JP2016137535A - Repair method of casting steel member - Google Patents

Repair method of casting steel member Download PDF

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JP2016137535A
JP2016137535A JP2015013068A JP2015013068A JP2016137535A JP 2016137535 A JP2016137535 A JP 2016137535A JP 2015013068 A JP2015013068 A JP 2015013068A JP 2015013068 A JP2015013068 A JP 2015013068A JP 2016137535 A JP2016137535 A JP 2016137535A
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repair
hole
cast steel
crack
wedge
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JP6540045B2 (en
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秀高 西田
Hidetaka Nishida
秀高 西田
栄郎 松村
Shigeo Matsumura
栄郎 松村
大輔 荒川
Daisuke Arakawa
大輔 荒川
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

PROBLEM TO BE SOLVED: To surely repair a crack caused in a casting steel member at a job site.SOLUTION: A method for repairing a casting steel member 10 by burying a repair member 30 in a provided hole 17, by providing the hole 17 by cutting a crack 11 caused on a surface of the casting steel member 10, comprises a repair member insertion process of inserting the repair member 30 of inserting a wedge member 20 into the hole 17 in a state of turning the wedge member 20 to the side of a bottom surface 18 of the hole 17 and a repair member filling process of filling the hole 17 when the repair member 30 is deformed by the inserted wedge member 20 by striking the inserted repair member 30.SELECTED DRAWING: Figure 8

Description

本発明は、鋳鋼部材の亀裂補修方法において、鋳鋼部材に発生した亀裂を現場で確実に補修する技術に関する。   The present invention relates to a technique for reliably repairing a crack generated in a cast steel member on site in a crack repair method for a cast steel member.

蒸気タービン車室や弁等、発電所施設内の鋳鋼製の部材の中には、その起動・停止時に伴って熱応力を受け、これが主原因となって亀裂が発生するものがある。亀裂が発生した場合はその部分を研削、除去する。亀裂を除去した後の肉厚が必要最小肉厚よりも薄くなると、その部材は使用不能となり、新たなものに交換しなければならないので、肉盛溶接が行われる。   Some cast steel members in power plant facilities, such as steam turbine casings and valves, are subjected to thermal stress when starting and stopping, and this causes cracks mainly. If a crack occurs, that part is ground and removed. When the thickness after removing the crack becomes thinner than the minimum required thickness, the member becomes unusable and must be replaced with a new one, and overlay welding is performed.

しかし、発電所施設内の鋳鋼部材には大型のものが多く、その溶接は現場で行わなければならないところ、現場で行う溶接は温度管理が難しいので、溶接後に溶接部が急冷して割れが生じる等の可能性がある。   However, many cast steel members in power plant facilities are large, and welding must be performed in the field. Since the temperature control is difficult in the field welding, the welded part is rapidly cooled after welding and cracking occurs. There is a possibility.

補修後の亀裂の再発を防止する方法としては、特許文献1に、溶接を行う前の隙間部に鉛や亜鉛を含有する低融点金属を挿入したのち、その外側を溶接補修する方法が記載されている。   As a method of preventing the recurrence of cracks after repair, Patent Document 1 describes a method of repairing the outside by inserting a low-melting-point metal containing lead or zinc into a gap before welding. ing.

特開2003−240447号公報JP 2003-240447 A

しかしながら、特許文献1に記載された方法であっても、溶接部から亀裂が再発する可能性があり、さらなる技術の改善が望まれていた。   However, even with the method described in Patent Document 1, cracks may recur from the welded portion, and further technical improvements have been desired.

本発明はこのような現状に鑑みてなされたものであり、その目的は、鋳鋼部材に発生した亀裂を現場で確実に補修するための鋳鋼部材の亀裂補修方法を提供することにある。   This invention is made | formed in view of such the present condition, The objective is to provide the crack repair method of the cast steel member for repairing the crack which generate | occur | produced in the cast steel member on the spot reliably.

前述の目的を達成するための本発明の一つは、鋳鋼部材の表面に発生した亀裂を切削して孔を設け、設けた孔に補修部材を埋設することにより前記鋳鋼部材を補修する方法であって、楔部材を差し込んだ前記補修部材を、前記孔の底面の側に前記楔部材を向けた状態で前記孔に挿入する補修部材挿入工程と、前記挿入した補修部材を叩打することにより、前記補修部材が前記差し込んだ楔部材により変形し前記孔を充填する補修部材充填工程とを有することを特徴とする。   One of the present invention for achieving the above-mentioned object is a method of repairing the cast steel member by cutting a crack generated on the surface of the cast steel member to provide a hole, and embedding the repair member in the provided hole. The repair member into which the wedge member is inserted is inserted into the hole in a state where the wedge member is directed to the bottom surface side of the hole, and by hitting the inserted repair member, A repair member filling step in which the repair member is deformed by the inserted wedge member to fill the hole.

本発明のように、楔部材が差し込まれた補修部材を、孔の底面の側に楔部材を向けた状態で孔に挿入し補修部材を叩打すると、差し込まれた楔部材によって補修部材が孔内で変形し、その結果、楔部材が孔に充填される。これにより、補修部材と鋳鋼部材との間が隙間無く埋まり、補修部材を鋳鋼部材に確実に固定することができる。このように、本発明によれば、補修部材と楔部材を利用するだけで、鋳鋼部材の表面に発生した亀裂を現場で確実に補修することができる。   As in the present invention, when the repair member with the wedge member inserted is inserted into the hole with the wedge member facing the bottom surface of the hole and the repair member is struck, the repair member is inserted into the hole by the inserted wedge member. As a result, the wedge member is filled in the hole. Thereby, the space between the repair member and the cast steel member is filled without a gap, and the repair member can be reliably fixed to the cast steel member. Thus, according to the present invention, a crack generated on the surface of the cast steel member can be reliably repaired on site only by using the repair member and the wedge member.

また、前述の目的を達成するための本発明の他の一つは、鋳鋼部材の表面に発生した亀裂を切削して孔を設け、設けた孔に補修部材を埋設することにより前記鋳鋼部材を補修する方法であって、その底面に楔部材を設置した前記孔に、前記補修部材を挿入する補修部材挿入工程と、前記挿入した補修部材を叩打することにより、前記補修部材が前記設置した楔部材に差し込まれて変形し、変形した前記楔部材が前記孔を充填する補修部材充填工程とを有することを特徴とする。   Another aspect of the present invention for achieving the above-mentioned object is to cut the crack generated on the surface of the cast steel member to provide a hole, and to bury the repair member in the provided hole, thereby A method for repairing, wherein the repair member is inserted into the hole in which the wedge member is installed on the bottom surface thereof, and the wedge in which the repair member is installed by hitting the inserted repair member. And a repair member filling step in which the deformed wedge member fills the hole.

