JP2017089813A - Vibration controlled steel pipe and method for changing natural frequency of steel pipe - Google Patents

Vibration controlled steel pipe and method for changing natural frequency of steel pipe Download PDF

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JP2017089813A
JP2017089813A JP2015222745A JP2015222745A JP2017089813A JP 2017089813 A JP2017089813 A JP 2017089813A JP 2015222745 A JP2015222745 A JP 2015222745A JP 2015222745 A JP2015222745 A JP 2015222745A JP 2017089813 A JP2017089813 A JP 2017089813A
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steel pipe
vibration
natural frequency
pipe
per unit
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JP6664936B2 (en
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狩野 忍
Shinobu Kano
忍 狩野
冨村 宏紀
Hiroki Tomimura
宏紀 冨村
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Nippon Steel Nisshin Co Ltd
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Nisshin Steel Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a vibration controlled steel pipe capable of preventing noise or damage or the like caused by vibration in view of restriction against transmittance of vibration and a method for changing natural frequency of the steel pipe.SOLUTION: This invention relates to a vibration controlled steel pipe 1 featuring that its outer peripheral surface has a distribution of several recesses 3 and an interface length of a recess per unit area is in a range of 0.4 to 0.85 mm. Arrangement of recesses at the surface of the steel pipe 1 causes its natural frequency to be changed in respect to that of its original pipe. Accordingly, setting this natural frequency appropriately to such a natural frequency as one not producing any resonance enables this pipe to be changed into a vibration controlled steel pipe. Further, since its natural frequency becomes smaller than that of its original pipe in a range of 0.4 to 0.8 mm of an interface length per unit area of the recess, its vibration transmissibility also becomes low and vibration is hardly transmitted to it.SELECTED DRAWING: Figure 1

Description

本発明は、制振性を有する鋼管及び鋼管の固有振動数の変更方法に関する。   The present invention relates to a steel pipe having damping properties and a method for changing the natural frequency of the steel pipe.

車両のエンジンや排ガス用部材等において、複数の鋼管が連結されている。このような鋼管は、エンジン本体の振動や鋼管内部を流れる流体の影響で、振動が発生する場合がある。
振動が発生すると、振動が発生した鋼管の内部や、連結されている他の鋼管や他部材に振動が伝達する。そして、所定の条件が重なると、連結されている他の鋼管や他部材との間で共振する。
振動が伝達されて共振が発生すると、振動が増幅され、騒音が発生し、また、鋼管の連結部や鋼管自体、他部材が破損する可能性がある。
振動による騒音や破損等を防止する方法としては、振動の発生の抑制、共振の回避、振動の伝達抑制等が考えられる。
A plurality of steel pipes are connected in a vehicle engine, an exhaust gas member, or the like. Such a steel pipe may generate vibration due to the vibration of the engine body or the influence of a fluid flowing inside the steel pipe.
When the vibration is generated, the vibration is transmitted to the inside of the steel pipe where the vibration is generated or to another connected steel pipe or other member. And if a predetermined condition overlaps, it will resonate between other connected steel pipes and other members.
When vibration is transmitted and resonance occurs, the vibration is amplified, noise is generated, and the connecting portion of the steel pipe, the steel pipe itself, and other members may be damaged.
As a method for preventing noise or damage due to vibration, suppression of vibration generation, avoidance of resonance, suppression of vibration transmission, and the like can be considered.

例えば、振動の発生の抑制としては、鋼管の内部に、内部に空洞を有する発泡体からなる筒状形成体を配置し、外側から加わる衝撃による構造体の振動を抑制している技術が提案されている(特許文献1参照)。また、鋼管に支持装置を取り付けることで振動を抑制している技術も提案されている(特許文献2参照)。   For example, to suppress the occurrence of vibration, a technique has been proposed in which a tubular formed body made of a foam having a cavity inside is disposed inside a steel pipe, and the vibration of the structure due to an impact applied from the outside is suppressed. (See Patent Document 1). Moreover, the technique which suppresses a vibration by attaching a support apparatus to a steel pipe is also proposed (refer patent document 2).

特開平9−189340号公報JP-A-9-189340 特開昭60−81588号公報JP-A-60-81588

しかし、これらの振動の発生を抑制する技術は、筒状形成体や支持装置等の部材が別途必要であり、製造コストがかかる。さらに、特許文献1の鋼管は、鋼管の厚みが筒状形成体の分だけ増大する。特許文献2では、支持装置を配置するスペースが必要である。
本発明は、振動の伝達抑制の観点から、振動による騒音や破損等を防止可能な、制振性を有する鋼管及び鋼管の固有振動数の変更方法を提供することを目的とする。
However, the technology for suppressing the occurrence of these vibrations requires additional members such as a cylindrical formed body and a supporting device, which requires manufacturing costs. Furthermore, as for the steel pipe of patent document 1, the thickness of a steel pipe increases by the part of a cylindrical formation body. In patent document 2, the space which arrange | positions a support apparatus is required.
It is an object of the present invention to provide a steel pipe having damping properties and a method for changing the natural frequency of the steel pipe that can prevent noise and breakage due to vibration from the viewpoint of suppressing vibration transmission.

