JPS6336938B2 - - Google Patents

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Publication number
JPS6336938B2
JPS6336938B2 JP25614685A JP25614685A JPS6336938B2 JP S6336938 B2 JPS6336938 B2 JP S6336938B2 JP 25614685 A JP25614685 A JP 25614685A JP 25614685 A JP25614685 A JP 25614685A JP S6336938 B2 JPS6336938 B2 JP S6336938B2
Authority
JP
Japan
Prior art keywords
damping
steel
gap
steel material
opposing
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.)
Expired
Application number
JP25614685A
Other languages
Japanese (ja)
Other versions
JPS62113543A (en
Inventor
Yoshihiro Nakagawa
Yoshito Seto
Takashi Hashimoto
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)

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金属材料
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。その一例として薄鋼板類に於ては、0.3
〜3.5mmの2枚の鋼板の間に厚さ0.03〜0.5mmの合
成樹脂材をサンドイツ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) Metal materials used for machine parts, building parts, etc. are selected mainly based on mechanical strength as the most important performance. 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, in thin steel sheets, 0.3
A composite steel plate in which a synthetic resin material with a thickness of 0.03 to 0.5 mm is sandwiched between two steel plates with a thickness of ~3.5 mm has been developed, and is used in automobile oil pans, etc.
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。本考案ではピツチp
=10〜20mm、凸部4の高さb=2〜10mm、地厚a
=1.6〜10mm、全体の厚さc=3.6〜20mm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, Pituchi p
= 10 to 20 mm, height of convex portion 4 b = 2 to 10 mm, ground thickness a
= 1.6 to 10 mm, and the total thickness c = 3.6 to 20 mm is used.

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
充填させてある。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 (1
pair), the convex parts 4 of the two steel sheets are in the same position,
In addition, the convex portions 4 and 4 are in direct contact with each other,
A damping material 7 is filled in a gap 6 formed between each of the recesses 5, 5. 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、フエノール系、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
よつ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
ジエンゴム(SBR)、弾性が要求されない場合は
ニトリルゴム(NBR)、ふつ素ゴム(FKM)等
を用いるが、いずれも鋼材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 damping material 7 is:
Viscoelastic resin, epoxy, phenol, polyethylene, etc. are preferably used, and those with high adhesive strength to the two steel materials 1 are preferred, and rubber materials require elasticity and relatively rigidity. Select the material to be used depending on the case. For example, when elasticity is required, natural rubber (NR) and styrene-butadiene rubber (SBR) are used, and when elasticity is not required, nitrile rubber (NBR) and fluorine rubber (FKM) are used. Something that improves adhesive strength is needed.

そして前記有機材料の充填方法は、2枚の鋼材
1,1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 1 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. It is also possible to place the concavo-convex portion of No. 1 and press-bond it. Next, two pieces of steel facing each other 1,1
The side surfaces and contact surfaces 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「パーマフオイル、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。
The graphite-based material of the damping material 7 is a flexible graphite sheet (thickness 0.2 to 1.5 mm, high purity graphite plate with ash content of 0.5% or less: trade name "Permaf Oil, manufactured by Toyo Tanso Co., Ltd.") or powder. A material made by compression molding graphite with two sheets of steel and firing it is used. 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。又一方の鋼材1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。
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. 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への接着許度の大きいものが良い。このさ
い粗粒のジヤ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 large adhesion tolerance to the two steel materials 1, 1. At this time, it is not preferable to use coarse-grained jiyari or the like.

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 the protrusions 4, 4 of the two steel materials 1, 1 are in the same position, but there is also a gap between the protrusions 4, 4 of each steel material 1, 1. This gap is also 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の凹部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に制振材
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 convex portion 4 of one steel material 1 and the concave portion 5 of the other steel material 1 match,
That is, the top of the convex portion 4 and the bottom of the concave portion 5 are in direct contact with each other, and the gap 6 formed by the convex portion 4 and the concave portion 5 is filled with damping 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1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つて選択する。
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
填されてあるので、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 sheets are filled with damping material 7, so t=2c+d and t=a+c
+d, which makes it thicker but has a greater vibration damping effect.

いずれの場合でも、厚さt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 t, and has a large vibration effect. Furthermore, the moment of inertia of the steel material in the direction of the longitudinal stripes is 1.2 to 2 times that of steel material of the same thickness, making it a composite material that is extremely resistant to deflection.