本発明のように、孔の底面に楔部材を予め設置しておき、この孔に補修部材を挿入することによっても、補修部材を鋳鋼部材に確実に固定することができ、上記発明と同様の効果が得られる。本発明によっても、補修部材と楔部材を利用するだけで、鋳鋼部材の表面に発生した亀裂を現場で確実に補修することができる。   As in the present invention, by installing a wedge member in advance on the bottom surface of the hole and inserting the repair member into the hole, the repair member can be securely fixed to the cast steel member, and the same as in the above invention An effect is obtained. Also according to the present invention, the crack generated on the surface of the cast steel member can be reliably repaired on site only by using the repair member and the wedge member.

なお、上記各発明においては、前記補修部材は、前記鋳鋼部材よりも展延性が高い金属性の素材からなっていてもよい。このようにすれば、補修部材は孔内において容易に変形すると共に、補修後に補修部位に熱応力がかかった場合であってもこれを低減させ、補修部位の耐久性を向上させることができる。   In each of the above-mentioned inventions, the repair member may be made of a metallic material having a higher extensibility than the cast steel member. If it does in this way, while a repair member will change easily in a hole, even if it is a case where thermal stress is applied to a repair part after repair, this can be reduced and durability of a repair part can be improved.

なお、上記各発明においては、前記鋳鋼部材の表面と略垂直になるように前記孔の内側面を形成するようにしてもよい。このようにすれば、孔内の補修部材を叩打した場合、楔部材により補修部材は孔の内側面に向かって拡がり易くなり、補修部材を孔全体に密填させることが容易となる。また、このような略垂直方向への孔の研削は技術的にも容易である。   In each of the above inventions, the inner surface of the hole may be formed so as to be substantially perpendicular to the surface of the cast steel member. In this way, when the repair member in the hole is struck, the repair member easily expands toward the inner surface of the hole by the wedge member, and the repair member can be easily packed in the entire hole. In addition, the grinding of the holes in the substantially vertical direction is technically easy.

また、上記各発明においては、前記亀裂が前記表面で線状をなす場合において、前記亀裂上の各位置に、複数の前記孔を互いに離間して設ける複数孔形成工程と、前記複数の孔を互いに連通させる溝を、前記亀裂に沿って前記亀裂を含むように設ける溝形成工程とを有し、前記補修部材挿入工程では、前記孔に嵌合する形状の第1の前記補修部材を前記孔のそれぞれに挿入すると共に、前記溝に嵌合する形状の第2の前記補修部材を前記溝のそれぞれに挿入し、前記補修部材充填工程では、前記挿入した第1の補修部材を叩打することにより前記孔を前記第1の補修部材で充填すると共に、前記挿入した前記第2の補修部材を叩打することにより前記溝を前記第2の補修部材で充填するようにしてもよい。   Further, in each of the above inventions, in the case where the crack is linear on the surface, a plurality of hole forming steps in which a plurality of the holes are provided apart from each other at each position on the crack, and the plurality of holes are provided. A groove forming step of providing grooves to be communicated with each other so as to include the crack along the crack, and in the repair member inserting step, the first repair member having a shape to be fitted into the hole is formed in the hole. And inserting the second repair member shaped to fit into the groove into each of the grooves, and hitting the inserted first repair member in the repair member filling step The hole may be filled with the first repair member, and the groove may be filled with the second repair member by hitting the inserted second repair member.

本発明のように、亀裂が表面で線状をなす場合、亀裂上の各位置に複数の孔を離間して設け、また、孔を互いに連通させる溝を設けた上で、孔及び溝に嵌合する補修部材(第1の補修部材、第2の補修部材)をそれぞれ挿入し、挿入した補修部材を叩打して充填を行うことにより、亀裂が長大に発生している場合でも、亀裂全体を容易に補修部材で充填し、補修を現場で確実に行うことができる。   As in the present invention, when the crack is linear on the surface, a plurality of holes are provided separately at each position on the crack, and grooves are provided to communicate the holes with each other. Even if the crack is generated by inserting the repair members (the first repair member and the second repair member) to be combined and hitting and filling the inserted repair member, the entire crack is removed. It can be easily filled with repair members and repairs can be reliably performed on site.

また、上記各発明においては、前記鋳鋼部材と前記埋設した補修部材との境界部を加熱することにより前記鋳鋼部材と前記補修部材とを接合する溶接工程を有するようにしてもよい。このように鋳鋼部材と補修部材を溶接することで、鋳鋼部材と補修部材の境界部に亀裂が発生することを防ぐことができる。   Moreover, in each said invention, you may make it have the welding process of joining the said cast steel member and the said repair member by heating the boundary part of the said cast steel member and the said embedded repair member. Thus, by welding a cast steel member and a repair member, it can prevent that a crack generate | occur | produces in the boundary part of a cast steel member and a repair member.

本発明によれば、鋳鋼部材の表面に発生した亀裂を現場で確実に補修することができる。   According to the present invention, a crack generated on the surface of a cast steel member can be reliably repaired on site.

