JPS62113543A - Vibration-damping steel material - Google Patents

Vibration-damping steel material

Info

Publication number
JPS62113543A
JPS62113543A JP25614685A JP25614685A JPS62113543A JP S62113543 A JPS62113543 A JP S62113543A JP 25614685 A JP25614685 A JP 25614685A JP 25614685 A JP25614685 A JP 25614685A JP S62113543 A JPS62113543 A JP S62113543A
Authority
JP
Japan
Prior art keywords
steel
steel material
damping
gap
vibration
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP25614685A
Other languages
Japanese (ja)
Other versions
JPS6336938B2 (en
Inventor
中川 義弘
瀬戸 良登
隆 橋本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP25614685A priority Critical patent/JPS62113543A/en
Publication of JPS62113543A publication Critical patent/JPS62113543A/en
Publication of JPS6336938B2 publication Critical patent/JPS6336938B2/ja
Granted legal-status Critical Current

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  • Vibration Prevention Devices (AREA)
  • Laminated Bodies (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は制振鋼材に関する。[Detailed description of the invention] (Industrial application field) The present invention relates to vibration damping steel materials.

(従来の技術) 機械部材、建築部材等に用いられる全屈材料は、主とし
て機械的強度が最重点の性能として材料選定される。し
かし最近は振動や騒音に対する関心が高まり、振動性能
の優れた鋼材が要求されてきた。その−例として薄鋼板
類に於ては、0.3〜3゜51の2枚の鋼板の間に厚さ
0.03〜Q、5amの合成樹脂材をサンドイッチ状に
挟み込んだ複合鋼板が開発され、自動車のオイルパン等
に用いられ、その制振機能が評価されている。
(Prior Art) Fully flexural materials used for machine parts, building parts, etc. are selected primarily for performance with mechanical strength as the most important consideration. However, recently there has been increased interest in vibration and noise, and there has been a demand for steel materials with excellent vibration performance. As an example of thin steel plates, a composite steel plate has been developed in which a synthetic resin material with a thickness of 0.03 to 5 am is sandwiched between two steel plates of 0.3 to 3°51. It is used in automobile oil pans, etc., and its vibration damping function is highly evaluated.

(発明が解決しようとする問題点) 一方、中板、厚板等の鋼材、角材、型材、加工材等の鋳
鉄材は強度と剛性が主として要求されるが制振効果の大
きいものはない。ところで一般に前記鋳鉄材は制振効果
が比較的大きい材料として知られているが、強度が小さ
く、又板材として用いられないという問題がある。
(Problems to be Solved by the Invention) On the other hand, steel materials such as medium plates and thick plates, and cast iron materials such as square materials, mold materials, processed materials, etc., are mainly required to have strength and rigidity, but none have a large vibration damping effect. By the way, the cast iron material is generally known as a material that has a relatively large vibration damping effect, but it has a problem that it has low strength and cannot be used as a plate material.

そこで、本発明は、強度が大きく、たわみに対して強く
(断面二次モーメントが大きい)、軽量と制振効果の大
きい鋼材を提供しようとすることを目的とする。
Therefore, an object of the present invention is to provide a steel material that has high strength, is strong against deflection (large moment of inertia of area), is lightweight, and has a large vibration damping effect.

(問題点を解決するための手段) 本発明は前記目的を達成するための手段として一面が平
坦であり、他面が縦方向に平行な凹凸部を有する縦縞鋼
材の一対を、前記凹凸部を向い合せて配置し、その間隙
に制振材を充填した構成を採用した。
(Means for Solving the Problems) As a means for achieving the above-mentioned object, the present invention provides a pair of vertically striped steel materials having one side flat and the other side having uneven portions parallel to the longitudinal direction. We adopted a configuration in which they are placed facing each other and the gap between them is filled with damping material.

(実施例) 以下、本発明の実施例を第1図〜第5図により説明する
(Example) Examples of the present invention will be described below with reference to FIGS. 1 to 5.

第1図は本発明に使用する縦縞鋼材1の長手方向から見
た端面図で、同鋼材1はその一面2は平坦であり、他面
3が縦方向に平行な凸部4と凹部5からなる凹凸部を有
する。本考案ではピッチp”10〜20m5、凸部4の
高さb = 2〜10mm、地厚a=1.6〜10謙膳
、全体の厚さc=3.6〜20龍のものが使用される。
FIG. 1 is an end view of a longitudinally striped steel material 1 used in the present invention, viewed from the longitudinal direction. It has uneven parts. In this invention, pitch p"10~20m5, height b of convex part 4 = 2~10mm, ground thickness a = 1.6~10mm, total thickness c = 3.6~20mm are used. be done.