一般に、鋼管に一定の振動が加わり、板厚が同じ場合、鋼管の外径が小さいほうが固有振動数は大きくなる。
素管に凹部を分布させた場合、凸部が設けられている部分の外径は素管の外径と変わらないが、凹部が設けられている部分の外径は素管の外径よりも小さくなっている。
このため、素管に凹部を分布させた鋼管の固有振動数は素管の固有振動数に対して大きくなることが予想される。
Generally, when a certain vibration is applied to the steel pipe and the plate thickness is the same, the natural frequency increases as the outer diameter of the steel pipe decreases.
When the concave portions are distributed in the raw tube, the outer diameter of the portion where the convex portion is provided is not different from the outer diameter of the raw tube, but the outer diameter of the portion where the concave portion is provided is larger than the outer diameter of the raw tube. It is getting smaller.
For this reason, it is expected that the natural frequency of the steel pipe in which the concave portions are distributed in the raw pipe is larger than the natural frequency of the raw pipe.

しかし、本発明者らは鋭意検討を行い、単位面積当たりの凹部境界長さL2を変化させた結果、
(1)L2が小さい場合、鋼管の固有振動数が上昇する。これは、鋼管表面に外径縮小の要素(凹部)が付加されたことを意味する。この場合は、上述のように予想された変化である。
(2)L2が、あるL2よりも大きい条件では、固有振動数が低下に転じる。この変化は、新規に発見した知見である。
(3)さらにL2が増加すると、固有振動数の増加に転じる。これは、上述のように予想された変化である。
このように、本発明者らは、素管に複数の凹部を分布させたとき、複数の凹部の単位面積当たりの境界長さが所定の範囲の場合に、固有振動数を素管よりも小さくすることができることを見出した。固有振動数が小さいと、振動伝達率が小さくなる傾向にある。振動伝達率が小さくなれば、振動の伝達が抑制される。
However, the present inventors conducted intensive studies and changed the recess boundary length L2 per unit area.
(1) When L2 is small, the natural frequency of the steel pipe increases. This means that an outer diameter reduction element (concave portion) is added to the surface of the steel pipe. In this case, the change is expected as described above.
(2) Under a condition where L2 is larger than a certain L2, the natural frequency starts to decrease. This change is a newly discovered finding.
(3) When L2 further increases, the natural frequency starts to increase. This is the expected change as described above.
As described above, when the plurality of concave portions are distributed in the raw tube, the present inventors make the natural frequency smaller than that of the raw tube when the boundary length per unit area of the plurality of concave portions is within a predetermined range. Found that you can. When the natural frequency is small, the vibration transmissibility tends to be small. If the vibration transmissibility decreases, vibration transmission is suppressed.

すなわち、本発明は、外周面に複数の凹部が分布し、単位面積当たりの前記凹部の境界長さが0.4mm〜0.85mmである、制振性を有する鋼管である。   That is, the present invention is a steel pipe having vibration damping properties in which a plurality of recesses are distributed on the outer peripheral surface, and the boundary length of the recesses per unit area is 0.4 mm to 0.85 mm.

前記鋼管の、前記凹部における厚さt1の、前記凹部以外における厚さt2に対する割合t1/t2が、0.5〜0.8であることが好ましい。   It is preferable that the ratio t1 / t2 of the thickness t1 in the concave portion to the thickness t2 other than the concave portion is 0.5 to 0.8.

また、本発明は、鋼管の外周面に複数の凹部を形成することにより前記鋼管の固有振動数を変更する、鋼管の固有振動数の変更方法である。   Moreover, this invention is a change method of the natural frequency of a steel pipe which changes the natural frequency of the said steel pipe by forming a some recessed part in the outer peripheral surface of a steel pipe.

前記変更方法において、前記凹部の境界長さが単位面積当たり0.4〜0.85mmであるあることが好ましい。   In the changing method, it is preferable that the boundary length of the recess is 0.4 to 0.85 mm per unit area.

本発明によると、振動の伝達抑制の観点から、振動による騒音や破損等を防止可能な、制振性を有する鋼管及び鋼管の固有振動数の変更方法を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the change method of the natural frequency of the steel pipe which has the damping property which can prevent the noise, damage, etc. by vibration from a viewpoint of transmission suppression of vibration and a steel pipe can be provided.

