JP5127175B2 - Shape repair method for steel structures and steel products - Google Patents

Shape repair method for steel structures and steel products Download PDF

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JP5127175B2
JP5127175B2 JP2006195235A JP2006195235A JP5127175B2 JP 5127175 B2 JP5127175 B2 JP 5127175B2 JP 2006195235 A JP2006195235 A JP 2006195235A JP 2006195235 A JP2006195235 A JP 2006195235A JP 5127175 B2 JP5127175 B2 JP 5127175B2
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steel
repair
spraying
shape
steel structure
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正和 酒井
巧 松本
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Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
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Mitsui E&S Holdings Co Ltd
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この発明は、たとえば橋梁、鉄塔、貯槽、水門、鉄骨などの建造物やクレーン、パワーショベルなどの建設機械等が腐食や摩耗等によってその部材が劣化した場合に、劣化した部位を原形状に復元させるための鋼構造物や鋼製品の形状補修方法に関する。   For example, when a member such as a bridge, a steel tower, a storage tank, a sluice, a steel frame, or a construction machine such as a crane or a power shovel deteriorates due to corrosion or wear, the deteriorated part is restored to the original shape. The present invention relates to a method for repairing the shape of steel structures and steel products.

鋼材の加工性や耐久性、経済性等の優位な点から、鋼構造物は公共の建造物をはじめとして各種の分野における建造物として存している。例えば、橋梁等の大型の建造物は勿論、公園や遊園地の遊具等にも鋼構造物が利用されている。これらの鋼構造物には塗装などによって表面保護が施されているが、経年変化による塗装の劣化現象が生じて、適切な維持管理を怠ると鋼材の腐食が進行し、鋼材の肉厚を減じ、構造物自体としての強度等が所期の値を維持できなくなってしまうおそれがある。例えば、鋼橋では、特に端部において伸縮装置の破損や排水装置からの漏水で端横桁の腐食が見受けられ、また箱桁の腹板では、添接板部での腐食が見受けられる。さらに、補修を怠ると断面欠損が生じて、構造物としての機能が損なわれてしまい、撤去、再構築の必要が生じるおそれがある。このため、劣化した部位を補修して、鋼構造物の強度等を所期の値に復元させて、構造物の延命化を図る必要がある。   Steel structures exist as structures in various fields, including public buildings, because of the superiority of steel materials such as workability, durability and economy. For example, steel structures are used not only for large buildings such as bridges but also for playground equipment in parks and amusement parks. These steel structures are surface protected by painting, etc., but deterioration of the coating due to aging occurs, and if proper maintenance management is neglected, corrosion of the steel progresses, reducing the thickness of the steel. In addition, the strength as the structure itself may not be able to maintain the desired value. For example, in a steel bridge, corrosion of an end cross girder is observed particularly due to breakage of an expansion / contraction device or leakage from a drainage device at the end portion, and corrosion of an attachment plate portion is observed in a bell plate of a box girder. Furthermore, if the repair is neglected, a cross-sectional defect occurs, the function as a structure is impaired, and there is a possibility that removal and reconstruction are required. For this reason, it is necessary to repair the deteriorated part and restore the strength and the like of the steel structure to an intended value to extend the life of the structure.

