screw 4 causes the slide base 10 to be guided by the guide rail 2 and move linearly. It is configured. Also, in FIG.
Is a housing 1 for attaching a reinforcement / repair material coating device to the tip of an arm of a construction machine such as a power shovel or a backhoe.
It is an attachment member provided in.

【0011】スライドベース10には、押圧機構11が
組み付けてあり、該押圧機構11は、押圧ローラ12
と、該押圧ローラ12が回転自在に取り付けられている
スイングアーム13と、押圧ローラ12に押圧力を与え
るための圧力付与手段としてのスプリング14と、押圧
力の調整手段としてのアーム制御シリンダー15で構成
されている。
A pressing mechanism 11 is mounted on the slide base 10. The pressing mechanism 11 includes a pressing roller 12.
A swing arm 13 on which the pressing roller 12 is rotatably mounted, a spring 14 as a pressure applying means for applying a pressing force to the pressing roller 12, and an arm control cylinder 15 as a pressing force adjusting means. It is configured.

【0012】スイングアーム13は一端に回転自在に押
圧ローラ12が枢着され、他方の端部は、スライドベー
ス10に取り付けられている軸16に回転自在に取り付
けられている。又、該軸16を中心にスイングアーム1
3を外方向(図1において軸16を中心に反時計方向)
に回動させるように、前記他方の端部とスライドベース
10間に圧力付与手段としてのスプリング14がかけら
れている。さらに、このスプリング14で付与される押
圧ローラの外方向への押圧力を調整するための圧力調整
手段としてのアーム制御シリンダー15がスイングアー
ム13の前記他方の端部とスライドベース10間に設け
られている。
The swing arm 13 has one end to which the pressing roller 12 is rotatably mounted, and the other end rotatably mounted to a shaft 16 mounted on the slide base 10. In addition, the swing arm 1 is
3 outward (counterclockwise around axis 16 in FIG. 1)
A spring 14 is applied as a pressure applying means between the other end and the slide base 10 so as to be rotated. Further, an arm control cylinder 15 is provided between the other end of the swing arm 13 and the slide base 10 as pressure adjusting means for adjusting the outward pressing force of the pressing roller applied by the spring 14. ing.

【0013】さらに、スライドベース10には、ポリエ
チレン系ビニールやポリ塩化系ビニール等の高分子系フ
イルム20を供給するフィルムロール等で構成されるフ
ィルム供給手段21と該フィルム20をガイドするガイ
ドローラ22が設けられている。又、スライドベース1
0には、押圧ローラ14の下側(押圧ローラ14を挟ん
でガイドローラ22の反対側)に、フィルム押さえアー
ム23が設けられ、該フィルム押さえアーム23の先端
ロッド23aはスプリング等で突出方向に付勢されてお
り、該先端ロッド23aの先端にはローラが回転自在に
枢着されている。ガイドローラ22と押圧ローラ14の
間には、補強・補修材の供給状態を検出するセンサ24
が設けられている。この実施形態では3つのセンサ24
が図2に示すように並んで配設されている。また、前記
ガイドローラ22よりも外側の位置に先端が配置された
補強・補修材供給手段としての供給ノズル25がスライ
ドベース10に取り付けられている。
Further, on the slide base 10, a film supply means 21 composed of a film roll or the like for supplying a polymer film 20 such as polyethylene vinyl or polyvinyl chloride, and a guide roller 22 for guiding the film 20 are provided. Is provided. Also, slide base 1
0, a film pressing arm 23 is provided below the pressing roller 14 (on the opposite side of the guide roller 22 across the pressing roller 14), and the tip rod 23a of the film pressing arm 23 is protruded by a spring or the like in the protruding direction. A roller is pivotally attached to the tip of the tip rod 23a so as to be freely rotatable. Between the guide roller 22 and the pressing roller 14, a sensor 24 for detecting the supply state of the reinforcing / repair material is provided.
Is provided. In this embodiment, three sensors 24
Are arranged side by side as shown in FIG. In addition, a supply nozzle 25 as a reinforcing / repair material supply unit whose tip is disposed outside the guide roller 22 is attached to the slide base 10.