実施形態にかかる制振性を有する鋼管の斜視図である。It is a perspective view of the steel pipe which has damping property concerning an embodiment. 図1の鋼管の展開断面図である。It is an expanded sectional view of the steel pipe of FIG. 実施形態の制振性を有する鋼管の製造装置に含まれる、払い出しリールと、2段圧延機と、巻き取りリールとを示す図である。It is a figure which shows the pay-out reel, the two-high rolling mill, and the take-up reel which are included in the steel pipe manufacturing apparatus having vibration damping properties of the embodiment. 実施形態の制振性を有する鋼管の製造装置に含まれる、造管機を示す図である。It is a figure which shows the pipe making machine contained in the manufacturing apparatus of the steel pipe which has damping property of embodiment. 固有振動数の測定方法を説明する図である。It is a figure explaining the measuring method of a natural frequency. 鋼管に取り付けた振動センサーの位置を示す図である。It is a figure which shows the position of the vibration sensor attached to the steel pipe. 加振位置を示す図である。It is a figure which shows an excitation position. 鋼管の固有振動数の測定方法の流れを説明する図である。It is a figure explaining the flow of the measuring method of the natural frequency of a steel pipe. 測定された鋼管の固有振動数を示すグラフである。It is a graph which shows the natural frequency of the measured steel pipe.

図1は、本発明の実施形態にかかる制振性を有する鋼管1の斜視図である。図2は、図1の鋼管1の展開断面図である。
実施形態の鋼管1は、図示するように、鋼管1の外面に、溝5を形成することによって厚さt2の凸部2と、厚さt1の凹部3とが形成されている。
実施形態の溝5は、鋼管1の軸線Aに対して螺旋状に形成された互いに平行な複数の第1溝5aと、軸線Aに対して第1溝5aと逆方向の螺旋状に形成された互いに平行な複数の第2溝5bとを含む。
この第1溝5aと第2溝5bとによって、鋼管1の表面に菱形形状の凸部2(厚肉部)が形成される。ただし、凸部2と凹部3(薄肉部)との形状は、この形状に限定されず、他の形状であってもよい。
また、鋼管の材質は、ステンレス鋼が好ましく、特に、フェライト系ステンレス鋼、オーステナイト系ステンレス鋼からなる鋼管が好ましい。
FIG. 1 is a perspective view of a steel pipe 1 having vibration damping properties according to an embodiment of the present invention. FIG. 2 is a developed sectional view of the steel pipe 1 of FIG.
As shown in the drawing, the steel pipe 1 according to the embodiment has a convex portion 2 having a thickness t2 and a concave portion 3 having a thickness t1 formed by forming a groove 5 on the outer surface of the steel pipe 1.
The grooves 5 of the embodiment are formed in a plurality of first grooves 5a that are formed in a spiral shape with respect to the axis A of the steel pipe 1 and in a spiral shape that is opposite to the first grooves 5a with respect to the axis A. And a plurality of second grooves 5b parallel to each other.
By the first groove 5 a and the second groove 5 b, rhomboid convex portions 2 (thick portions) are formed on the surface of the steel pipe 1. However, the shape of the convex part 2 and the recessed part 3 (thin wall part) is not limited to this shape, Other shapes may be sufficient.
The material of the steel pipe is preferably stainless steel, and in particular, a steel pipe made of ferritic stainless steel or austenitic stainless steel is preferred.

次に、実施形態の鋼管1の製造装置100について説明する。図3及び図4は実施形態の制振性を有する鋼管の製造装置を示す図である。
鋼管1の製造装置100は、払い出しリール21と、2段圧延機22と、巻き取りリール23と、造管機24とを備える。
図3は、払い出しリール21と、2段圧延機22と、巻き取りリール23とを示す図である。図4は造管機24を示す図である。
Next, the manufacturing apparatus 100 of the steel pipe 1 of embodiment is demonstrated. 3 and 4 are views showing a steel pipe manufacturing apparatus having vibration damping properties according to the embodiment.
The steel pipe 1 manufacturing apparatus 100 includes a pay-out reel 21, a two-high rolling mill 22, a take-up reel 23, and a pipe making machine 24.
FIG. 3 is a view showing the payout reel 21, the two-high rolling mill 22, and the take-up reel 23. FIG. 4 is a view showing the pipe making machine 24.

2段圧延機22は、一対の圧延ロール12、12’を備える。上側の圧延ロール12には、エッチング加工により凹凸形状が形成されている。また、下側の圧延ロール12’は凹凸形状が設けられていないフラットロールを用いる。   The two-high rolling mill 22 includes a pair of rolling rolls 12 and 12 '. The upper rolling roll 12 has a concavo-convex shape formed by etching. The lower rolling roll 12 'is a flat roll that is not provided with an uneven shape.