この種の鋼構造物であって鋼橋についての補修は、例えば非特許文献1にあるように、腐食等により劣化していて補修を要する補修箇所を含んだ部分を切断し、この切断部分に合致する形状の補修用交換部材を製作して切断部分に嵌め込み、溶接により補修箇所が除去された被補修部材と連結し、あるいは補修用交換部材と被補修部材とに添接部材を掛け渡して高力ボルト等によって接合させるようにしている。図6は、鋼構造物の一例として、鋼ウェブ1aと鋼フランジ1bとからなる橋桁1の概略構造で、斜線を施した部分が腐食による劣化が進行して補修を必要としている補修箇所2を示している。この補修箇所2を含む被補修部材である橋桁1の一部を想像線で示すように切断部分3として、この切断部分3を溶断して除去する。他方、図7に示すように、この切断部分3とほぼ同一形状に補修用交換部材4を、工場等で製作する。この補修用交換部材4を前記切断部分3が除去された部分に、図8に示すように配し、突き合わせ溶接により橋桁1と接合させる。あるいは、図9に示すように、補修用交換部材4と橋桁1とに添接部材5を掛け渡した状態で、高力ボルト6によって締結させる。   For repairing a steel bridge of this type of steel structure, as described in Non-Patent Document 1, for example, a portion including a repaired portion that has deteriorated due to corrosion or the like and requires repair is cut into A repair replacement member with a matching shape is manufactured and fitted into the cut part, and connected to the repaired member from which the repaired part has been removed by welding, or the attachment member is spanned between the repair replacement member and the repaired member. It is made to join with a high strength bolt etc. Fig. 6 shows a schematic structure of a bridge girder 1 composed of a steel web 1a and a steel flange 1b as an example of a steel structure. A hatched portion shows a repair point 2 that needs to be repaired due to deterioration due to corrosion. Show. A part of the bridge girder 1 that is a repaired member including the repaired portion 2 is cut as a cut portion 3 as indicated by an imaginary line, and the cut portion 3 is melted and removed. On the other hand, as shown in FIG. 7, the repair replacement member 4 is manufactured in a factory or the like in substantially the same shape as the cut portion 3. The repair replacement member 4 is disposed on the portion where the cut portion 3 is removed as shown in FIG. 8 and joined to the bridge girder 1 by butt welding. Alternatively, as shown in FIG. 9, the high-strength bolt 6 is used to fasten the attachment member 5 between the repair replacement member 4 and the bridge girder 1.

他方、金属で形成された土木建築材料の表面にモース硬度7以上の粒状材料を吹き付けて梨地状に下地処理する工程と、該下地処理された表面にアルミニウムと亜鉛とを溶射してアルミリッチな疑似合金皮膜として常温乾燥型のセラミック皮膜を形成する工程となる土木建築材の防錆防食処理方法が開示されている(特許文献1)。また、鋼橋の塗り替え補修において、劣化進行度合いが他の部位より著しい鋼橋の両端部に、他の部位より耐候性(耐久性)の高い塗装を施すことで、鋼橋全体の劣化バランスを平均化させ、塗り替え補修サイクルを延ばし、メンテナンス費用を低減させる鋼橋の塗装方法が提案されている(特許文献2)。そして、この耐候性の高い塗装を常温金属溶射によるものとした方法が提案されている。   On the other hand, a step of spraying a granular material having a Mohs hardness of 7 or more onto the surface of a civil engineering building material made of metal to form a satin finish, and spraying aluminum and zinc on the surface treated to make the surface rich. A method for preventing rust and corrosion of civil engineering and building materials, which is a process for forming a room temperature drying type ceramic film as a pseudoalloy film, is disclosed (Patent Document 1). In addition, in the repainting repair of steel bridges, the deterioration balance of the steel bridge as a whole can be improved by applying a coating with higher weather resistance (durability) than the other parts to both ends of the steel bridge, where the degree of deterioration is significantly higher than other parts. A steel bridge coating method has been proposed that averages, extends the repainting repair cycle, and reduces maintenance costs (Patent Document 2). A method has been proposed in which this highly weather-resistant coating is obtained by room temperature metal spraying.

「鋼橋の補修工事」 三井造船鉄構工事技報 2004年3月発行 高山基樹 西谷秀雄 著"Repair work for steel bridge" Mitsui Engineering & Shipbuilding Technical Report March 2004, published by Motoki Takayama, Hideo Nishitani 特許第2945384号Patent No. 2945384 特開2006−144285JP 2006-144285 A