蒸気タービン車室の外殻部材を説明する図である。It is a figure explaining the outer shell member of a steam turbine casing. 外殻部材の表面に発生する亀裂の一例を示す図である。It is a figure which shows an example of the crack which generate | occur | produces on the surface of an outer shell member. 実施例1の補修方法の手順を説明するフローチャートである。3 is a flowchart illustrating a procedure of a repair method according to the first embodiment. 亀裂12を外殻部材10の表面11の上方から見た平面図である。3 is a plan view of the crack 12 as viewed from above the surface 11 of the outer shell member 10. FIG. 切削孔17を表面11と垂直な面で切断した断面図である。3 is a cross-sectional view of the cutting hole 17 cut along a plane perpendicular to the surface 11. FIG. 補修部材30の上方図である。4 is an upper view of the repair member 30. FIG. 楔部材20の上方図である。4 is an upper view of the wedge member 20. FIG. 補修部材30が挿入された切削孔17を表面11と垂直な面で切断した断面図である。It is sectional drawing which cut | disconnected the cutting hole 17 in which the repair member 30 was inserted in the surface perpendicular | vertical to the surface 11. FIG. 補修部材30を充填した切削孔17を表面11と垂直な面で切断した断面図である。FIG. 5 is a cross-sectional view of the cutting hole 17 filled with the repair member 30 cut along a plane perpendicular to the surface 11. 実施例2の補修方法の手順を説明するフローチャートである。6 is a flowchart illustrating a procedure of a repair method according to a second embodiment. 補修部材40が挿入された切削孔17を表面11と垂直な面で切断した断面図である。It is sectional drawing which cut | disconnected the cutting hole 17 in which the repair member 40 was inserted in the surface perpendicular | vertical to the surface 11. FIG. 亀裂41を外殻部材10の表面11の上方から見た平面図である。FIG. 3 is a plan view of a crack 41 as viewed from above the surface 11 of the outer shell member 10. 実施例3の補修方法の手順を説明するフローチャートである。10 is a flowchart illustrating a procedure of a repair method according to a third embodiment. 外殻部材10の表面11を上方から見た図である。It is the figure which looked at the surface 11 of the outer shell member 10 from upper direction. 外殻部材10の表面11を上方から見た図である。It is the figure which looked at the surface 11 of the outer shell member 10 from upper direction. 外殻部材10の表面11を上方から見た図である。It is the figure which looked at the surface 11 of the outer shell member 10 from upper direction. 楔部材の一例を示す図である。It is a figure which shows an example of a wedge member. 楔部材の一例を示す図である。It is a figure which shows an example of a wedge member.

<実施例1>
本実施例の鋳鋼部材の補修方法は、熱応力により鋳鋼部材に発生した亀裂の補修に対して適用することができ、図1に示すような、火力発電所や原子力発電所等に設けられる蒸気タービン車室の外殻部材10に適用できる。
<Example 1>
The method for repairing a cast steel member according to the present embodiment can be applied to repair of a crack generated in a cast steel member due to thermal stress, and steam provided in a thermal power plant or a nuclear power plant as shown in FIG. It can be applied to the outer shell member 10 of the turbine casing.

蒸気タービン車室の外殻部材10は、たとえばCrMoV鋳鋼などからなり、その起動・停止に伴って熱応力を受ける。これにより外殻部材10はクリープ損傷を受け、内側の表面11に直線上の亀裂12が発生する。本実施例では、この亀裂12を補修する場合について説明する。   The outer shell member 10 of the steam turbine casing is made of, for example, CrMoV cast steel or the like, and is subjected to thermal stress as it starts and stops. As a result, the outer shell member 10 is subjected to creep damage, and a linear crack 12 is generated on the inner surface 11. In this embodiment, a case where the crack 12 is repaired will be described.

図2は、本実施例の補修方法の手順を説明するフローチャートである。同図に示すように、まず、亀裂12の方向や寸法を確認する(S11)。   FIG. 2 is a flowchart for explaining the procedure of the repair method of this embodiment. As shown in the figure, first, the direction and dimensions of the crack 12 are confirmed (S11).

図3は、この工程(以下、亀裂確認工程S11という)を説明する、亀裂12を外殻部材10の表面11の上方から見た平面図である。本実施形態では、同図に示すように、亀裂12全体を囲うように、表面11に直径Dの略円形の領域13を定め、この領域13の輪郭線14を基線として、切削孔の形成を開始するようにする。   FIG. 3 is a plan view for explaining this process (hereinafter referred to as crack confirmation process S11), as seen from above the surface 11 of the outer shell member 10. FIG. In this embodiment, as shown in the figure, a substantially circular region 13 having a diameter D is defined on the surface 11 so as to surround the entire crack 12, and a cutting hole is formed with the outline 14 of the region 13 as a base line. Let it start.

次に、この亀裂12を含む表面11を切削し、切削孔を形成する(図2のS12)。   Next, the surface 11 including the crack 12 is cut to form a cutting hole (S12 in FIG. 2).

図4は、この工程(以下、切削孔形成工程S12という)を説明する、表面11と垂直な面で切削孔を切断した断面図である。同図に示すように、輪郭線14に沿って、ドリルやカッター等で外殻部材10の表面11を垂直下方に切削し、これにより円筒形の切削孔17を形成する。切削孔17の深さH2は、少なくとも亀裂12の最大深さH以上とする。   FIG. 4 is a cross-sectional view illustrating this step (hereinafter, referred to as a cutting hole forming step S12), in which the cutting hole is cut along a plane perpendicular to the surface 11. As shown in the figure, along the contour line 14, the surface 11 of the outer shell member 10 is cut vertically downward with a drill, a cutter or the like, thereby forming a cylindrical cutting hole 17. The depth H2 of the cutting hole 17 is at least the maximum depth H of the crack 12.

次に、この切削孔17に、楔部材を差し込んだ補修部材を挿入する(図2のS13)。   Next, the repair member into which the wedge member is inserted is inserted into the cutting hole 17 (S13 in FIG. 2).

図5は、この工程(以下、補修部材挿入工程S13という)を説明するための、切削孔17を表面11と垂直な面で切断した断面図である。同図に示すように、後述する楔部材20をその底面31に差し込んだ円柱形の補修部材30を、楔部材20の底面21を切削孔17の底面18の側に向けた状態で切削孔17に挿入する。   FIG. 5 is a cross-sectional view of the cutting hole 17 cut along a plane perpendicular to the surface 11 for explaining this process (hereinafter referred to as a repair member insertion process S13). As shown in the drawing, a columnar repair member 30 in which a wedge member 20 described later is inserted into the bottom surface 31 thereof, and the cutting hole 17 in a state where the bottom surface 21 of the wedge member 20 faces the bottom surface 18 side of the cutting hole 17 is shown. Insert into.

ここで、図6は補修部材30の斜視図である。同図に示すように、補修部材30は円柱形の部材であり、その頂面32及び底面31の直径がD2、その高さがH3である。補修部材30の高さH3は、切削孔17の高さH2よりもやや長く設計されている。補修部材30は、外殻部材10よりも展延性が高い金属性の素材からなる。例えば、純ニッケル、純クロム、純銀、銀−すず合金等である。   Here, FIG. 6 is a perspective view of the repair member 30. As shown in the figure, the repair member 30 is a cylindrical member, and the top surface 32 and the bottom surface 31 have a diameter D2 and a height H3. The height H3 of the repair member 30 is designed to be slightly longer than the height H2 of the cutting hole 17. The repair member 30 is made of a metallic material having a higher spreadability than the outer shell member 10. For example, pure nickel, pure chromium, pure silver, silver-tin alloy and the like.