【0014】次に、この補強・補修材塗り装置を用い
て、コンクリート構造物の側面やスラブ下面の補強、補
修作業を行う場合の作業動作について説明する。図1に
示す例は、コンクリート構造物の側面を補強しようとす
る作業における補強・補修材塗り作業を行うときの状態
を示している。
Next, a description will be given of the operation of the reinforcing / repair material coating apparatus when reinforcing and repairing the side surface and the lower surface of the slab of the concrete structure. The example shown in FIG. 1 shows a state in which a reinforcing / repair material coating operation is performed in an operation of reinforcing a side surface of a concrete structure.

【0015】まず、コンクリート構造物の補強、補修し
ようとする躯体30の表面をケレンし塵埃、油分、かび
等を除去した後、補強鉄筋31を取り付け金具により取
り付け、その後、接着剤としての補強・補修部材(PP
MGモルタル)をこの作業対象表面に吹き付け下塗り吹
きつけを行う。その後、本発明の補強・補修材塗り装置
を用いて、本発明の補強・補修材塗り方法を適用して補
強・補修材の塗り工程を行う。
First, the surface of the skeleton 30 to be reinforced and repaired for the concrete structure is removed to remove dust, oil, mold, etc., and then the reinforcing steel bar 31 is attached with a mounting bracket. Repair parts (PP
MG mortar) is sprayed onto the surface of the work to perform undercoat spraying. After that, using the reinforcing / repair material applying apparatus of the present invention, the reinforcing / repair material applying method of the present invention is applied to perform a reinforcing / repair material applying step.

【0016】まず、筐体1に設けられた取付部材5を介
してパワーショベルやバックホウ等の建設機械のアーム
先端にこの補強・補修材塗り装置を取り付けると共に、
塗りつけようとする補強・補修材40の厚さに応じて、
間隔調整手段8の突出量を調整する。又、この補強・補
修材40の厚さに応じた圧力付与手段のスプリング14
を選択して取り付ける。さらに、圧力調整手段のアーム
制御シリンダー15を調整して、押圧ローラ12で押圧
する圧力を調整する。
First, the reinforcement / repair material coating device is attached to the tip of an arm of a construction machine such as a power shovel or a backhoe via an attachment member 5 provided on the housing 1.
Depending on the thickness of the reinforcement / repair material 40 to be painted,
The protrusion amount of the interval adjusting means 8 is adjusted. Further, the spring 14 of the pressure applying means corresponding to the thickness of the reinforcing / repair material 40 is used.
Select and attach. Further, the pressure applied by the pressing roller 12 is adjusted by adjusting the arm control cylinder 15 of the pressure adjusting means.

【0017】そこで、建設機械を運転し、この補強・補
修材塗り装置を補強、補修しようとするコンクリート構
造物の躯体30の表面に図1に示すように配置する。す
なわち、間隔調整手段8の先端が作業対象面を押圧し、
この作業対象面とスライドベース10のスライド面が平
行となるように配置する。この際、フィルム供給手段2
1のフィルムロールからフイルム20を取り出し、ガイ
ドローラ22、押圧ローラ12の外側(作業対象面側)
を通し、作業対象面の下端位置でフィルム押さえ手段9
で押さえて固定する。
Then, the construction machine is operated, and the reinforcing / repair material coating device is disposed on the surface of the skeleton 30 of the concrete structure to be reinforced and repaired as shown in FIG. That is, the tip of the interval adjusting means 8 presses the work surface,
The work surface and the slide surface of the slide base 10 are arranged in parallel. At this time, the film supply means 2
The film 20 is taken out of the film roll 1 and outside the guide roller 22 and the pressing roller 12 (the work surface side).
Through the film holding means 9 at the lower end position of the work surface.
Press and fix with.

