JPS6338709A - Differential thickness vibration-damping composite steel plate screwed by tapping screw - Google Patents

Differential thickness vibration-damping composite steel plate screwed by tapping screw

Info

Publication number
JPS6338709A
JPS6338709A JP18199286A JP18199286A JPS6338709A JP S6338709 A JPS6338709 A JP S6338709A JP 18199286 A JP18199286 A JP 18199286A JP 18199286 A JP18199286 A JP 18199286A JP S6338709 A JPS6338709 A JP S6338709A
Authority
JP
Japan
Prior art keywords
steel plate
vibration
damping composite
composite steel
tapping screw
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.)
Pending
Application number
JP18199286A
Other languages
Japanese (ja)
Inventor
早川 教夫
樺沢 真事
由田 征史
大桑 祐治
石垣 茂弥
須藤 嘉和
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.)
JFE Engineering Corp
Sanyo Electric Co Ltd
Original Assignee
Sanyo Electric Co Ltd
NKK Corp
Nippon Kokan Ltd
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 Sanyo Electric Co Ltd, NKK Corp, Nippon Kokan Ltd filed Critical Sanyo Electric Co Ltd
Priority to JP18199286A priority Critical patent/JPS6338709A/en
Publication of JPS6338709A publication Critical patent/JPS6338709A/en
Pending legal-status Critical Current

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  • Connection Of Plates (AREA)
  • Vibration Prevention Devices (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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分計〕 本発明はタッピングねじにより対象物を螺着する制振複
合鋼板の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application] The present invention relates to an improvement in a vibration-damping composite steel plate that is screwed onto an object using a tapping screw.

〔従来の技術〕[Conventional technology]

近時騒音についての関心が高まり、騒音規制が厳しくな
ってくるにつれて、騒音防止のための技術の開発もさか
んに行われている。
In recent years, as interest in noise has increased and noise regulations have become stricter, technology for noise prevention has been actively developed.

制振複合鋼板もそうした騒音防止に有効な一素材として
開発されたもので、第5図はその斜視図である。図に示
すように、制振複合鋼板(1)は2枚の鋼板(1m) 
、 (Ib)の間に粘弾性物質(1c)を挟着した構成
となっている。通常、鋼板(la) 、 (lb)の厚
みは等厚で0.15〜6.0關、粘弾性物質(IC)の
厚みは0.03〜0.2鴎である。
A vibration-damping composite steel plate has also been developed as a material effective in preventing such noise, and FIG. 5 is a perspective view of it. As shown in the figure, the damping composite steel plate (1) consists of two steel plates (1m).
, (Ib), and a viscoelastic substance (1c) is sandwiched between them. Usually, the thickness of the steel plates (la) and (lb) is equal to 0.15 to 6.0 mm, and the thickness of the viscoelastic material (IC) is 0.03 to 0.2 mm.

上記制振複合鋼板(1)を騒音防止対策に利用する方法
としては、上記鋼板で騒音発生源の一部又は全部を形成
する方法、あるいは上記鋼板を騒音発生源を収容するケ
ーシングの材料に使用する方法などがある。
Methods of using the vibration-damping composite steel plate (1) for noise prevention measures include forming part or all of the noise source with the steel plate, or using the steel plate as a material for a casing that houses the noise source. There are ways to do this.

上記騒音発生源を内蔵する機器の1例としてルームエア
コンの室外ユニットがある。この種の室外ユニットのケ
ーシングは、通常単層鋼板で形成されているが、そのた
め騒音防止の点で問題があリ、その対策としてケーシン
グ内部に防振材料を装着する試みなどが行われている。
An example of a device incorporating the above-mentioned noise generation source is an outdoor unit of a room air conditioner. The casing of this type of outdoor unit is usually made of a single-layer steel plate, but this poses a problem in terms of noise prevention, and as a countermeasure, attempts are being made to install vibration-proofing material inside the casing. .