上述した補修方法では、補正箇所2の周囲をガス切断し、溶接する必要があるから、ガスや電気の設備を、補修を要する構造物が設置されている現場に搬入しなければならない。また、溶断面は凹凸状となってしまうため、そのままでは切断部分3に合致する補修用交換部材4を製作できないから、溶断面を円滑に加工して、切断部分3の形状を整える必要がある。形状が整えられた切断部分3の寸法を測定して、該切断部分3に合致する補修用交換部材4を製作するための図面を作成し、該図面に基づいて補修用交換部材4を製作する。製作された補修用交換部材4を現場に搬入し、溶接により、あるいは添接部材5を介して高力ボルト6の締め付けにより切断部分3に補修用交換部材4を接合させて、橋桁1を原形状に復元させることになる。このとき、補修用交換部材4を溶接によって接合するためには、溶接装置を現場に搬入しなければならない。すなわち、補修箇所2の周囲の溶断作業と、溶断後の切断部分3の成形作業、切断部分3の寸法測定、補修用交換部材4の製作、補修用交換部材4の切断部分3への接合作業等、多数の工程を要することになり、作業工程が煩雑となってしまうおそれがある。しかも、鋼橋では、補修を要する場所や規模等によっては、通行する交通を遮断して作業を行わなければならない場合が生じる可能性がある。   In the above-described repair method, it is necessary to cut the gas around the correction point 2 and weld it. Therefore, it is necessary to carry gas and electric equipment to the site where the structure requiring repair is installed. In addition, since the melted surface becomes uneven, it is not possible to manufacture the repair replacement member 4 that matches the cut portion 3 as it is, and therefore it is necessary to process the melted surface smoothly to adjust the shape of the cut portion 3. . The dimension of the cut portion 3 with the trimmed shape is measured, a drawing for manufacturing the replacement member 4 for repair that matches the cut portion 3 is created, and the replacement member 4 for repair is manufactured based on the drawing. . The manufactured replacement member 4 for repair is brought into the field, and the replacement member 4 for repair is joined to the cut portion 3 by welding or by tightening the high-strength bolt 6 via the attachment member 5, so that the bridge girder 1 is restored. It will be restored to shape. At this time, in order to join the repair replacement member 4 by welding, the welding apparatus must be carried into the site. That is, the fusing work around the repaired part 2, the forming work of the cut part 3 after the fusing, the dimension measurement of the cut part 3, the production of the repair replacement member 4, and the joining work of the repair replacement member 4 to the cut part 3 Thus, a large number of processes are required, and the work process may become complicated. Moreover, in steel bridges, depending on the location, scale, etc. that require repair, there is a possibility that work must be performed while traffic is blocked.

また、図10は、道路標識や道路灯の支柱7の基礎部の概略を示している斜視図で、支柱7は地面に設けられた基礎の上面の架台板8に起立させ、リブ9によって補強された構造とされている。この支柱7のパイプとリブ9との取り合い部分には、土砂や湿気が溜まりやすいので、たとえば図10に斜線で示すように、リブ9との接合部が劣化しやすい。この劣化部7aを補修する場合には、リブ9の周囲を補修箇所として切断しなければならず、補修用交換部材は支柱7に合致する円筒状の一部を有する形状としなけらばならず、補修交換部材の成形加工が煩雑となっている。   FIG. 10 is a perspective view showing an outline of the foundation of a road sign or road lamp post 7. The column 7 is erected on a base plate 8 on the upper surface of the foundation provided on the ground and reinforced by ribs 9. The structure is made. Since earth and sand and moisture are likely to accumulate in the joint portion between the pipe 7 and the rib 9 of the support column 7, the joint portion with the rib 9 is likely to deteriorate, for example, as shown by hatching in FIG. 10. When repairing the deteriorated portion 7a, the periphery of the rib 9 must be cut as a repair location, and the replacement member for repair must have a cylindrical shape that matches the column 7. The molding process of the repair / replacement member is complicated.

そこで、この発明は、金属材料を溶射して金属皮膜を形成する技術内容に着目して、各種の構造物、特に鋼構造物に生じた腐食等による劣化した部分を簡便に原形状に復元できるようにする鋼構造物や鋼製品の形状補修方法を提供することを目的としている。   Therefore, the present invention focuses on the technical contents of forming a metal film by spraying a metal material, and can easily restore a deteriorated portion due to corrosion or the like generated in various structures, particularly steel structures, to an original shape. It aims at providing the shape repair method of the steel structure and steel products to be made.

前記目的を達成するための技術的手段として、この発明に係る鋼構造物や鋼製品の形状補修方法は、鋼構造物に生じた腐食等による劣化により開口が形成された場合に対して、該鋼構造物の延命化のために行う鋼構造物や鋼製品の形状補修方法において、補修箇所の一方の面側に紙製の当て板を押し当て、他方の面側より高周波アーク溶射であって低温溶射法による溶射施工を行って、溶射材料の被覆層を形成し、前記開口を塞いで補修箇所を原形状に復元させることを特徴としている。 As a technical means for achieving the above object, the method for repairing the shape of a steel structure or a steel product according to the present invention is provided with respect to a case where an opening is formed due to deterioration caused by corrosion or the like occurring in the steel structure. In the method of repairing the shape of steel structures and steel products to extend the life of steel structures, a paper pad is pressed against one side of the repaired part, and high-frequency arc spraying is performed from the other side. Thermal spraying is performed by a low temperature spraying method to form a coating layer of a thermal spray material, and the repaired portion is restored to the original shape by closing the opening.