【0018】次に供給ノズル25から補強・補修材40
を作業対象面とフィルム20の間に送り込み投入する。
補強・補修材40は落下し、躯体30の作業対象面とフ
ィルム20の間に充填され、該補強・補修材40の重み
で、3つのセンサ24が共にオンとなると、駆動モータ
6を駆動し、スライドベース10をボールネジ4とナッ
トの機構により上昇させる。押圧ローラ12はスプリン
グ14の張引力によりフィルム20を介して補強・補修
材40を体躯30の表面に押し付け、その押し付け力
は、アーム制御シリンダー15により設定された圧力で
押し付けることになる。
Next, the reinforcing / repair material 40 is supplied from the supply nozzle 25.
Is fed between the work surface and the film 20.
When the reinforcement / repair material 40 falls and is filled between the work target surface of the frame 30 and the film 20, and the three sensors 24 are turned on by the weight of the reinforcement / repair material 40, the drive motor 6 is driven. Then, the slide base 10 is raised by the mechanism of the ball screw 4 and the nut. The pressing roller 12 presses the reinforcement / repair material 40 against the surface of the body 30 via the film 20 by the tension force of the spring 14, and the pressing force is pressed by the pressure set by the arm control cylinder 15.

【0019】そして、スライドベース10が上昇すれ
ば、押圧ローラ12も回転しながら上昇し、この上昇に
つれてフィルム供給手段21からフィルム20が供給さ
れて、補強・補修材40は、躯体30の表面に所定厚さ
で塗りつけられ、かつその表面はフィルム20で覆われ
保持されることになる。しかも、押圧ローラ12で補強
・補修材40はフィルム20を介して押圧されながら躯
体30の表面に塗りつけられるから、鉄筋31の裏側、
すなわち鉄筋31と躯体30表面間の間隙にもむらなく
充填され、空間が生じることはない。又、フィルム押さ
えアーム23がフィルム20を補強・補修材40に押し
付けることにより、フイルム20は補強・補修材40と
密着し、補強・補修材40が剥がれ落ちることを防止す
る。
When the slide base 10 rises, the pressing roller 12 also rises while rotating, and as this rises, the film 20 is supplied from the film supply means 21, and the reinforcing / repair material 40 is placed on the surface of the frame 30. It is painted with a predetermined thickness, and its surface is covered and held by the film 20. In addition, the reinforcing / repair material 40 is applied to the surface of the skeleton 30 while being pressed via the film 20 by the pressing roller 12.
That is, the gap between the reinforcing bar 31 and the surface of the frame 30 is evenly filled, and no space is generated. Further, when the film holding arm 23 presses the film 20 against the reinforcement / repair material 40, the film 20 adheres to the reinforcement / repair material 40, thereby preventing the reinforcement / repair material 40 from peeling off.

【0020】又、躯体30の作業対象表面が一部崩れ落
ち凹部を形成していているような場合には、補強・補修
材40がこの凹部に充填され、その結果、センサ24に
加わる負荷が低下して、少なくとも1つのセンサ24が
オフになるとスライドベース10の上昇が停止し、この
箇所で補強・補修材40が多量に充填されることにな
る。これにより、作業対象面の凹凸に対しても確実に補
強・補修材40を充填させることができるものである。
しかも、補強・補修材40はフイルム20と作業対象面
間に充填するように投入されるから、補強・補修材40
がこぼれ落ちることは少なく、補強・補修材40のロス
が少なくて済む。
If the work surface of the frame 30 is partially collapsed to form a concave portion, the reinforcement / repair material 40 is filled in the concave portion, and as a result, the load applied to the sensor 24 is reduced. Then, when at least one sensor 24 is turned off, the lifting of the slide base 10 stops, and a large amount of the reinforcing / repair material 40 is filled at this point. This makes it possible to reliably fill the reinforcement / repair material 40 even with irregularities on the work target surface.
In addition, since the reinforcement / repair material 40 is supplied so as to fill between the film 20 and the work surface, the reinforcement / repair material 40
There is little spilling, and the loss of the reinforcing / repair material 40 is small.