図7は楔部材20の上方図である。同図に示すように、楔部材20は円錐形の部材であり、その底面21の直径は補修部材30の頂面32及び底面31よりも短いD3、その高さは補修部材30の高さよりも短いH4である。なお、楔部材20は、補修部材30よりも強度の高い金属からなり、例えば、CrMo鋼、CrMoV鋼、9%Cr鋼、12%Cr鋼、Ni基合金、Co基合金、SUS系材等の高温耐熱材料である。   FIG. 7 is an upper view of the wedge member 20. As shown in the figure, the wedge member 20 is a conical member, the bottom surface 21 has a diameter D3 shorter than the top surface 32 and the bottom surface 31 of the repair member 30, and the height thereof is higher than the height of the repair member 30. Short H4. The wedge member 20 is made of a metal having a higher strength than the repair member 30. For example, the wedge member 20 is made of CrMo steel, CrMoV steel, 9% Cr steel, 12% Cr steel, Ni-base alloy, Co-base alloy, SUS-based material, or the like. It is a high temperature heat resistant material.

次に、切削孔17内に、楔部材20を挿入した補修部材30を叩打し変形させる(図2のS14)。   Next, the repair member 30 having the wedge member 20 inserted therein is struck and deformed in the cutting hole 17 (S14 in FIG. 2).

図8は、この工程(以下、補修部材叩打工程S14という)を説明する、補修部材30が挿入された切削孔17を表面11と垂直な面で切断した断面図である。同図に示すように、切削孔17の底面18にまで挿入した補修部材30の頂面32を、ハンマー等で叩打する(符号35)。補修部材30は前述のように展延性の高い金属からなるので、頂面32への叩打を繰り返すと、補修部材30は、楔部材20が挿入されている部分を中心に外側に変形し、内側面19に向かって拡がる。最終的には、補修部材30は切削孔17全体を充填することになる。   FIG. 8 is a cross-sectional view of the cutting hole 17 into which the repair member 30 is inserted, cut along a plane perpendicular to the surface 11, explaining this step (hereinafter referred to as a repair member hitting step S <b> 14). As shown in the figure, the top surface 32 of the repair member 30 inserted to the bottom surface 18 of the cutting hole 17 is hit with a hammer or the like (reference numeral 35). Since the repair member 30 is made of a highly malleable metal as described above, when the tapping on the top surface 32 is repeated, the repair member 30 is deformed to the outside centering on the portion where the wedge member 20 is inserted. It expands toward the side 19. Eventually, the repair member 30 fills the entire cutting hole 17.

なお、前述のように、補修部材30の高さH3は切削孔17の深さH2よりも高くなっていることから、補修部材30を切削孔17に充填させても、充填後の補修部材30の頂面32の高さは表面11の高さに近くなる。なお、頂面32の高さが表面11の高さより突出している場合は、突出した部分を研削してもよい。   As described above, since the height H3 of the repair member 30 is higher than the depth H2 of the cutting hole 17, even if the repair member 30 is filled in the cutting hole 17, the repair member 30 after filling. The height of the top surface 32 is close to the height of the surface 11. In addition, when the height of the top surface 32 protrudes from the height of the surface 11, the protruding portion may be ground.

最後に、切削孔17内に充填した補修部材30を、外殻部材10と溶接する(図2のS15)。   Finally, the repair member 30 filled in the cutting hole 17 is welded to the outer shell member 10 (S15 in FIG. 2).

図9は、この工程(以下、溶接工程S15という)を説明する、補修部材30を充填した切削孔17を表面11と垂直な面で切断した断面図である。同図に示すように、補修部材30と外殻部材10の境界部(補修部材30の頂面32の周縁33)をレーザー溶接機等で加熱することにより、外殻部材10と補修部材30とを接合(溶接)する(符号34)。これにより、外殻部材10と補修部材30の間に隙間が生じて高温の蒸気が侵入して外殻部材10と補修部材30の境界部に亀裂が発生することを防ぐことができる。   FIG. 9 is a cross-sectional view of the cutting hole 17 filled with the repair member 30 taken along a plane perpendicular to the surface 11 for explaining this process (hereinafter referred to as a welding process S15). As shown in the figure, the boundary between the repair member 30 and the outer shell member 10 (periphery 33 of the top surface 32 of the repair member 30) is heated by a laser welding machine or the like, whereby the outer shell member 10 and the repair member 30 are Are joined (welded) (reference numeral 34). As a result, it is possible to prevent a gap from being generated between the outer shell member 10 and the repair member 30 and high-temperature steam from entering and cracking at the boundary between the outer shell member 10 and the repair member 30.

なお、レーザー溶接機を用いて接合するのではなく、溶接トーチ(TIGトーチ等)を用いてTIG溶接で補修部材30を溶融させる(例えば900℃以下で溶融させる)ようにしてもよい(例えば、補修部材30の素材が純銀の場合)。   Instead of joining using a laser welding machine, the repair member 30 may be melted (for example, melted at 900 ° C. or lower) by TIG welding using a welding torch (TIG torch or the like) (for example, When the material of the repair member 30 is pure silver).

また、外殻部材10と補修部材30との境界部を直接溶接するのではなく、外殻部材10と補修部材30を跨ぐ開先を設け、この開先に対して所定の金属部材を肉盛溶接(レーザー溶接)するようにしてもよい。   Further, instead of directly welding the boundary portion between the outer shell member 10 and the repair member 30, a groove is provided to straddle the outer shell member 10 and the repair member 30, and a predetermined metal member is built up on the groove. You may make it weld (laser welding).