なお、第3図、第5図のdの厚さは用途により
0.05〜10mm程度に選択する。
The thickness of d in Figures 3 and 5 may vary depending on the application.
Select around 0.05~10mm.

以下、更に本発明の具体例を説明する。 Hereinafter, further specific examples of the present invention will be explained.

具体例 1 地圧:a=4.5mm 凸部の高さ:b=2.0mmの縦縞鋼材を用い、 ピツチ:p=10mm 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、モルタルを充
填した、このさいd=0.3mmとした。この本発明
鋼材の厚さは13.3mmとなつた。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つた。
Specific example 1 Earth pressure: a = 4.5 mm Convex height: b = 2.0 mm Vertical striped steel material, Pitch: p = 10 mm As shown in Figure 3, the gaps are filled with epoxy resin and flexible graphite. The sheet was filled with mortar, and d = 0.3 mm. 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η) 普通鋼材 1×10-3 本発明鋼材 1.5〜5×10-1 0.8〜1.2×10-1 0.5〜2.0×10-1 具体例 2 地厚:a=1.6mm 凸部の高さ:b=2.0mmの縦縞鋼材を用い、 ピツチ:p=20mm 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、モルタルを充
填した。この本発明鋼材の厚さは5.2mmとなり、
同じ厚さの鋼材より制振効果が大きかつた。
(Loss coefficient η) Ordinary steel 1×10 -3 Invention steel 1.5 to 5× 10 -1 0.8 to 1.2×10 -1 0.5 to 2.0×10 -1 Specific example 2 Ground thickness: a=1.6 mm Height of convex part Vertical striped steel materials with a width of 2.0 mm and a pitch of 20 mm were used, and the gaps were filled with nitrile rubber, flexible graphite sheets, and mortar, facing each other as shown in Figure 4. The thickness of this invention steel material is 5.2 mm,
The damping effect was greater than that of steel of the same thickness.

(損失係数η) 普通鋼材 1×10-3 本発明鋼材 1〜3×10-1 0.5〜1.5×10-1 0.1〜1.0×10-1 (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。
(Loss coefficient η) Ordinary steel 1×10 -3 Steel of the present invention 1 to 3×10 -1 0.5 to 1.5×10 -1 0.1 to 1.0×10 -1 (Effect of the invention) The damping steel according to the present invention has the following properties: It has the characteristics of high strength, resistance to deflection, heat insulation, light weight, and large vibration damping effect, such as structural members that require vibration prevention, transportation equipment parts such as motor vehicles, power room floors, bridge members, etc. In addition to being used for materials that require the same strength as conventional thick plates and medium plates, they can also be used as members that require weight reduction.

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

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。 1……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 embodiments of the present invention, and FIG. 1 is a longitudinal end view of the longitudinal striped steel material, which is the main component of the present invention, and FIGS.
3 shows cross-sectional views of examples, respectively. 1... Vertical striped steel material, 2... One side, 3... Other side, 4
... Convex portion, 5... Concave portion, 6... Gap, 7... Damping material.

Claims (1)

【特許請求の範囲】 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。 2 向い合つ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。 3 向い合つ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。 4 向い合つ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。 5 向い合つ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。 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。
[Claims] 1. A pair of vertically striped steel materials having one side flat and the other side having unevenness parallel to the vertical direction are arranged with the unevenness facing each other, and the gap between them is filled with a damping material. A vibration-damping steel material that is characterized by: 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 opposing shape. 3. The vibration-damping steel material according to claim 1, wherein the opposing convex portions of the opposing longitudinal striped steel materials are arranged opposite to each other with a gap interposed therebetween. 4. The damping steel material 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 materials are in contact with each other, and a gap is provided between the uneven portions. . 5. The 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 interposed therebetween without contacting each other. 6. Claims 1 to 5, characterized in that the damping material filled in the gap is an organic material such as a synthetic resin or rubber, a graphite-based material such as a flexible graphite sheet, or mortar. The damping steel material described in one selected from.
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 JPS62113543A (en) 1987-05-25
JPS6336938B2 true 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)

Families Citing this family (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
JPS62113543A (en) 1987-05-25

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