【0021】こうして、フィルム20と作業対象面間に
補強・補修材40を充填し該作業対象面に補強・補修材
40を押圧塗りつけていき、作業対象面への塗りつけが
終了すると、供給ノズル25からの補強・補修材40の
投入を停止し、フイルム20を切断して、この作業対象
面へのこの補強・補修材塗り作業を終了し、建設機械を
駆動してこの補強・補修材塗り装置を次の作業対象面位
置に移動させる。なお、この補強・補修材塗り装置にフ
イルム切断装置を取り付けておき、この切断装置で自動
的に切断するようにしてもよい。
In this way, the reinforcing / repair material 40 is filled between the film 20 and the work surface, and the reinforcing / repair material 40 is pressed and painted on the work surface. Is stopped, the film 20 is cut, the work for applying the reinforcement / repair material to the work target surface is completed, and the construction machine is driven to drive the reinforcement / repair material application device. Is moved to the next work surface position. A film cutting device may be attached to the reinforcing / repair material coating device, and the cutting device may automatically cut the film.

【0022】以上が、本発明における補強・補修材塗り
方法及びその装置の動作、作業説明である。上述した例
では、作業対象面がコンクリート構造物の側壁である例
を示したが、コンクリート構造物のスラブ下面に対して
も、本発明の方法及び本発明の補強・補修材塗り装置に
よる補強・補修材塗り方法は適用できるものである。特
に、スラブ下面を補強、補修する場合、補強・補修材4
0がスラブ下面に押圧押し付けて塗られその表面はフィ
ルムで覆われることになるから、補強・補修材40が部
分的に落下するようなことはない。
The above is the description of the operation of the reinforcing / repair material coating method and the apparatus of the present invention, and the operation thereof. In the above-mentioned example, the example in which the work target surface is the side wall of the concrete structure is shown, but the lower surface of the slab of the concrete structure can also be reinforced by the method of the present invention and the reinforcing / repair material coating device of the present invention. The repair material coating method is applicable. In particular, when reinforcing and repairing the lower surface of the slab, the reinforcement / repair material 4
0 is pressed and pressed against the lower surface of the slab and the surface thereof is covered with the film, so that the reinforcing / repair material 40 does not fall partially.

【0023】補強・補修材40を塗った後、該補強・補
修材40がある程度乾燥した後にフイルム20を該補強
・補修材40から剥がし、さらに増圧して補強・補修材
40を塗る場合には、再度同じ方法によって、補強・補
修材40を重ね塗りする。又、仕上げ加工を行うときに
は、フイルム20を剥がした後、仕上げ用の補強・補修
材を表面に吹き付け、この補強、補修作業を終了する。
After the reinforcing / repair material 40 is applied, the film 20 is peeled off from the reinforcing / repair material 40 after the reinforcing / repair material 40 has dried to some extent, and the pressure is further increased to apply the reinforcing / repair material 40. Then, the reinforcement / repair material 40 is applied again by the same method. When the finishing process is performed, after the film 20 is peeled off, a finishing reinforcing / repair material is sprayed on the surface, and this reinforcing / repairing operation is completed.

【0024】補強・補修材40とコンクリート表面との
接着力は、補強・補修材40とフイルム20の接着力よ
りも格段に大きく、フイルム20を補強・補修材40か
ら剥がしても、該補強・補修材40がフイルムに付着し
て共に剥がれるようなことはない。このフイルムの厚さ
は0.02mm〜0.2mm程度がよく、0.05mm
が望ましい。又、透明なフィルムを使用することによっ
て、塗りつけた補強・補修材40の乾燥状態や品質を確
認することができる。
The adhesive strength between the reinforcing / repair material 40 and the concrete surface is much larger than the adhesive force between the reinforcing / repair material 40 and the film 20, and even if the film 20 is peeled off from the reinforcing / repair material 40, The repair material 40 does not adhere to the film and peel off together. The thickness of this film is preferably about 0.02 mm to 0.2 mm, and 0.05 mm
Is desirable. Further, by using a transparent film, the dried state and quality of the applied reinforcing / repair material 40 can be confirmed.

【0025】上述した説明では、鉄筋を施した上から補
強・補修材40を塗る作業を説明したが、鉄筋を施さず
直接コンクリート構造物の表面に補強・補修材40を塗
りつける場合にも本発明は適用できるものである。
In the above description, the work of applying the reinforcing / repair material 40 from above with the reinforcing bar applied has been described. However, the present invention is also applicable to the case where the reinforcing / repair material 40 is directly applied to the surface of the concrete structure without applying the reinforcing bar. Is applicable.