第2図は本発明に係る制振鋼材の第1実施例を示す横断
面図であり、前記縦縞鋼材1の2枚(1対)を、2枚の
鋼材の凸部4が同じ位置になり、かつ凸部4,4同志が
直接接触したものを示し、各凹部5,5間で形成された
間隙6に制振材7を充填させである。この制振材7とし
ては合成樹脂、ゴム等の有機材料、可撓性黒鉛等の黒鉛
系材料、モルタル等を例示できる。
FIG. 2 is a cross-sectional view showing the first embodiment of the damping steel material according to the present invention, in which two pieces (one pair) of the vertically striped steel pieces 1 are arranged so that the convex portions 4 of the two pieces of steel pieces are at the same position. , and the convex portions 4, 4 are in direct contact with each other, and the gap 6 formed between the respective concave portions 5, 5 is filled with a damping material 7. Examples of the damping material 7 include synthetic resins, organic materials such as rubber, graphite materials such as flexible graphite, mortar, and the like.

前記制振材7の有機材料としての合成樹脂は、粘弾性樹
脂系、エポキシ系、フェノール系、ポリエチレン系等を
用い、2枚の鋼材1への接着強度の大きいものが好適で
あり、又ゴム材は弾性が要求される場合と比較的剛性が
要求される場合とによって使用する材料を選択する。例
えば弾性が要求される場合は天然ゴム(NR) 、スチ
レンブタジェンゴム(SBR)、弾性が要求されない場
合はニトリルゴム(NBR)、ふっ素ゴム(F KM)
等を用いるが、いずれも綱材1との接着強度を向上させ
るものが必要である。
The synthetic resin as the organic material of the vibration damping material 7 is preferably a viscoelastic resin, epoxy, phenol, polyethylene, etc., and is preferably one that has a high adhesive strength to the two steel materials 1. The material to be used is selected depending on whether elasticity is required or relatively rigidity is required. For example, when elasticity is required, natural rubber (NR), styrene butadiene rubber (SBR), and when elasticity is not required, nitrile rubber (NBR), fluoro rubber (F KM)
etc., but all of them must be able to improve the adhesive strength with the rope material 1.

そして前記有機材料の充填方法は、2枚の鋼材LLの間
隙6に高圧で充填するか、一方の鋼材1の凹凸部に有機
材料を塗布又は付着させておき、その上に他方の鋼材1
の凹凸部をのせて圧着させても良い。次に向い合せた2
枚の鋼材1.1の側面及び接触面は点溶接又は線溶接し
て一体化しても良い。
The method for filling the organic material is to fill the gap 6 between the two steel materials LL under high pressure, or apply or adhere the organic material to the uneven portions of one steel material 1, and then apply the organic material to the uneven portions of the other steel material LL.
It is also possible to place the uneven parts and press-bond them. Next, the two faced each other
The side surfaces and contact surfaces of the sheets of steel 1.1 may be integrated by spot welding or line welding.

前記制振材7の黒鉛系材料としては、可撓性黒鉛シート
(厚み0.2〜1.5mm、灰分0.5%以下の高純度
黒鉛板:商品名「パーマフォイル、東洋炭素株式会社製
」)又は粉状黒鉛を2枚の鋼材で圧縮成型し焼成したも
の等を用いる。又コールタール等を直接2枚の鋼材の間
に充填しても良い。可撓性黒鉛シート又は焼成黒鉛を充
填したものは、前述の有機材料を充填したものに比較し
て高温度域でその使用に耐えしかも経済的である。
As the graphite-based material of the vibration damping material 7, flexible graphite sheet (thickness 0.2 to 1.5 mm, high purity graphite plate with ash content of 0.5% or less: product name "Permafoil" manufactured by Toyo Tanso Co., Ltd. ) or powdered graphite compression-molded between two steel sheets and fired. Alternatively, coal tar or the like may be directly filled between the two steel sheets. A flexible graphite sheet or one filled with calcined graphite can withstand use in a high temperature range and is more economical than the one filled with the above-mentioned organic material.