造管機24は、払い出しリール25と、曲げ部13と、造管部14とを備える。
曲げ部13は、鋼帯61を上下方向から挟むように配置された複数対の曲げロール15を備える。造管部14は、造管ロール16及び造管ロール17を備える。造管ロール16は、鋼管1の原料である鋼帯61を左右方向から挟むように配置された複数対のロールである。造管ロール17は、鋼帯61を上下方向から挟むように配置された複数対のロールである。
The pipe making machine 24 includes a payout reel 25, a bending part 13, and a pipe making part 14.
The bending part 13 is provided with a plurality of pairs of bending rolls 15 arranged so as to sandwich the steel strip 61 from above and below. The pipe making unit 14 includes a pipe making roll 16 and a pipe making roll 17. The pipe making rolls 16 are a plurality of pairs of rolls arranged so as to sandwich the steel strip 61 that is a raw material of the steel pipe 1 from the left-right direction. The pipe making roll 17 is a plurality of pairs of rolls arranged so as to sandwich the steel strip 61 from above and below.

次に、上記製造装置100を用いた、本実施形態の鋼管1の製造方法について説明する。
まず、原板となる凹凸の形成されていない鋼帯11を巻回したコイル10を払い出しリール21にセットする。
次いで、払い出しリール21から鋼帯11を払い出し、2段圧延機22に送り込む。
2段圧延機22では、一対の圧延ロール12、12‘によって、鋼帯11に圧下を加える。
これにより、上側の圧延ロール12に形成されていた凹凸形状が鋼帯11の表面に転写され、凹凸が付与された鋼帯61が製造される。
これを巻き取りリール23に巻き取ることで、凹凸が付与された鋼帯61のコイル60が得られる。
なお、鋼帯61のコイルの製造には、2段圧延機22以外の圧延機を用いることもできる。
Next, the manufacturing method of the steel pipe 1 of this embodiment using the said manufacturing apparatus 100 is demonstrated.
First, the coil 10 around which the steel strip 11 with no irregularities as the original plate is wound is set on the delivery reel 21.
Next, the steel strip 11 is delivered from the delivery reel 21 and fed into the two-high rolling mill 22.
In the two-high rolling mill 22, the steel strip 11 is reduced by a pair of rolling rolls 12 and 12 ′.
Thereby, the uneven | corrugated shape currently formed in the upper rolling roll 12 is transcribe | transferred to the surface of the steel strip 11, and the steel strip 61 with which the unevenness | corrugation was provided is manufactured.
By winding this around the take-up reel 23, the coil 60 of the steel strip 61 provided with irregularities is obtained.
A rolling mill other than the two-high rolling mill 22 can be used for manufacturing the coil of the steel strip 61.

次に、鋼帯61のコイル60を、図4に示す造管機24の払い出しリール25にセットする。
そして、鋼帯61を払い出しリール25より払い出し、曲げ部13と造管部14を経て徐々に管状に成形する。
最後に鋼帯61の両端である突合せ部を溶接することにより、凹凸が付与された鋼管1を製造する。
Next, the coil 60 of the steel strip 61 is set on the delivery reel 25 of the pipe making machine 24 shown in FIG.
Then, the steel strip 61 is paid out from the pay-out reel 25, and is gradually formed into a tubular shape through the bending portion 13 and the pipe forming portion 14.
Finally, the steel pipe 1 provided with irregularities is manufactured by welding the butt portions which are both ends of the steel strip 61.

ここで、製造された鋼管1の表面に形成された凹部3の境界(縁部)の、単位面積あたりの長さL2は、図1に示すように鋼管1の表面における長さWの範囲Sに存在する凹部3の境界2aの長さの総計L(mm)を、範囲Sの面積であるW×2πr(r:鋼管1の外面の半径)(mm)で割った値である。

L2=L/(W×2πr)

以下、これを、単位面積当たりの凹部境界長さL2という。
凹部境界長さL2を選んだ理由は、外表面において凹凸が混在する割合(程度)に着目したからであり、その割合を評価する指標として、凹部と凸部とを区分する境界の長さとして凹部境界長さL2を選んだ。
なお、凹部境界は凸部境界でもあるので、凹部境界長さL2は凸部境界長さと同じ長さである。
なお、L2を求める範囲Sは、選択された範囲Sによって、そこに含まれる凹凸の数にバラつきが生じないように、広めに選択する。鋼管1の表面に形成された凹凸の配置が均一でない場合、複数の範囲Sにおける単位面積当たりの凹部境界長さL2を測定し、その平均を求めてもよい。
また、この凹部境界長さL2は、2段圧延機22の上側の圧延ロール12に形成されている凹凸形状を変更することで調整できる。
Here, the length L2 per unit area of the boundary (edge) of the recess 3 formed on the surface of the manufactured steel pipe 1 is a range S of the length W on the surface of the steel pipe 1 as shown in FIG. Is a value obtained by dividing the total length L (mm) of the boundary 2a of the recess 3 existing in the area by W × 2πr (r: radius of the outer surface of the steel pipe 1) (mm 2 ) which is the area of the range S.