【0026】上記実施形態では、圧力調整手段としての
アーム制御シリンダー15を設けたが、このアーム制御
シリンダー15の代わりにスイングアームの外方向(図
1において軸16を中心に反時計回り方向)の移動を規
制するストッパをも受けてもよい。この場合、ストッパ
の位置と間隔調整手段8とにより、充填塗布する補強・
補修材40の厚みが決まり、押圧ローラ12がフイルム
20を介して補強・補修材40を押圧する押圧力は、圧
力付与手段のスプリング14の張引力によって決まり、
所望する押圧力になるようにスプリング14を選択して
取り付けるようにすればよい。
In the above embodiment, the arm control cylinder 15 as the pressure adjusting means is provided. Instead of the arm control cylinder 15, the arm control cylinder 15 is provided in the outward direction of the swing arm (counterclockwise around the axis 16 in FIG. 1). A stopper for restricting the movement may be received. In this case, the position of the stopper and the distance adjusting means 8 are used to reinforce and fill the coating.
The thickness of the repair material 40 is determined, and the pressing force with which the pressing roller 12 presses the reinforcing / repair material 40 via the film 20 is determined by the tension of the spring 14 of the pressure applying means.
What is necessary is just to select and attach the spring 14 so as to obtain a desired pressing force.

【0027】又、上記実施形態では、押圧手段として回
転自在のローラを用いたが、ローラ以外で、表面が円弧
状になった押圧部材でもよい。又、本実施形態ではスイ
ングアーム13の先端に押圧ローラ12を取り付けて、
この押圧ローラ12による押圧力の分力が該押圧ローラ
の進行方向(補強・補修材の供給側方向)にもあるよう
にしたが、該押圧ローラ等の押圧部材を単に作業対象面
に対して垂直方向に油圧シリンダやソレノイド等によっ
て押圧するようにしてもよい。
In the above-described embodiment, a rotatable roller is used as the pressing means. However, other than the roller, a pressing member having an arcuate surface may be used. In the present embodiment, the pressing roller 12 is attached to the tip of the swing arm 13,
Although the component force of the pressing force by the pressing roller 12 is also in the traveling direction of the pressing roller (the direction toward the supply side of the reinforcing / repair material), the pressing member such as the pressing roller is simply moved with respect to the work surface. You may make it press with a hydraulic cylinder, a solenoid, etc. in a perpendicular direction.

【0028】又、上記実施形態ではフィルム押さえ手段
9をこの補強・補修材塗り装置に設けたが、このフイル
ム押さえ手段は補強・補修材塗り装置に設けず、補強・
補修材の塗りを開始するときに、人手によってフィルム
20を作業対象面に固定するようにしてもよい。
In the above embodiment, the film holding means 9 is provided in the reinforcing / repair material coating apparatus. However, the film holding means 9 is not provided in the reinforcing / repair material coating apparatus.
When the application of the repair material is started, the film 20 may be manually fixed to the work surface.

【0029】さらに、上述した実施形態では、ボールネ
ジナット機構によりスライドベースを移動させたが、ボ
ールネジナット機構の変わりに、リニアモータやエンド
レスチェーン、ベルト等を用いてもよい。特に、トンネ
ルの内周面の補強、補修の場合では、作業対象面が円弧
の状態である場合があるから、上述した実施形態のよう
にボールネジナット機構によってスライドベース10が
直線移動しかできないものよりも、作業対象面の円弧面
に沿って押圧ローラが移動することが望ましい。このよ
うな場合には、エンドレスチェーン、ベルト、クローラ
ー等を用いてスライドベースが、円弧状に移動し、押圧
ローラも円弧状に移動するようにすればよい。そして、
エンドレスチェーン、ベルト、クローラー等で形成され
るスライドベースの走行面の曲面を任意に変更できるよ
うに、エンドレスチェーン、ベルト、クローラー等の走
行曲面をローラ等で変更可能にしておけば、コンクリー
ト構造物の補強、補修しようとする面の曲面に合わせ
て、押圧手段の押圧ローラを所定圧力で補強・補修部材
をフイルムを介して作業対象面に押圧しながら塗りつけ
ることができるものである。
Further, in the above-described embodiment, the slide base is moved by the ball screw nut mechanism. However, a linear motor, an endless chain, a belt or the like may be used instead of the ball screw nut mechanism. In particular, in the case of reinforcing or repairing the inner peripheral surface of the tunnel, since the work target surface may be in an arc shape, the slide base 10 can only move linearly by the ball screw nut mechanism as in the above-described embodiment. Also, it is desirable that the pressing roller moves along the arc surface of the work target surface. In such a case, the slide base may be moved in an arc shape using an endless chain, a belt, a crawler, or the like, and the pressing roller may be moved in an arc shape. And
If the running surface of the endless chain, belt, crawler, etc. can be changed with rollers, etc., so that the curved surface of the running surface of the slide base formed by endless chains, belts, crawlers, etc. can be changed arbitrarily, concrete structures In accordance with the curved surface of the surface to be reinforced or repaired, the stiffening / repairing member can be applied to the work surface by pressing the pressing roller of the pressing means with a predetermined pressure to the work surface via the film.