そして、前記充填方法は、2枚の鋼材1,1の間隙6に
可撓性黒鉛シートを挟み、接着剤で接着させても良い。
In the filling method described above, a flexible graphite sheet may be sandwiched between the gap 6 between the two steel materials 1, 1 and bonded with an adhesive.

又一方の鋼材lの凹凸部に黒鉛系材料を塗布又は付着さ
せて、その上に他方の鋼材1の凹凸部をのせて圧着させ
、その後焼成しても良い。
Alternatively, a graphite-based material may be applied or adhered to the uneven portions of one steel material 1, and the uneven portions of the other steel material 1 may be placed thereon and pressed together, and then fired.

更に前記制振材7のモルタルとしては、セメントと細粒
の砂を混合したものであり、2枚の鋼材1.1への接着
強度の大きいものが良い。このさい粗粒のシャリ等を用
いることは好ましくない。
Furthermore, the mortar for the vibration damping material 7 is preferably a mixture of cement and fine grained sand, which has a high adhesive strength to the two steel materials 1.1. At this time, it is not preferable to use coarse-grained rice.

モルタルを充填したものは、前述の有機材料を充填した
ものに比較して安価であり、又比較的高温度条件下で使
用に耐える。
Those filled with mortar are cheaper than those filled with the above-mentioned organic materials, and can withstand use under relatively high temperature conditions.

第3図は本発明の第2実施例を示し、2枚の鋼材1.1
の凸部4.4が同じ位置にあるが、各鋼材1゜1の凸部
4,4間にも間隙があり、この間隙にも制振材7が充填
されたものを示す。
FIG. 3 shows a second embodiment of the present invention, in which two steel materials 1.1
The convex portions 4.4 of each steel material 1°1 are located at the same position, but there is also a gap between the convex portions 4, 4 of each steel material 1°1, and this gap is also shown to be filled with damping material 7.

第4図は本発明の第3実施例を示し、一方の鋼材1の凸
部4と他方の鋼材1の四部5が合致し、即ち凸部4の頂
部と、凹部5の底部が直接接触し、凸部4と凹部5で形
成された間隙6に制御膜材7が充填されたものを示す。
FIG. 4 shows a third embodiment of the present invention, in which the protrusion 4 of one steel material 1 and the four parts 5 of the other steel material 1 match, that is, the top of the protrusion 4 and the bottom of the recess 5 are in direct contact. , a gap 6 formed by a convex portion 4 and a concave portion 5 is filled with a control film material 7.

第5図は本発明の第4実施例を示し、その外観斜視図で
ある。これは一方の鋼材lの凸部4と他方の鋼材1の凹
部5が対応しているが、すべての部分で互いに接触する
ことなく間隙が形成されたもので、この間隙内に制振材
7が充填されたものを示す。
FIG. 5 shows a fourth embodiment of the present invention, and is an external perspective view thereof. This is because the convex part 4 of one steel material 1 corresponds to the concave part 5 of the other steel material 1, but a gap is formed without contacting each other in all parts, and a damping material 7 is formed in this gap. Indicates one filled with

なお、第1図、第2図は凸部4高さbが小さい例を、ま
た第3〜5図はbの大きい例として図示したものであり
、又凹凸の形状は、制振材7の充填量を減らすため、第
4図、第5図のように適当に変更してもよいし、地厚の
厚さaと凸部4の高さbの比は使用用途によって選択す
る。
Note that FIGS. 1 and 2 illustrate examples in which the height b of the convex portion 4 is small, and FIGS. 3 to 5 illustrate examples in which the height b is large. In order to reduce the filling amount, it may be changed appropriately as shown in FIGS. 4 and 5, and the ratio of the ground thickness a to the height b of the convex portion 4 may be selected depending on the intended use.

上記各実施例中、第2図と第4図は2枚の鋼材が直接接
触しており、上下からの圧縮強度に強いものであるが制
振効果は劣る。しかして2枚の鋼材を合わせた厚さt=
2cは薄くなる。第3図と第5図は2枚の鋼材のすべて
の間隙に制振材7が充填されであるので、t=2c+d
、及びt=a+c+dとなり、厚くなるが制振効果は大
きい。
Among the above-mentioned embodiments, in FIGS. 2 and 4, two steel sheets are in direct contact with each other, and although they are strong in compressive strength from above and below, their vibration damping effect is poor. Therefore, the combined thickness of the two steel sheets t=
2c becomes thinner. In Figures 3 and 5, all the gaps between the two steel plates are filled with damping material 7, so t=2c+d
, and t=a+c+d, which means that although it is thicker, the damping effect is large.