補修箇所に金属溶射による被覆層を形成することにより、補修箇所を原形状に復元するものである。特に、腐食が進行すると鋼構造物を構成する鋼板に孔が穿たれてしまって、開口が形成されてしまうことがある。開口が小径の場合には、当て板を押し当てて開口内に溶射材料を充填することにより、鋼板の断面形状と一致するように補修するようにしたものである。補修後には前記当て板は取り除いても構わず、破棄が容易なものを用いることができる。
なお、補修箇所に対して、ブラスト処理等を施すことによって腐食により生じている錆等を適宜に処理すると共に、表面を粗にして、溶射を施工する。施工後には防錆塗装を行って、外観を被補修部材である鋼構造物と一致させるようにする。
ところで、溶射方式には、ガス式や電気式があり、ガス方式としてはフレーム溶射等があり、電気式には、DCアーク溶射やプラズマ溶射、線爆溶射、高周波アーク溶射等があるが、本願発明では、特に高周波アーク溶射により被覆層を形成するようにしたものである。高周波アーク溶射は、擬似合金溶射またはガルバリウム組成溶射を可能とするものであることから、被覆層を母材と同等の成分を含む金属により形成するのに適した溶射方式である。
しかも、低温溶射法による高周波アーク溶射による施工を行うため、前記当て板を紙製のものとした。なお、板紙、段ボール紙等の紙製のものを利用することができる。
By forming a coating layer by metal spraying at the repair location, the repair location is restored to the original shape. In particular, when corrosion progresses, a hole is formed in the steel plate constituting the steel structure, and an opening may be formed. When the opening has a small diameter, it is repaired so as to match the cross-sectional shape of the steel sheet by pressing the contact plate and filling the opening with a thermal spray material. After the repair, the backing plate may be removed, and a material that can be easily discarded can be used.
In addition, the rust etc. which arise by corrosion by performing a blasting process etc. with respect to a repair location are processed suitably, and the surface is roughened and thermal spraying is performed. After construction, rust-proof coating is performed so that the appearance matches the steel structure that is the repaired member.
By the way, there are gas type and electric type in the thermal spraying method, there are flame spraying etc. as the gas type, and there are DC type thermal spraying, plasma thermal spraying, line explosion thermal spraying, high frequency arc thermal spraying, etc. In the invention, the coating layer is formed particularly by high frequency arc spraying. The high-frequency arc spraying is a spraying method suitable for forming the coating layer with a metal containing a component equivalent to the base material because it enables pseudo alloy spraying or galbarium composition spraying.
And in order to perform the construction by the high frequency arc spraying by the low temperature spraying method, the said board was made of paper. In addition, paper-made things, such as paperboard and corrugated paper, can be utilized.

また、請求項2の発明に係る鋼構造物や鋼製品の形状補修方法は、前記溶射材料は、母材と同等の成分を含む金属であることを特徴としている。   The shape repair method for steel structures and steel products according to the invention of claim 2 is characterized in that the thermal spray material is a metal containing a component equivalent to the base material.

溶射材料として母材と同等の金属を用いるようにしたものであり、鋼構造物に対する補修を行うことから、鋼を主体として炭素等の組成成分が鋼構造物の材料とほぼ等しい金属材料を溶射する。   Since the metal equivalent to the base metal is used as the thermal spray material and the steel structure is repaired, a metal material whose composition component such as carbon is almost equal to the material of the steel structure, mainly steel, is sprayed. To do.

また、請求項の発明に係る鋼構造物や鋼製品の形状補修方法は、前記補修箇所に存している前記開口内に、母材と同等の材料による充填部材を配して溶射施工を行うことを特徴としている。 Further, in the method of repairing the shape of a steel structure or steel product according to the invention of claim 3 , spraying is performed by placing a filling member made of a material equivalent to a base material in the opening existing in the repaired portion. It is characterized by doing.

腐食が進行して開口された部分が広い範囲となってしまった場合には、鋼板を構成する材料と同一の鋼材によって該開口内に充填部材を遊挿して、この充填部材と鋼板との間の間隙に溶射材料を充填するように溶射施工するようにしたものである。   When corrosion has progressed and the opened portion has become a wide range, the filling member is loosely inserted into the opening with the same steel material as that constituting the steel plate, and the gap between the filling member and the steel plate is increased. Thermal spraying is performed so that the thermal spray material is filled in the gap.