L2 = L / (W × 2πr)

Hereinafter, this is referred to as a recess boundary length L2 per unit area.
The reason for selecting the recess boundary length L2 is that it focuses on the ratio (degree) of unevenness on the outer surface, and as an index for evaluating the ratio, the length of the boundary that separates the recess and the protrusion A recess boundary length L2 was selected.
Since the concave boundary is also a convex boundary, the concave boundary length L2 is the same length as the convex boundary length.
It should be noted that the range S for obtaining L2 is selected broadly so that the selected range S does not cause variations in the number of irregularities included therein. If the unevenness formed on the surface of the steel pipe 1 is not uniform, the recess boundary length L2 per unit area in the plurality of ranges S may be measured, and the average thereof may be obtained.
Moreover, this recessed part boundary length L2 can be adjusted by changing the uneven | corrugated shape currently formed in the rolling roll 12 of the upper side of the two-high mill 22.

また、図2に示す凹部3の厚さt1と凸部2の厚さt2の比、t1/t2(以下、板厚比という)は、2段圧延機22の圧延荷重を変更することで調整できる。   Further, the ratio t1 / t2 (hereinafter referred to as the plate thickness ratio) of the thickness t1 of the concave portion 3 and the thickness t2 of the convex portion 2 shown in FIG. 2 is adjusted by changing the rolling load of the two-high rolling mill 22. it can.

以下、上述の製造装置100及び製造方法で製造した鋼管1の効果、特徴について説明する。
実施形態では、材質がフェライト系ステンレス鋼であるSUS409で、単位面積当たりの凹部境界長さL2が以下の表1に示すA、B,C,Dの4種類、板厚比t1/t2が以下の表2に示すa,b,c,dの4種類の合計16種類である鋼管1を製造した。
Hereinafter, effects and features of the steel pipe 1 manufactured by the manufacturing apparatus 100 and the manufacturing method described above will be described.
In the embodiment, the material is SUS409 made of ferritic stainless steel, the recess boundary length L2 per unit area is four types A, B, C, and D shown in Table 1 below, and the plate thickness ratio t1 / t2 is below The steel pipe 1 which is a total of 16 types of 4 types of a, b, c, and d shown in Table 2 was manufactured.

また、材質がオーステナイト系ステンレス鋼であるSUS304で、単位面積当たりの凹部境界長さL2が以下の表1に示すA、B,C,Dの4種類、板厚比t1/t2が1種類のb(58%)の合計4種類の鋼管1を製造した。   Further, the material is SUS304 made of austenitic stainless steel, and the recess boundary length L2 per unit area is four types A, B, C, and D shown in Table 1 below, and the plate thickness ratio t1 / t2 is one type. A total of four types of steel pipes 1 with b (58%) were produced.

なお、SUS409及びSUS304の鋼帯は、どちらも、厚さが1.2mm、幅が94.2mmである。これらの鋼帯の幅が94.2mmであるので、製造された鋼管1の外径は30mmである。2段圧延機22での圧延荷重は100〜200Nである。製造された凹凸の形状は図1に示す形状で、凹部3の厚さt1は0.5から1.0mm、凸部2の厚さt2は1.2mm、凸部の大きさは表1に示す通りである。
なおこれらの単位面積当たりの凹部境界長さL2はノギスで対角線を測定して算出し、凹部3の厚さt1、凸部2の厚さt2はマイクロメータにより測定した。
なお、本発明の鋼管1の材質、サイズ等は、これに限定されるものではない。
The steel strips of SUS409 and SUS304 both have a thickness of 1.2 mm and a width of 94.2 mm. Since the width of these steel strips is 94.2 mm, the outer diameter of the manufactured steel pipe 1 is 30 mm. The rolling load in the two-high rolling mill 22 is 100 to 200N. The shape of the manufactured unevenness is the shape shown in FIG. 1, the thickness t1 of the concave portion 3 is 0.5 to 1.0 mm, the thickness t2 of the convex portion 2 is 1.2 mm, and the size of the convex portion is shown in Table 1. As shown.
The recess boundary length L2 per unit area was calculated by measuring a diagonal line with calipers, and the thickness t1 of the recess 3 and the thickness t2 of the protrusion 2 were measured with a micrometer.
In addition, the material, size, etc. of the steel pipe 1 of this invention are not limited to this.