いずれの場合でも、厚さLが同じ一般の鋼材に比較して
軽量であり、振動効果が大きい。しかも鋼材の縦縞の方
向における断面二次モーメントが同じ厚さの鋼材よりも
1.2〜2倍あるため、たわみに対しては非常に強い複
合材料となる。
In either case, it is lighter than a general steel material with the same thickness L and has a large vibration effect. Moreover, since the moment of inertia of the steel material in the direction of the vertical stripes is 1.2 to 2 times that of steel material of the same thickness, it becomes a composite material that is extremely strong against deflection.

なお、第3図、第5図のdの厚さは用途により0.05
〜lQmm程度に選択する。
Note that the thickness of d in Figures 3 and 5 is 0.05 depending on the application.
-1Qmm is selected.

以下、更に本発明の詳細な説明する。The present invention will be further explained in detail below.

(具体例1) 地圧: a =4.5龍 凸部の高さ:b=2.0■−の縦縞鋼材を用い、ピッチ
:p=io鶴 第3図に示すように向き合わせて間隙に■エポキシ樹脂
、■可撓性黒鉛シート、0モルタルを充填した、このさ
いd = 0.3m  とした。この本発明鋼材の厚さ
は13.3mmとなった。同じ厚さの鋼材と本発明鋼材
の制振効果を比較したところ、本発明鋼材は非常に効果
が大きかった。
(Specific example 1) Earth pressure: a = 4.5 Height of the dragon convex part: b = 2.0 - Vertical striped steel materials are used, pitch: p = io. It was filled with (1) epoxy resin, (2) flexible graphite sheet, and 0 mortar, and in this case, d = 0.3 m. The thickness of this invention steel material was 13.3 mm. When the damping effect of the steel material of the present invention was compared with that of a steel material of the same thickness, the effect of the steel material of the present invention was extremely large.

(損失係数y) 普通鋼材   I Xl0−3 本発明鋼材 ■    1.5〜5 xto−+ ■    0.8〜1.2 Xl0−1■    0.
5〜2.OXl0−1 (具体例2) 地厚: a =1.61 凸部高さ: b =2.Ox*  の縦縞鋼材を用い、
ピッヂ:p=20龍 第4図に示すように向き合わせて間隙に■ニトリルゴム
、■可撓性黒鉛シート、5■モルタルを充填した。この
本発明鋼材の厚さは5,211となり、同じ厚さの鋼材
より制振効果が大きかった。
(Loss coefficient y) Ordinary steel I Xl0-3 Invention steel ■ 1.5 to 5 xto-+ ■ 0.8 to 1.2 Xl0-1 ■ 0.
5-2. OXl0-1 (Specific Example 2) Ground thickness: a = 1.61 Convex height: b = 2. Using Ox* vertical striped steel material,
Pidge: p = 20 dragons were placed facing each other as shown in Figure 4, and the gap was filled with (1) nitrile rubber, (2) flexible graphite sheet, and (5) mortar. The thickness of this steel material of the present invention was 5,211 mm, and the damping effect was greater than that of a steel material of the same thickness.

(ti失係数y) 普通鋼材   I Xl0−3 本発明鋼材 ■      1〜3  XIO” ■      0.5〜1.5  Xl0−1■   
   0.1〜1.OXl0−1(発明の効果) 本発明に係る制振鋼材は、強度が大きく、たわみに対し
て強く、断熱効果もあり軽量で制振効果が大きいという
特徴を有し、振動防止の必要な構造部材、動力車等の輸
送機器部材、動力室床、橋梁部材等に用いられる他、従
来の厚板、中板と同等の強度が必要で軽量化の要求され
る部材として用いることが出来る。
(ti lapse coefficient y) Ordinary steel I Xl0-3 Invention steel ■ 1~3 XIO" ■ 0.5~1.5 Xl0-1■
0.1-1. OXl0-1 (Effects of the Invention) The vibration damping steel material according to the present invention has the characteristics of high strength, strong resistance to deflection, heat insulation effect, light weight, and large vibration damping effect, and is suitable for structures that require vibration prevention. In addition to being used for parts, transport equipment parts such as motor vehicles, power room floors, bridge parts, etc., it can also be used as parts that require the same strength as conventional thick plates and intermediate plates and are required to be lightweight.