【0030】[0030]

【発明の効果】本発明は、フイルムを使用して、補強・
補修材をコンクリート構造物表面に塗りつけ保持するよ
うにしたから、補強・補修材を確実にコンクリート構造
物表面に塗りつけ付着させることができ、補強剤として
鉄筋を組み込んだ場合でも、鉄筋と補強しようとするコ
ンクリート構造物表面間に確実にコンクリート構造物表
面を充填し、空間を形成することがないから、正確で確
実な補強、補修ができる。又、フィルムの使用により補
強・補修材の乾燥速度が遅くなり修復作業が用意とな
る。
According to the present invention, the film is reinforced and
Since the repair material is applied to the surface of the concrete structure and held, the reinforcement and repair material can be surely applied to the surface of the concrete structure and adhered to it. Since the concrete structure surface is reliably filled between the concrete structure surfaces to be formed and no space is formed, accurate and reliable reinforcement and repair can be performed. In addition, the use of the film slows down the drying speed of the reinforcing / repair material, so that a repair operation is prepared.

【0031】さらに、本発明の補強・補修材塗り装置を
用いることによって、補強・補修材塗りが自動的に行わ
れるから、施工効率が向上し、省力化も図れる。さら
に、押圧機構によって補強・補修材の厚みが調節でき、
かつその厚みも均一にすることができ、加工精度が格段
と向上する。そして、機械により補強・補修材塗り作業
が行われるから、従来の困難で苦渋に満ちた作業から解
放され、作業環境をよくするものである。
Further, by using the reinforcing / repair material coating apparatus of the present invention, the reinforcement / repair material coating is automatically performed, so that the construction efficiency is improved and labor can be saved. Furthermore, the thickness of the reinforcement / repair material can be adjusted by the pressing mechanism,
In addition, the thickness can be made uniform, and the processing accuracy is remarkably improved. Then, since the reinforcing and repair material coating work is performed by the machine, the work is freed from the conventional difficult and troublesome work, and the working environment is improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明のコンクリート構造物の補強・補修材塗
り方法を実施する補強・補修材塗り装置の一実施形態の
側面図である。
FIG. 1 is a side view of an embodiment of a reinforcement / repair material coating apparatus for performing a method for coating a reinforcement / repair material of a concrete structure according to the present invention.

【図2】同実施形態の正面図である。FIG. 2 is a front view of the embodiment.

【符号の説明】[Explanation of symbols]