以上のように、本実施例の鋳鋼部材の補修方法によれば、楔部材20が差し込まれた補修部材30を、切削孔17の底面18の側に楔部材20を向けた状態で切削孔17に挿入し補修部材30を叩打すると、差し込まれた楔部材20によって補修部材30が切削孔17内で変形し、その結果、切削孔17に充填される。これにより、補修部材30と外殻部材10との間が隙間無く埋まり、補修部材30を外殻部材10に確実に固定することができる。このように、本実施例の鋳鋼部材の補修方法によれば、補修部材30と楔部材20を利用するだけで、外殻部材10の表面11に発生した亀裂12を現場で確実に補修することができる。   As described above, according to the method for repairing a cast steel member of the present embodiment, the repair member 30 into which the wedge member 20 is inserted is cut in the cutting hole 17 with the wedge member 20 facing the bottom surface 18 side of the cutting hole 17. When the repair member 30 is beaten and inserted, the repair member 30 is deformed in the cutting hole 17 by the inserted wedge member 20, and as a result, the cutting hole 17 is filled. Thereby, the space between the repair member 30 and the outer shell member 10 is filled with no gap, and the repair member 30 can be reliably fixed to the outer shell member 10. Thus, according to the repair method of the cast steel member of the present embodiment, the crack 12 generated on the surface 11 of the outer shell member 10 can be reliably repaired on-site only by using the repair member 30 and the wedge member 20. Can do.

<実施例2>
実施例1では、補修部材30に予め楔部材20を差し込んでおき、その補修部材30を切削孔17に挿入したが、先に楔部材20を切削孔17内に設置しておき、そこに補修部材30を挿入するようにしてもよい。
<Example 2>
In the first embodiment, the wedge member 20 is inserted into the repair member 30 in advance, and the repair member 30 is inserted into the cutting hole 17, but the wedge member 20 is first installed in the cutting hole 17 and repaired there. The member 30 may be inserted.

図10は、本実施例の補修方法の手順を説明するフローチャートである。同図に示すように、まず、亀裂12の方向や寸法を確認する(S21)。次に、この亀裂12を含む切削孔を表面11に形成する(S22)。これらは、実施例1の亀裂確認工程S11、及び切削孔形成工程S12と同様である。   FIG. 10 is a flowchart for explaining the procedure of the repair method of this embodiment. As shown in the figure, first, the direction and dimensions of the crack 12 are confirmed (S21). Next, a cutting hole including the crack 12 is formed on the surface 11 (S22). These are the same as the crack confirmation process S11 and the cutting hole formation process S12 of the first embodiment.

次に、切削孔の底面に楔部材を設置し(S23)、楔部材を設置した切削孔に補修部材を挿入する(S24)。   Next, a wedge member is installed on the bottom surface of the cutting hole (S23), and the repair member is inserted into the cutting hole in which the wedge member is installed (S24).

図11は、この工程(以下、補修部材挿入工程という)を説明するための、補修部材40が挿入された切削孔17を表面11と垂直な面で切断した断面図である。同図に示すように、切削孔17の底面18の中央部に、頂部22を上方にして楔部材20を設置する。そして、補修部材30の底面31を下方にして、補修部材30の底面31が楔部材20の頂部22に当接するまで補修部材30を切削孔17に挿入する。そして、切削孔17に挿入した補修部材30の頂面32をハンマー等で叩打することにより、補修部材30を楔部材20により変形させて、実施例1の補修部材叩打工程S14と同様に切削孔17に補修部材30を充填させる(S25)。   FIG. 11 is a cross-sectional view of the cutting hole 17 into which the repair member 40 is inserted, taken along a plane perpendicular to the surface 11 for explaining this process (hereinafter referred to as a repair member insertion process). As shown in the figure, a wedge member 20 is installed at the center of the bottom surface 18 of the cutting hole 17 with the top portion 22 facing upward. Then, the repair member 30 is inserted into the cutting hole 17 with the bottom surface 31 of the repair member 30 facing downward until the bottom surface 31 of the repair member 30 contacts the top 22 of the wedge member 20. Then, by hitting the top surface 32 of the repair member 30 inserted into the cutting hole 17 with a hammer or the like, the repair member 30 is deformed by the wedge member 20, and the cutting hole is cut in the same manner as in the repair member hitting step S14 of the first embodiment. 17 is filled with the repair member 30 (S25).

最後に、補修部材30を外殻部材10と溶接する(図10のS26)。これは、実施例1の溶接工程S15と同様である。   Finally, the repair member 30 is welded to the outer shell member 10 (S26 in FIG. 10). This is the same as the welding step S15 of the first embodiment.

本実施例のように、切削孔17の底面18に楔部材20を予め設置しておき、切削孔17に補修部材30を挿入することによっても、補修部材30を外殻部材10に確実に固定することができ、実施例1と同様の効果が得られる。このように、本実施例の鋳鋼部材の補修方法によっても、補修部材30と楔部材20を利用するだけで、外殻部材10の表面11に発生した亀裂12を現場で確実に補修することができる。   As in the present embodiment, the repair member 30 is securely fixed to the outer shell member 10 by installing the wedge member 20 in advance on the bottom surface 18 of the cutting hole 17 and inserting the repair member 30 into the cutting hole 17. Thus, the same effect as in the first embodiment can be obtained. As described above, the crack 12 generated on the surface 11 of the outer shell member 10 can be reliably repaired in the field only by using the repair member 30 and the wedge member 20 even by the repair method of the cast steel member of the present embodiment. it can.

<実施例3>
実施例1、2では、亀裂12全体を囲うような円筒形の切削孔17を設けた。ただ、亀裂12の長さが長い場合は、そのような切削孔を設けた場合には切削孔が大きくなりすぎ、補修部位の耐久性が落ちて外観を損ねることにもなる。そこで本実施例では、亀裂41が線状(折れ線状)に長く発生している場合(図12に示したような亀裂41)における補修方法を説明する。
<Example 3>
In Examples 1 and 2, a cylindrical cutting hole 17 was provided so as to surround the entire crack 12. However, when the length of the crack 12 is long, when such a cutting hole is provided, the cutting hole becomes too large, and the durability of the repaired portion is lowered and the appearance is impaired. Therefore, in the present embodiment, a repair method in the case where the crack 41 is long in the form of a line (a broken line) (the crack 41 as shown in FIG. 12) will be described.

図13は、本実施例の補修方法の手順を説明するフローチャートである。同図に示すように、まず、亀裂確認工程S11と同様、亀裂41の方向や寸法を確認する(S31)。   FIG. 13 is a flowchart for explaining the procedure of the repair method of this embodiment. As shown in the figure, first, as in the crack confirmation step S11, the direction and dimensions of the crack 41 are confirmed (S31).