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

図面は本発明の実施例を示したもので、第1図は本発明
の主要部材である縦縞鋼材の長手方向端面図、第2図〜
第5図は本発明鋼材の第1〜第4実施例の横断面図を夫
々示す。 l・・・縦縞鋼材、2・・・一面、3・・・他面、4・
・・凸部、5・・・凹部、6・・・間隙、7・・・制振
材。
The drawings show an embodiment of the present invention, and FIG. 1 is a longitudinal end view of the longitudinal striped steel material that is the main component of the present invention, and FIGS.
FIG. 5 shows cross-sectional views of the first to fourth embodiments of the steel material of the present invention. l... Vertical striped steel material, 2... One side, 3... Other side, 4...
... Convex portion, 5... Concave portion, 6... Gap, 7... Damping material.

Claims (6)

【特許請求の範囲】[Claims] (1)一面が平坦であり、他面が縦方向に平行な凹凸部
を有する縦縞鋼材の1対を、前記凹凸部を向い合せて配
置し、その間隙に制振材を充填したことを特徴とする制
振鋼材。
(1) A pair of vertically striped steel materials, one side of which is flat and the other side of which has unevenness parallel to the vertical direction, are arranged with the unevenness facing each other, and the gap between them is filled with damping material. Vibration damping steel material.
(2)向い合った縦縞鋼材の相対する凸部が対接状とさ
れたことを特徴とする特許請求の範囲第1項記載の制振
鋼材。
(2) The vibration-damping steel material according to claim 1, wherein the opposing convex portions of the opposing longitudinal striped steel materials are in an abutting shape.
(3)向い合った縦縞鋼材の相対する凸部が間隙を介し
て対設されたことを特徴とする特許請求の範囲第1項記
載の制振鋼材。
(3) The vibration-damping steel material according to claim 1, wherein the opposing convex portions of the opposing longitudinal striped steel materials are disposed opposite to each other with a gap interposed therebetween.
(4)向い合った縦縞鋼材の相対する凸部の頂部と凹部
の底部が対接状とされ、且つ凹凸部間に間隙を設けたこ
とを特徴とする特許請求の範囲第1項記載の制振鋼材。
(4) The control according to claim 1, characterized in that the tops of the opposing convex portions and the bottoms of the concave portions of the opposing longitudinal striped steel members are in contact with each other, and a gap is provided between the convex and concave portions. Shaking steel material.
(5)向い合った縦縞鋼材の相対する凸部と凹部が接触
することなく間隙を介して対設されたことを特徴とする
特許請求の範囲第1項記載の制振鋼材。
(5) The vibration-damping steel material according to claim 1, wherein the opposing convex portions and concave portions of the opposing longitudinal striped steel materials are disposed opposite to each other with a gap between them without contacting each other.
(6)間隙に充填される制振材は、合成樹脂、ゴム等の
有機材料、可撓性黒鉛シート等の黒鉛系材料若しくはモ
ルタルであることを特徴とする特許請求の範囲第1項〜
第5項から選ばれた1つに記載の制振鋼材。
(6) The damping material filled in the gap is a synthetic resin, an organic material such as rubber, a graphite-based material such as a flexible graphite sheet, or mortar.
The damping steel material according to one selected from item 5.
JP25614685A 1985-11-14 1985-11-14 Vibration-damping steel material Granted JPS62113543A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25614685A JPS62113543A (en) 1985-11-14 1985-11-14 Vibration-damping steel material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25614685A JPS62113543A (en) 1985-11-14 1985-11-14 Vibration-damping steel material

Publications (2)

Publication Number Publication Date
JPS62113543A true JPS62113543A (en) 1987-05-25
JPS6336938B2 JPS6336938B2 (en) 1988-07-22

Family

ID=17288540

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25614685A Granted JPS62113543A (en) 1985-11-14 1985-11-14 Vibration-damping steel material

Country Status (1)

Country Link
JP (1) JPS62113543A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS645831A (en) * 1987-06-29 1989-01-10 Aichi Steel Works Ltd Composite metal plate excellent in vibration-damping property and heat resistance

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS645831A (en) * 1987-06-29 1989-01-10 Aichi Steel Works Ltd Composite metal plate excellent in vibration-damping property and heat resistance

Also Published As

Publication number Publication date
JPS6336938B2 (en) 1988-07-22

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