この発明に係る鋼構造物や鋼製品の形状補修方法によれば、補修箇所を溶断や溶断後の溶断面の成形加工、切断部分の寸法測定、切断部分に組み入れる補修用交換部材の製作を必要としないから、補修作業を簡便化することができ、補修コストが低減される効果を有する。
しかも、開口が形成された部分に、当て板を押し当てることにより開口部に溶射材料を充填させることができるから、該開口部を塞いで、補修作業を容易に行うことができる。
また、低温溶射法の高周波アーク溶射により常温で施工を行うことができるから、溶射施工時に母材や被覆層を加熱することがなく、入熱による影響を受けることがないので、この入熱による影響を排除して所期の強度を確保させることができる。
また、溶射による補修施工後に当て板を容易に除去できるから、補修作業の簡便化を図ることができる。しかも、紙製の安価な材料による当て板であるから、補修コストの低減を図ることができる。
According to the method of repairing the shape of a steel structure or steel product according to the present invention, it is necessary to melt the repaired part, form the melted surface after fusing, measure the size of the cut part, and manufacture a repair replacement member to be incorporated into the cut part. Therefore, the repair work can be simplified and the repair cost can be reduced.
Moreover, since the thermal spray material can be filled into the opening by pressing the contact plate to the portion where the opening is formed, the opening can be closed and the repair work can be easily performed.
In addition, since it can be performed at room temperature by high-frequency arc spraying of the low temperature spraying method, the base material and the coating layer are not heated at the time of thermal spraying construction and are not affected by heat input. The desired strength can be secured by eliminating the influence.
In addition, since the patch plate can be easily removed after the repair construction by thermal spraying, the repair work can be simplified. In addition, since it is a backing plate made of an inexpensive material made of paper, the repair cost can be reduced.

また、請求項2の発明に係る鋼構造物や鋼製品の形状補修方法によれば、母材と同等の成分を含む金属を溶射するため、補修により原形状に復元した場合に、鋼構造物としての所期の強度等を備えさせることができる。   Further, according to the method for repairing the shape of a steel structure or steel product according to the invention of claim 2, in order to thermally spray a metal containing a component equivalent to the base material, when the steel structure is restored to the original shape by repair, The desired strength and the like can be provided.

また、請求項の発明に係る鋼構造物や鋼製品の形状補修方法によれば、充填部材を介在させることにより溶射の施工範囲を極力小さくできるので、施工の良好性を十分に確保することができる。 In addition, according to the method for repairing the shape of a steel structure or steel product according to the invention of claim 3 , since the construction range of thermal spraying can be made as small as possible by interposing a filling member, it is possible to sufficiently ensure the goodness of construction. Can do.

以下、図示した好ましい実施の形態に基づいて、この発明に係る鋼構造物や鋼製品の形状補修方法を具体的に説明する。   Hereinafter, based on the illustrated preferred embodiment, a method for repairing the shape of a steel structure or steel product according to the present invention will be specifically described.

図1は、鋼構造物としての橋桁10の概略構造を示しており、鋼ウェブ10aとフランジ10bとから形成されている。鋼ウェブ10bの一部であって斜線を施した部分を、腐食が生じて劣化した補正箇所11とする。この補正箇所11にブラスト処理等を行って表面の錆を落として母材を適宜に露呈させると共に、表面を粗に調製する。この補正箇所11に、橋桁10の材料とほぼ等しい成分を含む金属、すなわち橋桁10を構成する鋼材と同等の鋼材を組成する金属を溶射によって吹き付けて、図2上想像線で示すように、補修箇所11にこの溶射材料による被覆層10cを形成する。なお、後述するように溶射施工によって圧搾空気が吹き付けられることにより、補修箇所11に生じている錆が吹き飛ばされるから、前記ブラスト処理によって補正箇所11の表面処理を完全に行う必要がない。 FIG. 1 shows a schematic structure of a bridge girder 10 as a steel structure, which is formed of a steel web 10a and a steel flange 10b. A portion of the steel web 10b that is shaded is a corrected portion 11 that has deteriorated due to corrosion. A blasting process or the like is performed on the correction portion 11 to remove the rust on the surface to appropriately expose the base material and to prepare the surface roughly. As shown in the imaginary line in Fig. 2, the correction point 11 is sprayed with a metal containing almost the same components as the material of the bridge girder 10, that is, a metal composing a steel material equivalent to the steel material constituting the bridge girder 10. A coating layer 10c made of this thermal spray material is formed at the location 11. In addition, since the rust which has arisen in the repair location 11 is blown off by compressed air being sprayed by thermal spraying construction so that it may mention later, it is not necessary to perform the surface treatment of the correction location 11 completely by the said blasting process.