次に、亀裂41上の各所に複数の小さめの切削孔を設け(S32)、さらにこれらの切削孔を連通する溝を設ける(S33)。   Next, a plurality of smaller cutting holes are provided at various locations on the crack 41 (S32), and a groove communicating these cutting holes is provided (S33).

図14は、S32及びS33の工程を説明する、外殻部材10の表面11を上方から見た図である。同図に示すように、折れ線状に発生している亀裂41の各所(本実施例では各屈曲部42)に、実施例1と同様に円筒形の切削孔43をそれぞれ離間して設ける。ただし、各切削孔43の直径(開口部の直径)dは小さめにし、隣接する他の切削孔43と重ならないようにする。   FIG. 14 is a view of the surface 11 of the outer shell member 10 as viewed from above, explaining the steps S32 and S33. As shown in the figure, cylindrical cutting holes 43 are provided at various positions in the cracks 41 generated in a polygonal line (each bent portion 42 in this embodiment), as in the first embodiment. However, the diameter (diameter of the opening) d of each cutting hole 43 is made smaller so that it does not overlap with other adjacent cutting holes 43.

そして、各切削孔43を連通する溝45を、亀裂41に沿って、かつ亀裂41を含むように設ける。なお、溝45の幅は亀裂41を含むような幅であればよいので、切削孔43の直径dより短くてもよい。   And the groove | channel 45 which connects each cutting hole 43 is provided so that the crack 41 may be included along the crack 41. FIG. In addition, since the width | variety of the groove | channel 45 should just be a width | variety including the crack 41, you may be shorter than the diameter d of the cutting hole 43. FIG.

以上のようにして、切削孔43と溝45により構成される一筆の補修孔48を形成する。   As described above, the one-stroke repair hole 48 constituted by the cutting hole 43 and the groove 45 is formed.

次に、図13のS34に示すように、楔部材を差し込んだ補修部材を補修孔48に挿入して叩打し、埋設する。   Next, as shown in S <b> 34 of FIG. 13, the repair member into which the wedge member is inserted is inserted into the repair hole 48 and struck and embedded.

図15は、補修孔48に挿入、埋設する補修部材を上方からみた図である。同図に示すように、本実施例では複数の補修部材を用いる。すなわち、切削孔43の形状に対応する形状の円筒部材63(以下、第1の補修部材ともいう)と、溝45の形状に対応する形状の架橋部材64(以下、第2の補修部材ともいう)とを用い、円筒部材63を切削孔43に、架橋部材64を溝45に、それぞれ挿入、埋設する。   FIG. 15 is a view of the repair member inserted and embedded in the repair hole 48 from above. As shown in the figure, a plurality of repair members are used in this embodiment. That is, a cylindrical member 63 having a shape corresponding to the shape of the cutting hole 43 (hereinafter also referred to as a first repair member) and a bridging member 64 having a shape corresponding to the shape of the groove 45 (hereinafter also referred to as a second repair member). The cylindrical member 63 is inserted and embedded in the cutting hole 43 and the bridging member 64 is inserted in the groove 45, respectively.

なお、円筒部材63の頂面及び底面の直径は、切削孔43の直径よりもやや短くし、円筒部材63の高さは切削孔43の深さよりもやや高く(長く)することが好ましい。また、架橋部材64の幅及び長さは、溝45のそれよりもやや短くし、架橋部材64の高さは溝45の深さよりも高く(長く)することが好ましい。   The diameter of the top surface and the bottom surface of the cylindrical member 63 is preferably slightly shorter than the diameter of the cutting hole 43, and the height of the cylindrical member 63 is preferably slightly higher (longer) than the depth of the cutting hole 43. The width and length of the bridging member 64 are preferably slightly shorter than that of the groove 45, and the height of the bridging member 64 is preferably higher (longer) than the depth of the groove 45.

円筒部材63の底面には、実施例1と同様の円錐形の部材である、楔部材50が差し込まれている。なお、楔部材50の底面の直径は円筒部材63の底面の直径より短くし、楔部材50の高さは円筒部材63の高さより低くすることが好ましい。   A wedge member 50, which is a conical member similar to that of the first embodiment, is inserted into the bottom surface of the cylindrical member 63. The diameter of the bottom surface of the wedge member 50 is preferably shorter than the diameter of the bottom surface of the cylindrical member 63, and the height of the wedge member 50 is preferably lower than the height of the cylindrical member 63.

また、架橋部材64の底面には、楔部材50より小さい円錐形の部材である楔部材55が差し込まれている(素材は楔部材50と同様である)。なお、楔部材55の底面の直径は架橋部材64の幅より短くし、楔部材55の高さは架橋部材64の高さより低くすることが好ましい。また、楔部材55は、架橋部材64の長さに応じて、1つ又はそれ以上、架橋部材64の長手方向に沿って設けられている。   A wedge member 55, which is a conical member smaller than the wedge member 50, is inserted into the bottom surface of the bridging member 64 (the material is the same as that of the wedge member 50). The diameter of the bottom surface of the wedge member 55 is preferably shorter than the width of the bridging member 64, and the height of the wedge member 55 is preferably lower than the height of the bridging member 64. Further, one or more wedge members 55 are provided along the longitudinal direction of the bridging member 64 according to the length of the bridging member 64.

図16は、各補修部材を用いた前述のS34の工程(以下、補修部材叩打工程という)を説明する、外殻部材10の表面11を上方から見た図である。同図に示すように、補修部材叩打工程では、楔部材50を差し込んだ円筒部材63を、実施例1と同じ要領で補修孔48に挿入し、円筒部材63の頂面61をハンマー等で叩打する(符号62)。これにより、円筒部材63は切削孔43の内側面44に向かって拡がり、切削孔43を充填する(符号47)。   FIG. 16 is a view of the surface 11 of the outer shell member 10 as viewed from above, illustrating the above-described step S34 using each repair member (hereinafter referred to as a repair member hitting step). As shown in the figure, in the repairing member hitting process, the cylindrical member 63 into which the wedge member 50 is inserted is inserted into the repairing hole 48 in the same manner as in the first embodiment, and the top surface 61 of the cylindrical member 63 is hit with a hammer or the like. (Reference numeral 62). Thereby, the cylindrical member 63 expands toward the inner surface 44 of the cutting hole 43 and fills the cutting hole 43 (reference numeral 47).