Figure 2017089813
Figure 2017089813

Figure 2017089813
Figure 2017089813

次いで、製造した鋼管1の固有振動数を測定した。図5は、固有振動数の測定方法を説明する図である。図示するように、鋼管1を三脚31にワイヤー32で吊るした。   Next, the natural frequency of the manufactured steel pipe 1 was measured. FIG. 5 is a diagram for explaining a method of measuring the natural frequency. As shown in the drawing, the steel pipe 1 was suspended from a tripod 31 with a wire 32.

図6は、鋼管1に取り付けた振動センサー33の位置33A,33Bを示す図である。図示するように、鋼管1の下端から75mmの位置33Aと231mmの位置33Bに振動センサー33をシアノアクリレート系接着剤で取り付けた。
そして、下端から89mmの位置(加振位置34)をインパルスハンマー37で加振させ、振動センサー33で振動を測定した。
FIG. 6 is a diagram showing positions 33A and 33B of the vibration sensor 33 attached to the steel pipe 1. As shown in FIG. As shown in the figure, vibration sensors 33 were attached to a position 33A of 75 mm and a position 33B of 231 mm from the lower end of the steel pipe 1 with a cyanoacrylate adhesive.
Then, a position 89 mm from the lower end (excitation position 34) was vibrated with an impulse hammer 37, and vibration was measured with a vibration sensor 33.

図7は、加振位置34を示す図である。加振位置34は、鋼管1の溶接部の位置34aと、溶接部1aから90度回転した位置34bの2か所とした。振動センサー33の位置は、加振位置34から180度回転した位置とした。すなわち、図7に示すようにインパルスハンマー37の加振が加振位置34aの場合、振動センサー33の位置は33Aa,33Baで、インパルスハンマー37の加振が加振位置34bの場合、振動センサー33の位置は33Ab,33Bbである。   FIG. 7 is a diagram showing the vibration position 34. The vibration position 34 was set at two locations, a position 34a of the welded portion of the steel pipe 1 and a position 34b rotated 90 degrees from the welded portion 1a. The position of the vibration sensor 33 was a position rotated 180 degrees from the vibration position 34. That is, as shown in FIG. 7, when the vibration of the impulse hammer 37 is at the vibration position 34a, the position of the vibration sensor 33 is 33Aa and 33Ba, and when the vibration of the impulse hammer 37 is at the vibration position 34b, The positions are 33Ab and 33Bb.

図8は、鋼管1の固有振動数の測定方法の流れを説明する図である。
また、以下の表3は、使用した測定使用機器である。
FIG. 8 is a diagram for explaining the flow of the method for measuring the natural frequency of the steel pipe 1.
In addition, Table 3 below shows the measurement-use equipment used.

Figure 2017089813
Figure 2017089813

図8に示すように、振動センサー33A,33Bで測定された振動を、振動アンプ35A,35Bで増幅し、周波数分析器36においてパワースペクトル波形におけるピークにより固有振動数を決定した。
なお、振動センサー33の位置33Aa,33Ab,33Ba,33Bbの間の測定値のバラつき、及び振動センサーの取り付け方による測定値のばらつきは、固有振動数で±2の範囲であった。
As shown in FIG. 8, the vibrations measured by the vibration sensors 33A and 33B were amplified by vibration amplifiers 35A and 35B, and the natural frequency was determined by the frequency analyzer 36 based on the peak in the power spectrum waveform.
In addition, the variation in the measured value among the positions 33Aa, 33Ab, 33Ba, and 33Bb of the vibration sensor 33 and the variation in the measured value depending on how the vibration sensor is attached were in the range of ± 2 in terms of natural frequency.

図9は、測定された鋼管1の固有振動数を示すグラフである。なお、比較のため、凹凸を形成していない素管の固有振動数の測定結果もグラフに示す。図9に示すように、本実施形態の鋼管1は、以下の特徴を有する。   FIG. 9 is a graph showing the measured natural frequency of the steel pipe 1. For comparison, the graph also shows the measurement result of the natural frequency of the raw pipe not formed with unevenness. As shown in FIG. 9, the steel pipe 1 of this embodiment has the following characteristics.