前記溶射は、高周波アーク溶射によることが好ましい。図1は高周波アーク溶射による被覆層10cの形成作業を行っている状態を示している。高周波アーク溶射では、圧搾空気を一対の空気管12から噴射させて交点Cで交差させ、溶射材料の線材13の先端からアークを放出させるもので、アークは前記交点Cよりも線材13側で収束させるようにしたものである。このため、アークは圧縮空気の流れによる吸引力を受けて交点C側に吸引され加速されて、補修箇所11に吹き付けられることになる。このため、アーク部分が局部減圧されることにより、過冷却状態で吹き付けられる。このため、吹き付け温度が50〜60℃と常温に近く、紙やプラスチック等の可燃性材料に対しても溶射施工することができるものである。   The thermal spraying is preferably by high frequency arc spraying. FIG. 1 shows a state where a coating layer 10c is formed by high frequency arc spraying. In high-frequency arc spraying, compressed air is injected from a pair of air pipes 12 and intersected at an intersection C to discharge an arc from the tip of the wire rod 13 of the sprayed material. The arc converges on the wire 13 side from the intersection C. It is made to let you. For this reason, the arc receives suction force due to the flow of compressed air, is sucked and accelerated toward the intersection C, and is blown to the repair location 11. For this reason, the arc part is blown in a supercooled state by being locally decompressed. For this reason, the spraying temperature is close to 50 to 60 ° C. and normal temperature, and spraying can be applied to combustible materials such as paper and plastic.

溶射により被覆層10cが形成された状態では、橋桁10がほぼ原形状に復元した状態となり、被覆層10cに防錆塗装を施すことになる。   In a state where the coating layer 10c is formed by thermal spraying, the bridge girder 10 is almost restored to its original shape, and the coating layer 10c is subjected to rust prevention coating.

図3は他の溶射方式による溶射施工を示す図で、ジェットエア式溶射の概念を示している。ジェットエア式溶射では、線材14の先端からアークを放出させ、その後方から空気管15を通して圧搾空気を吹き付け、この圧搾空気の噴流によって溶射材料を吹き付ける。本発明による補修方法では、高周波アーク溶射以外の溶射方式を採用することもできる。例えば、高周波アーク溶射では減圧内溶射のため、図1に示すように、圧搾空気の噴射範囲が噴射距離と共に大きく拡大するのに対して、ジェットエア式溶射では噴射範囲は拡大は小さい。このため、局部的に集中して溶射による補修を行う場合にはジェットエア式溶射が適しており、補修箇所11の範囲が大きい場合には高周波アーク溶射が適しているといえる。   FIG. 3 is a diagram showing a thermal spraying construction by another thermal spraying method, and shows the concept of jet air thermal spraying. In the jet air type thermal spraying, an arc is emitted from the tip of the wire rod 14, compressed air is blown through the air pipe 15 from the rear thereof, and the sprayed material is sprayed by a jet of the compressed air. In the repair method according to the present invention, a spraying method other than high-frequency arc spraying may be employed. For example, in high-frequency arc spraying, spraying within a reduced pressure is performed, and as shown in FIG. 1, the spraying range of compressed air greatly increases with the spraying distance, whereas in jet-air spraying, the spraying range is small. For this reason, jet-air spraying is suitable when repairing is performed by concentrating locally, and high-frequency arc spraying is suitable when the range of the repaired portion 11 is large.

図4は、補修箇所21に腐食等の進行によって小径の開口21aが穿たれた状態を示している。このような状態となった補修箇所21に補修施工を行う場合には、開口21aを覆う状態で、溶射側と反対側に当て板22を押し当てて溶射施工を行う。溶射により、前記開口21aに溶射材料が充填されると共に、補修箇所21に被覆層10cが形成されることになり、補修箇所21が橋桁10の一部となる原形状に復元される。   FIG. 4 shows a state in which a small-diameter opening 21a is bored in the repair location 21 due to the progress of corrosion or the like. When repairing is performed on the repaired part 21 in such a state, the spraying is performed by pressing the contact plate 22 against the side opposite to the spraying side while covering the opening 21a. By spraying, the opening 21a is filled with a thermal spray material, and a coating layer 10c is formed at the repaired portion 21, so that the repaired portion 21 is restored to the original shape that becomes a part of the bridge girder 10.