また、楔部材55を差し込んだ各架橋部材64は溝45に挿入し、ハンマー等で架橋部材64の頂面を叩打する(符号65)。これにより、架橋部材64は溝45全体に拡がり、溝45を充填する(符号49)。   Each bridging member 64 into which the wedge member 55 is inserted is inserted into the groove 45, and the top surface of the bridging member 64 is hit with a hammer or the like (reference numeral 65). As a result, the bridging member 64 extends over the entire groove 45 and fills the groove 45 (reference numeral 49).

以上のようにして、各切削孔43を円筒部材63で、各溝45を架橋部材64で、それぞれ充填する。   As described above, each cutting hole 43 is filled with the cylindrical member 63, and each groove 45 is filled with the bridging member 64.

補修部材(円筒部材63、架橋部材64)の充填が終わったら、最後に、各補修部材を外殻部材10と溶接する(図13のS37)。すなわち、実施例1と同様に、円筒部材63、及び架橋部材64のそれぞれの外縁部を加熱して外殻部材10との溶接を行う。   When the filling of the repair members (cylindrical member 63, bridge member 64) is completed, each repair member is finally welded to the outer shell member 10 (S37 in FIG. 13). That is, as in the first embodiment, the outer edge portions of the cylindrical member 63 and the bridging member 64 are heated and welded to the outer shell member 10.

以上のように、本実施例の鋳鋼部材の補修方法によれば、亀裂41が表面で線状をなす場合、亀裂41上の各位置に複数の切削孔43を離間して設け、また、切削孔43を互いに連通させる溝45を設けた上で、切削孔43及び溝45に嵌合する補修部材(第1の補修部材、第2の補修部材)を挿入し、挿入した補修部材を叩打して充填を行うことにより、亀裂41が長大に発生している場合でも、亀裂41全体を容易に補修部材で充填し、補修を現場で確実に行うことができる。また、切削孔43を大きく設ける必要が無いので、補修部位の耐久性を保ち、外観も損ねない。   As described above, according to the repair method of the cast steel member of the present embodiment, when the crack 41 has a linear shape on the surface, the plurality of cutting holes 43 are provided separately at each position on the crack 41, and the cutting is performed. After providing a groove 45 that allows the holes 43 to communicate with each other, a repair member (a first repair member or a second repair member) that fits into the cutting hole 43 and the groove 45 is inserted, and the inserted repair member is tapped. By performing filling, even if the crack 41 is long, the entire crack 41 can be easily filled with the repair member, and the repair can be reliably performed on site. Moreover, since it is not necessary to provide the large cutting hole 43, durability of a repair site | part is maintained and an external appearance is not impaired.

なお、本実施例では、亀裂41の屈曲部42に切削孔43を設けるようにしたが、屈曲部42がない場合(亀裂41が直線状の場合等)や屈曲部42同士が離れている場合は、亀裂41の直線部に適宜切削孔43を設けるようにする。   In this embodiment, the cutting hole 43 is provided in the bent portion 42 of the crack 41. However, when the bent portion 42 is not provided (such as when the crack 41 is linear) or when the bent portions 42 are separated from each other. Is provided with a cutting hole 43 in the straight part of the crack 41 as appropriate.

また、本実施例では、複数の補修部材(第1の補修部材、第2の補修部材)を組み合わせて補修孔48を充填したが、補修孔48の形状に対応した1個の補修部材を補修孔48に充填するようにしてもよい。   In this embodiment, a plurality of repair members (first repair member, second repair member) are combined to fill the repair hole 48. However, one repair member corresponding to the shape of the repair hole 48 is repaired. The holes 48 may be filled.

また、楔部材50の使用方法について、本実施例では、実施例1と同様に予め楔部材50を補修部材60に差し込んでから補修孔48に挿入したが、実施例2のように、切削孔43の底面に楔部材50を設置しておき、そこに補修部材60を補修孔48に挿入することにより楔部材50を差し込むようにしてもよい。   As for the method of using the wedge member 50, in this embodiment, the wedge member 50 is inserted into the repair member 60 in advance, as in the first embodiment, and then inserted into the repair hole 48. The wedge member 50 may be installed on the bottom surface of 43 and the wedge member 50 may be inserted therein by inserting the repair member 60 into the repair hole 48.

<その他の実施例>
上記の実施例では、楔部材の形状は円錐形であったが、補修部材の表面に差し込めるような先端部を有していれば、楔部材の形状はこれに限らない。
<Other examples>
In the above embodiment, the wedge member has a conical shape, but the shape of the wedge member is not limited to this as long as it has a tip that can be inserted into the surface of the repair member.

例えば、楔部材は円錐形以外の任意の錐体でもよく、図17に示すような三角錐状の楔部材70であってもよい。   For example, the wedge member may be an arbitrary cone other than the conical shape, or may be a wedge member 70 having a triangular pyramid shape as shown in FIG.

また、図18に示すような、その長手方向断面が三角形で、傾斜面81の共通辺82が先端部を形成する楔部材80であってもよい。   Further, as shown in FIG. 18, a wedge member 80 having a triangular cross section in the longitudinal direction and a common side 82 of the inclined surface 81 forming a tip portion may be used.

以上の実施例の説明は、本発明の理解を容易にするためのものであり、本発明を限定するものではない。本発明はその趣旨を逸脱することなく、変更、改良され得ると共に本発明にはその等価物が含まれる。   The above description of the embodiments is intended to facilitate understanding of the present invention and is not intended to limit the present invention. The present invention can be changed and improved without departing from the gist thereof, and the present invention includes equivalents thereof.

例えば、溝部よりその容積を大きくした補修部材を溝部に隙間無く充填した場合には、溶接工程を省略することも可能である。   For example, when the repair member having a larger volume than the groove portion is filled in the groove portion without a gap, the welding process can be omitted.