(1)表面に凹凸を付与した本実施形態の鋼管1(鋼管A,B,C,D)は、素管に対して、固有振動数が変化している。
固有振動数が近い部材同士(鋼管1と他の鋼管、鋼管1と他の部材等)を連結すると共振が発生する。したがって、共振を防止するには、固有振動数が異なる部材同士を連結すればよい。
しかし、固有振動数は、鋼管の長さ、材質、径、厚み等で異なるが、それぞれ、他の要因で長さや材質が決まる場合が多いので、固有振動数を自由に変化させるのは困難である。
本実施形態の鋼管1は、表面に凹凸が付与され、固有振動数が素管に対して変更されている。この固有振動数を、他部材との関係において適宜、共振が発生しない固有振動数とすることで、鋼管1に制振性を付与することができる。
(1) The natural frequency of the steel pipe 1 (steel pipes A, B, C, and D) according to the present embodiment in which unevenness is provided on the surface is changed with respect to the raw pipe.
When members having close natural frequencies (steel pipe 1 and other steel pipes, steel pipe 1 and other members, etc.) are connected, resonance occurs. Therefore, in order to prevent resonance, members having different natural frequencies may be connected.
However, the natural frequency varies depending on the length, material, diameter, thickness, etc. of the steel pipe, but since the length and material are often determined by other factors, it is difficult to change the natural frequency freely. is there.
As for the steel pipe 1 of this embodiment, the unevenness | corrugation is provided to the surface and the natural frequency is changed with respect to the elementary pipe. By setting this natural frequency to a natural frequency at which resonance does not occur as appropriate in relation to other members, it is possible to impart damping properties to the steel pipe 1.

(2)鋼管1の表面に付与された凹部2の単位面積当たりの境界長さL2が、0.4から0.8mmの範囲において、鋼管1の固有振動数は、素管の固有振動数よりも小さくなっている。
一般に、鋼管に一定の振動が加わり、板厚が同じ場合、鋼管の外径が小さいほうが固有振動数は大きくなる。本実施形態では、素管に溝5を形成することで凹凸を形成している。したがって、凸部2が設けられている部分の外径は素管の外径と変わらないが、凹部3が設けられている部分の外径は素管の外径よりも小さくなっている。そのため、鋼管1の固有振動数は素管の固有振動数に対して大きくなることが予想された。
(2) When the boundary length L2 per unit area of the concave portion 2 provided on the surface of the steel pipe 1 is in the range of 0.4 to 0.8 mm, the natural frequency of the steel pipe 1 is greater than the natural frequency of the raw pipe. Is also getting smaller.
Generally, when a certain vibration is applied to the steel pipe and the plate thickness is the same, the natural frequency increases as the outer diameter of the steel pipe decreases. In this embodiment, the unevenness | corrugation is formed by forming the groove | channel 5 in a base tube. Accordingly, the outer diameter of the portion where the convex portion 2 is provided is not different from the outer diameter of the raw tube, but the outer diameter of the portion where the concave portion 3 is provided is smaller than the outer diameter of the raw tube. For this reason, the natural frequency of the steel pipe 1 was expected to be larger than the natural frequency of the raw pipe.

しかし、本実施形態では、上述のように単位面積当たりの凹部境界長さL2が、0.4から0.8mmの範囲において、鋼管1の固有振動数が素管のそれと比べて小さくなることが分かった。
この理由は明らかでない。凸部2と凹部3では異なる振動が発生しており、単位面積当たりの凹部境界長さL2が0.4から0.8mmの範囲において、振動が発生したときに、凸部2での振動と凹部3での振動が互いに打ち消し合うことで、固有振動数の減少に至ったと推測される。
However, in the present embodiment, as described above, the natural frequency of the steel pipe 1 is smaller than that of the raw pipe when the recess boundary length L2 per unit area is in the range of 0.4 to 0.8 mm. I understood.
The reason is not clear. Different vibrations are generated in the convex portion 2 and the concave portion 3, and when the vibration is generated in the range where the concave portion boundary length L2 per unit area is 0.4 to 0.8 mm, the vibration in the convex portion 2 is It is presumed that the natural frequency has been reduced by canceling out the vibrations in the recess 3.

一般に、固有振動数が小さいと、振動伝達率が小さくなる傾向にある。固有振動数が小さくなる上記の範囲(0.4≦単位面積当たりの凹部境界長さL2≦0.8)で、鋼管1の表面に凸部2を形成すれば、素管よりも固有振動数を小さくなるので、振動伝達率も小さくなる。したがって0.4≦単位面積当たりの凹部境界長さL2≦0.8の凸部を形成することにより、振動が伝達しにくい制振性を有する鋼管1を製造することができる。   Generally, when the natural frequency is small, the vibration transmissibility tends to be small. If the convex portion 2 is formed on the surface of the steel pipe 1 in the above range where the natural frequency is small (0.4 ≦ the concave boundary length L2 ≦ 0.8 per unit area), the natural frequency is higher than that of the base tube. Therefore, the vibration transmissibility is also reduced. Therefore, the steel pipe 1 having a vibration damping property in which vibration is difficult to be transmitted can be manufactured by forming the convex portion having the concave portion boundary length L2 ≦ 0.8 per unit area.