1 筐体 2 間隔調整手段取付部材 3 ガイドレール 4 ボールネジ 5 取付部材 6 駆動モータ 7 伝動機構 8 間隔調整手段 9 フィルム押さえ手段 10 スライドベース 11 押圧機構 12 押圧ローラ 13 スイングアーム 14 スプリング(圧力付与手段) 15 アーム制御シリンダー(押圧力調整手段) 20 フイルム 21 フィルム供給手段 22 ガイドローラ 23 フィルム押さえアーム 24 センサ 25 供給ノズル25 30 躯体 31 補強鉄筋 40 補強・補修材 REFERENCE SIGNS LIST 1 housing 2 spacing adjusting means mounting member 3 guide rail 4 ball screw 5 mounting member 6 drive motor 7 transmission mechanism 8 spacing adjusting means 9 film pressing means 10 slide base 11 pressing mechanism 12 pressing roller 13 swing arm 14 spring (pressure applying means) 15 Arm Control Cylinder (Pressing Force Adjusting Means) 20 Film 21 Film Supply Means 22 Guide Roller 23 Film Holding Arm 24 Sensor 25 Supply Nozzle 25 30 Body 31 Reinforcing Bar 40 Reinforcement / Repair Material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 吉田 義孝 東京都豊島区高田3丁目31番5号 株木建 設株式会社内 (72)発明者 野際 高志 東京都豊島区高田3丁目31番5号 株木建 設株式会社内 Fターム(参考) 2D055 DB07 KA00 KB05 LA16 2D059 AA03 GG01 GG40 GG55 2E176 AA01 BB01 BB03 BB27  ──────────────────────────────────────────────────続 き Continued on the front page (72) Yoshitaka Yoshida, Inventor 3-31-5 Takada, Toshima-ku, Tokyo Inside Seikiken Construction Co., Ltd. (72) Takashi Nogiba 3-31-5 Takada, Toshima-ku, Tokyo F-term (reference) in Stock Tree Construction Co., Ltd. 2D055 DB07 KA00 KB05 LA16 2D059 AA03 GG01 GG40 GG55 2E176 AA01 BB01 BB03 BB27

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 補強、補修しようとするコンクリート構
造物の面に対して補強・補修材を投入し、該投入された
補強・補修材をフィルムで覆い該フィルムの上から押圧
部材で補強・補修材を押圧してコンクリート構造物の面
に塗りつけるようにしたコンクリート構造物の補強・補
修材塗り方法。
1. A reinforcing / repair material is supplied to a surface of a concrete structure to be reinforced or repaired, and the supplied reinforcing / repair material is covered with a film, and a reinforcing member is repaired with a pressing member from above the film. A method of applying a reinforcement / repair material for a concrete structure by pressing the material to apply it to the surface of the concrete structure.
【請求項2】 前記コンクリート構造物の面は、構造物
の側面又はスラブ下面である請求項1記載のコンクリー
ト構造物の補強・補修材塗り方法。
2. The method according to claim 1, wherein the surface of the concrete structure is a side surface of the structure or a lower surface of the slab.
【請求項3】 前記補強・補修材を構造物の面と前記フ
ィルム間に投入しながら前記フィルムの上から前記押圧
部材で押圧しながら移動して補強・補修材をコンクリー
ト構造物の面とフィルム間に充填して塗りつけるように
した請求項1又は請求項2記載のコンクリート構造物の
補強・補修材塗り方法。
3. The reinforcing / repair material is moved between the surface of the structure and the film while being pressed between the surface of the structure and the film while being pressed by the pressing member. The method for applying a reinforcing / repair material for a concrete structure according to claim 1 or 2, wherein the method is applied by filling in between.
【請求項4】 前記押圧部材は、ローラで構成されてい
る請求項1、請求項2又は請求項3記載のコンクリート
構造物の補強・補修材塗り方法。
4. The method for applying a reinforcing / repair material to a concrete structure according to claim 1, wherein said pressing member comprises a roller.
【請求項5】 筐体に設けられた送り手段の駆動により
移動するスライドベースと、該スライドベースに取り付
けられたフィルム供給手段と、コンクリート構造物の面
と前記フィルムの間に補強・補修材を供給する供給手段
と、前記フィルムの上から供給された補強・補修材を押
し付けコンクリート構造物の面に塗りつける押圧機構と
を備えることを特徴とするコンクリート構造物の補強・
補修材塗り装置。
5. A slide base which is moved by driving a feed means provided in a housing, a film supply means attached to the slide base, and a reinforcing / repair material between a surface of a concrete structure and the film. A reinforcing means for a concrete structure, comprising: a supply means for supplying; and a pressing mechanism for pressing a reinforcing / repair material supplied from above the film and applying the material to the surface of the concrete structure.
Repair material coating equipment.
【請求項6】 前記筐体には、補強・補修とするコンク
リート構造物の面とスライドベース間の間隔を調整する
間隔調整手段を備えている請求項5記載のコンクリート
構造物の補強・補修材塗り装置。
6. The concrete structure reinforcing / repairing material according to claim 5, wherein the housing is provided with a spacing adjusting means for adjusting a spacing between a surface of the concrete structure to be reinforced / repaired and a slide base. Coating equipment.
【請求項7】 前記押圧機構は、押圧ローラと、該押圧
ローラに押圧力を付与する圧力付与手段と、該圧力付与
手段で与えられた圧力を調整する圧力調整手段とを備え
ていることを特徴とする請求項5又は請求項6記載のコ
ンクリート構造物の補強・補修材塗り装置。
7. The pressure mechanism includes a pressing roller, pressure applying means for applying a pressing force to the pressing roller, and pressure adjusting means for adjusting the pressure applied by the pressure applying means. The reinforcing / repair material coating apparatus for a concrete structure according to claim 5 or 6, wherein
【請求項8】 前記押圧機構は、圧力調整手段の代わり
に押圧ローラの押圧方向への移動を制限するストッパを
有する請求項7記載のコンクリート構造物の補強・補修
材塗り装置。
8. The concrete structure reinforcing / repairing material coating apparatus according to claim 7, wherein the pressing mechanism has a stopper for limiting movement of the pressing roller in the pressing direction instead of the pressure adjusting means.
【請求項9】 前記押圧機構は、前記コンクリート構造
物の面に塗りつける補強・補修材の厚さを調整可能とし
ている請求項5乃至8の内1項記載のコンクリート構造
物の補強・補修材塗り装置。
9. The concrete structure according to claim 5, wherein the pressing mechanism is capable of adjusting the thickness of the reinforcement / repair material applied to the surface of the concrete structure. apparatus.
【請求項10】 前記筐体には前記フィルムの一端をコ
ンクリート構造物の面に押さえつけるフィルム押さえ手
段が設けられている請求項5乃至9の内1項記載のコン
クリート構造物の補強・補修材塗り装置。
10. The concrete structure according to claim 5, wherein said housing is provided with film pressing means for pressing one end of said film against a surface of a concrete structure. apparatus.
JP2001072282A 2001-03-14 2001-03-14 Reinforcement / repair material coating equipment for concrete structures Expired - Fee Related JP3645190B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001072282A JP3645190B2 (en) 2001-03-14 2001-03-14 Reinforcement / repair material coating equipment for concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001072282A JP3645190B2 (en) 2001-03-14 2001-03-14 Reinforcement / repair material coating equipment for concrete structures