溶射施工後には前記当て板22は残存させた状態であっても構わないが、除去することもできる。当て板22を鋼板等で構成して残存させる場合には、鋼フランジ10bにボルト等によって固定する必要がある。他方、高周波アーク溶射により溶射施工する場合には、過冷却状態により溶射材料が吹き付けられるから、常温での施工を行えるため、当て板22に板紙や段ボール紙、プラスチック等の可燃性材料を用いることもできる。この種の可燃性材料では、補修施工後には除去することも容易となるので好ましい。   After the thermal spraying, the abutting plate 22 may remain in a state of being left, but it can be removed. When the contact plate 22 is made of a steel plate or the like and remains, it needs to be fixed to the steel flange 10b with a bolt or the like. On the other hand, when spraying by high frequency arc spraying, the sprayed material is sprayed in a supercooled state, so it can be performed at room temperature, so use a flammable material such as paperboard, corrugated paper, plastic, etc. for the backing plate 22 You can also. This type of combustible material is preferable because it can be easily removed after repair work.

また、図5に示すように、補修箇所31に穿たれた開口31aが比較的大きい場合には、開口31a内に充填部材であるフィラー32を遊挿させて位置させる。また、開口31aを覆う状態で、溶射側と反対側に当て板33を押し当てて、溶射施工を行う。溶射によりフィラー32と補修箇所31が存している要補修部材との間隙に溶射材料が充填されて、フィラー32が橋桁10と接合されると共に、溶射材料による被覆層10cが形成されて補修箇所31が原形状に復元される。前記当て板33は残存させてもよいが、高周波アーク溶射により施工を行う場合には、前述したように紙製のものを使用することができて、補修施工後に容易に除去できるので好ましい。   As shown in FIG. 5, when the opening 31a formed in the repair location 31 is relatively large, a filler 32 as a filling member is loosely inserted into the opening 31a. Further, in a state where the opening 31a is covered, the contact plate 33 is pressed against the side opposite to the spraying side to perform spraying. The thermal spray material is filled in the gap between the filler 32 and the repair required part where the repair location 31 exists by thermal spraying, and the filler 32 is joined to the bridge girder 10 and the coating layer 10c of the thermal spray material is formed to repair the location. 31 is restored to its original shape. The backing plate 33 may be left, but when construction is performed by high-frequency arc spraying, a paper-made one can be used as described above, which is preferable because it can be easily removed after repair construction.

溶射施工が完了したならば、防錆塗装を施して補修施工を完了させる。   When spraying is complete, apply anti-rust paint to complete the repair.

以上説明した実施形態では、鋼構造物としての橋桁10を例示して説明したが、図9に示す道路灯の支柱7や公園等の遊具等、鋼構造物であれば、屋内外を問わずこの発明の形状補修方法を実施することができる。   In the above-described embodiment, the bridge girder 10 as a steel structure has been illustrated and described. However, any steel structure such as a road light post 7 or a playground equipment such as a park shown in FIG. The shape repair method of this invention can be implemented.

この発明に係る鋼構造物や鋼製品の形状補修方法によれば、補正箇所を溶断する作業や補修用交換部材の製作等を要することなく、溶射装置を補修現場に搬入することで補修作業を行えるから、迅速な補修を行うことができ、補修コストを低減することにより適時の補修を容易に行うことができ、鋼構造物の延命化に寄与することができる。   According to the method for repairing the shape of a steel structure or steel product according to the present invention, repair work can be carried out by bringing the thermal spraying device into the repair site without requiring the work of fusing the correction points or the production of replacement parts for repair. Since it can be performed, quick repairs can be performed, and repairs can be performed in a timely manner by reducing the repair cost, thereby contributing to the extension of the life of the steel structure.