10 外殻部材、11 表面、12 亀裂、13 領域、14 輪郭線、17 切削孔、18 底面、19 内側面、20 楔部材、22 頂部、30 補修部材、31 底面、32 頂面、33 周縁、40 補修部材、41 亀裂、42 屈曲部、43 切削孔、44 内側面、45 溝、48 補修孔、50 楔部材、55 楔部材、60 補修部材、61 頂面、63 円筒部材、64 架橋部材、70 楔部材、71 頂点、80 楔部材、81 傾斜面、82 共通辺 10 outer shell member, 11 surface, 12 crack, 13 region, 14 contour line, 17 cutting hole, 18 bottom surface, 19 inner surface, 20 wedge member, 22 top portion, 30 repair member, 31 bottom surface, 32 top surface, 33 peripheral edge, 40 repair member, 41 crack, 42 bent portion, 43 cutting hole, 44 inner surface, 45 groove, 48 repair hole, 50 wedge member, 55 wedge member, 60 repair member, 61 top surface, 63 cylindrical member, 64 bridging member, 70 wedge member, 71 apex, 80 wedge member, 81 inclined surface, 82 common side

Claims (6)

鋳鋼部材の表面に発生した亀裂を切削して孔を設け、設けた孔に補修部材を埋設することにより前記鋳鋼部材を補修する方法であって、
楔部材を差し込んだ前記補修部材を、前記孔の底面の側に前記楔部材を向けた状態で前記孔に挿入する補修部材挿入工程と、
前記挿入した補修部材を叩打することにより、前記補修部材が前記差し込んだ楔部材により変形し前記孔を充填する補修部材充填工程と
を有することを特徴とする鋳鋼部材の補修方法。
A method of repairing the cast steel member by cutting a crack generated on the surface of the cast steel member to provide a hole, and embedding the repair member in the provided hole,
A repair member inserting step of inserting the repair member into which the wedge member is inserted into the hole in a state where the wedge member faces the bottom surface of the hole;
A repair method for a cast steel member, comprising: a repair member filling step in which the repair member is deformed by the inserted wedge member to fill the hole by tapping the inserted repair member.
鋳鋼部材の表面に発生した亀裂を切削して孔を設け、設けた孔に補修部材を埋設することにより前記鋳鋼部材を補修する方法であって、
その底面に楔部材を設置した前記孔に、前記補修部材を挿入する補修部材挿入工程と、
前記挿入した補修部材を叩打することにより、前記補修部材が前記設置した楔部材に差し込まれて変形し、変形した前記楔部材が前記孔を充填する補修部材充填工程と
を有することを特徴とする鋳鋼部材の補修方法。
A method of repairing the cast steel member by cutting a crack generated on the surface of the cast steel member to provide a hole, and embedding the repair member in the provided hole,
A repair member insertion step of inserting the repair member into the hole in which a wedge member is installed on the bottom surface;
By hitting the inserted repair member, the repair member is inserted into the installed wedge member and deformed, and the deformed wedge member has a repair member filling step of filling the hole. Repair method for cast steel members.
前記補修部材は、前記鋳鋼部材よりも展延性が高い金属性の素材からなることを特徴とする請求項1又は2に記載の鋳鋼部材の補修方法。   The method for repairing a cast steel member according to claim 1, wherein the repair member is made of a metallic material having a higher extensibility than the cast steel member. 前記鋳鋼部材の表面と略垂直になるように前記孔の内側面を形成することを特徴とする、請求項1乃至3のいずれか一項に記載の鋳鋼部材の補修方法。   The method for repairing a cast steel member according to any one of claims 1 to 3, wherein an inner surface of the hole is formed so as to be substantially perpendicular to a surface of the cast steel member. 前記亀裂が前記表面で線状をなす場合において、
前記亀裂上の各位置に、複数の前記孔を互いに離間して設ける複数孔形成工程と、
前記複数の孔を互いに連通させる溝を、前記亀裂に沿って前記亀裂を含むように設ける溝形成工程とを有し、
前記補修部材挿入工程では、前記孔に嵌合する形状の第1の前記補修部材を前記孔のそれぞれに挿入すると共に、前記溝に嵌合する形状の第2の前記補修部材を前記溝のそれぞれに挿入し、
前記補修部材充填工程では、前記挿入した第1の補修部材を叩打することにより前記孔を前記第1の補修部材で充填すると共に、前記挿入した前記第2の補修部材を叩打することにより前記溝を前記第2の補修部材で充填する
ことを特徴とする、請求項1乃至4のいずれか一項に記載の鋳鋼部材の補修方法。
In the case where the crack is linear on the surface,
A plurality of hole forming steps in which a plurality of the holes are provided apart from each other at each position on the crack; and
A groove forming step of providing a groove for communicating the plurality of holes with each other so as to include the crack along the crack;
In the repair member inserting step, the first repair member shaped to fit into the hole is inserted into each of the holes, and the second repair member shaped to fit into the groove is inserted into each of the grooves. Inserted into
In the repairing member filling step, the hole is filled with the first repairing member by tapping the inserted first repairing member, and the groove is formed by tapping the inserted second repairing member. The method for repairing a cast steel member according to any one of claims 1 to 4, wherein the second repair member is used for filling the steel plate.
前記鋳鋼部材と前記充填した前記補修部材との境界部を加熱することにより前記鋳鋼部材と前記補修部材とを接合する溶接工程を有することを特徴とする請求項1乃至5のいずれか一項に記載の鋳鋼部材の補修方法。   6. The method according to claim 1, further comprising a welding step of joining the cast steel member and the repair member by heating a boundary portion between the cast steel member and the filled repair member. The repair method of the cast steel member of description.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2291162A (en) * 1940-04-15 1942-07-28 Kirby Lonnie Dee Method of repairing castings
US3522648A (en) * 1968-11-29 1970-08-04 Caterpillar Tractor Co Sealed hole and method of producing
JPS5253742A (en) * 1975-10-30 1977-04-30 Kawasaki Steel Co Method of partially repairing outer cylindrical part of blowing tuyere
JPS592904U (en) * 1982-06-29 1984-01-10 日野自動車株式会社 Rodsudo
JP2000501657A (en) * 1995-12-08 2000-02-15 シーメンス アクチエンゲゼルシヤフト Method for removing cracks from metal structural parts, especially turbine blades, and turbine blade

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2291162A (en) * 1940-04-15 1942-07-28 Kirby Lonnie Dee Method of repairing castings
US3522648A (en) * 1968-11-29 1970-08-04 Caterpillar Tractor Co Sealed hole and method of producing
JPS5253742A (en) * 1975-10-30 1977-04-30 Kawasaki Steel Co Method of partially repairing outer cylindrical part of blowing tuyere
JPS592904U (en) * 1982-06-29 1984-01-10 日野自動車株式会社 Rodsudo
JP2000501657A (en) * 1995-12-08 2000-02-15 シーメンス アクチエンゲゼルシヤフト Method for removing cracks from metal structural parts, especially turbine blades, and turbine blade

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