Publications (2)

Publication Number Publication Date
JP2002275831A true JP2002275831A (en) 2002-09-25
JP3645190B2 JP3645190B2 (en) 2005-05-11

Family

ID=18929883

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
JP (1) JP3645190B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109680955A (en) * 2019-02-20 2019-04-26 中国建筑第八工程局有限公司 For concrete floating and the tool of plastic film mulch
CN110952464A (en) * 2019-12-20 2020-04-03 沈靖林 Bridge pier repairing and reinforcing construction method
CN111172898A (en) * 2020-01-13 2020-05-19 鲁开友 Bridge machine for repairing bridge antirust paint

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109680955A (en) * 2019-02-20 2019-04-26 中国建筑第八工程局有限公司 For concrete floating and the tool of plastic film mulch
CN109680955B (en) * 2019-02-20 2024-01-23 中国建筑第八工程局有限公司 Tool for trowelling and film laying of concrete
CN110952464A (en) * 2019-12-20 2020-04-03 沈靖林 Bridge pier repairing and reinforcing construction method
CN110952464B (en) * 2019-12-20 2020-10-27 江苏骏豪建设工程有限公司 Bridge pier repairing and reinforcing construction method
CN111172898A (en) * 2020-01-13 2020-05-19 鲁开友 Bridge machine for repairing bridge antirust paint
CN111172898B (en) * 2020-01-13 2021-05-18 绍兴市柯桥区欧祥机械有限公司 Bridge machine for repairing bridge antirust paint

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