この発明の第1の実施形態を示す図であり、鋼橋の鋼桁の補修を行う場合を説明する概略の斜視図で、高周波アーク溶射による場合を示している。It is a figure which shows 1st Embodiment of this invention, and is a schematic perspective view explaining the case where the steel girder of a steel bridge is repaired, The case by high frequency arc spraying is shown. 図1に示す補修箇所の正面図であり、溶射施工による被覆層を想像線で示してある。It is a front view of the repair location shown in FIG. 1, and has shown the coating layer by thermal spraying construction with the imaginary line. 高周波アーク溶射以外の溶射方式を説明する図で、ジェットエア式溶射により補修する場合の概略を示している。It is a figure explaining spraying methods other than high frequency arc spraying, and the outline in the case of repair by jet air type spraying is shown. この発明の第2の実施形態を示す図で、補修箇所に小径の開口が形成された場合を示す。It is a figure which shows 2nd Embodiment of this invention, and the case where a small diameter opening is formed in a repair location is shown. この発明に係る第3の実施形態を示す図で、補修箇所に大きい開口が形成された場合を示す。It is a figure which shows 3rd Embodiment which concerns on this invention, and shows the case where a big opening is formed in the repair location. 従来の補修方法を説明する図で、橋桁の一部が劣化した状態を示す概略の斜視図である。It is a figure explaining the conventional repair method, and is a schematic perspective view which shows the state in which some bridge girders deteriorated. 従来の補修方法を説明する図で、補修箇所を交換するための補修用交換部材を示す斜視図である。It is a figure explaining the conventional repair method, and is a perspective view which shows the replacement member for repair for replacing a repair location. 従来の補修方法を説明する図で、補修箇所に補修用交換部材を溶接によって接合した場合を示す斜視図である。It is a figure explaining the conventional repair method, and is a perspective view which shows the case where the replacement member for repair is joined to the repair location by welding. 従来の補修方法を説明する図で、補修箇所に補修用交換部材を、添接部材を介して接合する場合を示す斜視図である。It is a figure explaining the conventional repair method, and is a perspective view which shows the case where the replacement member for repair is joined to a repair location via an attachment member. 鋼構造物としての照明柱が劣化した状態を説明する図で、支柱の下端部を示す概略の斜視図である。It is a figure explaining the state which the illumination pillar as a steel structure deteriorated, and is a schematic perspective view which shows the lower end part of a support | pillar.

符号の説明Explanation of symbols

10 橋桁(鋼構造物)
10a 鋼ウェブ
10b 鋼フランジ
10c 被覆層
11 補修箇所
12 空気管
13 線材
14 線材
15 空気菅
21 補修箇所
21a 開口
22 当て板
31 補修箇所
31a 開口
32 充填部材(フィラー)
33 当て板
10 Bridge girder (steel structure)
10a steel web
10b steel flange
10c coating layer
11 Repair points
12 Air pipe
13 Wire
14 Wire
15 Air kite
21 Repair points
21a opening
22 Batting plate
31 Repair points
31a opening
32 Filling material
33 Batting plate

Claims (3)

鋼構造物に生じた腐食等による劣化により開口が形成された場合に対して、該鋼構造物の延命化のために行う鋼構造物や鋼製品の形状補修方法において、
補修箇所の一方の面側に紙製の当て板を押し当て、他方の面側より高周波アーク溶射であって低温溶射法による溶射施工を行って、溶射材料の被覆層を形成し、前記開口を塞いで補修箇所を原形状に復元させることを特徴とする鋼構造物や鋼製品の形状補修方法。
In the method of repairing the shape of a steel structure or steel product for the purpose of extending the life of the steel structure, when an opening is formed due to deterioration due to corrosion or the like occurring in the steel structure,
Press a paper backing plate on one side of the repaired area, perform high-frequency arc spraying from the other side and perform thermal spraying using a low-temperature spraying method to form a coating layer of thermal spray material, and open the opening. A method for repairing the shape of a steel structure or steel product, characterized in that the repaired portion is restored to its original shape by closing.
前記溶射材料は、母材と同等の成分を含む金属であることを特徴とする請求項1に記載の鋼構造物や鋼製品の形状補修方法。   The method for repairing the shape of a steel structure or steel product according to claim 1, wherein the thermal spray material is a metal containing a component equivalent to a base material. 前記補修箇所に存している前記開口内に、母材と同等の材料による充填部材を配して溶射施工を行うことを特徴とする請求項1または請求項2に記載の鋼構造物や鋼製品の形状補修方法。  The steel structure or the steel according to claim 1 or 2, wherein a filler member made of a material equivalent to a base material is disposed in the opening existing at the repair location to perform thermal spraying. Product shape repair method.
JP2006195235A 2006-07-18 2006-07-18 Shape repair method for steel structures and steel products Expired - Fee Related JP5127175B2 (en)

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