(3)単位面積当たりの凹部境界長さL2が0.65mm(図9において丸印で示すグラフ)の場合に顕著に表れているように、板厚比t1/t2が0.5〜0.8の範囲で、固有振動数は減少している。さらに板厚比t1/t2が0.60〜0.75の範囲で特に減少している。
したがって、0.4≦単位面積当たりの凹部境界長さL2≦0.8で、且つ0.5≦板厚比t1/t2≦0.8の範囲になる鋼管1を製造すれば、固有振動数の低減及び振動伝達率の低減効果をより高くすることができる。
(3) As clearly shown when the recess boundary length L2 per unit area is 0.65 mm (graph indicated by a circle in FIG. 9), the plate thickness ratio t1 / t2 is 0.5-0. In the range of 8, the natural frequency decreases. Further, the thickness ratio t1 / t2 is particularly reduced in the range of 0.60 to 0.75.
Therefore, if the steel pipe 1 is manufactured in the range of 0.4 ≦ recess boundary length L2 ≦ 0.8 per unit area and 0.5 ≦ plate thickness ratio t1 / t2 ≦ 0.8, the natural frequency And the effect of reducing the vibration transmissibility can be further increased.

(4)なお、t1/t2が0.58の例によると、材質が異なっても同じ傾向を示すことから、本発明の特徴は材質によらないと考えられる。 (4) According to the example in which t1 / t2 is 0.58, the same tendency is shown even if the materials are different. Therefore, it is considered that the feature of the present invention does not depend on the materials.

L2 凸部境界長さ
1 鋼管
2 凸部
2a 境界
3 凹部
5 溝
10 コイル
11 鋼帯
12 圧延ロール
13 曲げ部
14 造管部
15 ロール
16 造管ロール
17 造管ロール
21 払い出しリール
22 段圧延機
23 巻き取りリール
24 造管機
25 払い出しリール
31 三脚
32 ワイヤー
33 振動センサー
34a 位置
35A 振動アンプ
35B 振動アンプ
36 インパルスハンマー
36 周波数分析器
60 コイル
61 鋼帯
L2 Convex part boundary length 1 Steel pipe 2 Convex part 2a Boundary 3 Concave part 5 Groove 10 Coil 11 Steel strip 12 Rolling roll 13 Bending part 14 Pipe making part 15 Roll 16 Pipe making roll 17 Pipe making roll 21 Dispensing reel 22 Step rolling machine 23 Take-up reel 24 Pipe making machine 25 Dispensing reel 31 Tripod 32 Wire 33 Vibration sensor 34a Position 35A Vibration amplifier 35B Vibration amplifier 36 Impulse hammer 36 Frequency analyzer 60 Coil 61 Steel strip

Claims (4)

外周面に複数の凹部が分布し、
単位面積当たりの前記凹部の境界長さが0.4mm〜0.85mmである、
制振性を有する鋼管。
A plurality of recesses are distributed on the outer peripheral surface,
The boundary length of the recess per unit area is 0.4 mm to 0.85 mm.
Steel pipe with damping properties.
前記鋼管の、前記凹部における厚さt1の、前記凹部以外における厚さt2に対する割合t1/t2が、0.5〜0.8である、
請求項1に記載の制振性を有する鋼管。
The ratio t1 / t2 of the thickness t1 of the steel pipe to the thickness t2 other than the concave portion is 0.5 to 0.8.
A steel pipe having vibration damping properties according to claim 1.
鋼管の外周面に複数の凹部を形成することにより前記鋼管の固有振動数を変更する、
鋼管の固有振動数の変更方法。
Changing the natural frequency of the steel pipe by forming a plurality of recesses on the outer peripheral surface of the steel pipe;
How to change the natural frequency of a steel pipe.
前記凹部の境界長さが単位面積当たり0.4〜0.85mmである、
請求項3に記載の鋼管の固有振動数の変更方法。
The boundary length of the recess is 0.4 to 0.85 mm per unit area.
The method for changing the natural frequency of a steel pipe according to claim 3.
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CN110778809A (en) * 2019-11-20 2020-02-11 衡阳市业通塑胶有限公司 PVC water pipe
CN112771276A (en) * 2018-09-27 2021-05-07 北川工业株式会社 Fixing piece

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CN110778809A (en) * 2019-11-20 2020-02-11 衡阳市业通塑胶有限公司 PVC water pipe

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