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところで上記防振材料を使用する方法は、該防振材料を
装着するスペースが限定されていて防振効果に問題があ
るだけでなく、高価な防振材料を使用するためコストの
増嵩を招くなどの難点がある。こうした面から防振材料
の装着に代えて、前記制振複合鋼板をケーシング材に使
用する案が考えられているが、この制振複合鋼板の使用
に当っては、次に述べるような致命的欠点のあることが
判明した。以下図によって詳細説明する。
By the way, the method of using the above-mentioned vibration-proofing material not only has a problem with the vibration-proofing effect because the space for installing the vibration-proofing material is limited, but also causes an increase in cost due to the use of expensive vibration-proofing material. There are other difficulties. From this point of view, a proposal is being considered to use the vibration-damping composite steel plate as the casing material instead of installing vibration-proofing material. It turned out to be flawed. A detailed explanation will be given below with reference to the drawings.

第6図は制振複合鋼板(1)で形成した上記室外ユニッ
トのケーシングに、部品(2)をタッピングねしく3)
を用いて螺着する際の、その螺着部の拡大断面図である
。従来ケーシング材として使用されていた単Ff鋼板の
厚さが0.8+naであるところから、前記第5図に示
すような制振複合鋼板の使用に当っても、その厚さをほ
ぼ0.8mにするため、表皮鋼板(la) 、 (lb
)の厚さが0.4mのものを使用した。その結果JIS
規格にょろM3のタッピングねしく3)を使用すると、
ねじ山(3a)が制振yt合tg板(1)の表皮鋼板(
1a)を貫通するか、貫通しないまでもねし山の頂点か
らみた表皮鋼板(1a)の残存厚み(11−h)がきわ
めて小さくなるため、ねじに与える締つけトルクが10
〜20kg−(至)程度と比較的に小さい場合でも、表
皮鋼板(1a)が破断してねじが効かなくなるという現
型を生じたのである。
Figure 6 shows how to tap the component (2) onto the casing of the outdoor unit made of vibration-damping composite steel plate (1).
It is an enlarged sectional view of the screwing part when screwing using. Since the thickness of the single Ff steel plate conventionally used as a casing material is 0.8+na, when using the damping composite steel plate as shown in Fig. 5, the thickness is approximately 0.8 m. In order to make the surface steel plate (la), (lb
) with a thickness of 0.4 m was used. As a result, JIS
When using the standard Nyoro M3 tapping device 3),
The thread (3a) is a skin steel plate (
1a), or even if it does not penetrate, the remaining thickness (11-h) of the skin steel plate (1a) seen from the top of the thread is extremely small, so the tightening torque applied to the screw is 10
Even when the load was relatively small, such as ~20 kg, the skin steel plate (1a) broke and the screws became ineffective.

このためタッピングねしく3)の代わりに、小ねじとナ
ツトとを用いて部品(2)を螺着する方法や、溶接によ
って対象物を接合する方法も試みられたが、この方法は
部品螺着の作業能率の点で、タッピングねじ(3)を用
いる方法に比べ極めて不利であることが判った。かくて
タッピングねじの便用に耐える制振複合鋼板の早急な出
現が要望されるに到ったのである。
For this reason, instead of tapping 3), attempts have been made to use machine screws and nuts to screw the parts (2) together, or to join the objects by welding, but this method It has been found that this method is extremely disadvantageous in terms of work efficiency compared to the method using tapping screws (3). Therefore, there has been an urgent need for a vibration-damping composite steel plate that can withstand the use of self-tapping screws.

本発明は上記要望に応えてなされたもので、タッピング
ねじの使用を可能とする制振複合鋼板を提供しようとす
るものである。
The present invention was made in response to the above-mentioned demand, and aims to provide a vibration-damping composite steel plate that allows the use of tapping screws.

〔問題点を解決するための手段〕[Means for solving problems]

上記口約を達成するため、対象物とタッピングねじで接
合する、2枚の鋼板の間に粘弾性物質を挟着してなろ制
振複合鋼板において、 上記制振複合鋼板のタッピングねしのねじ込み側の表皮
鋼板の厚さをjlyその反対側の表皮鋼板の厚さをt2
.タッピングねじのねじ山の高さをhとしたとき、上記
jlp  tlが下記の式により規定されるように構成
した。
In order to achieve the above-mentioned promise, in the Naro vibration-damping composite steel plate, a viscoelastic substance is sandwiched between two steel plates that are joined to the object with tapping screws, and the tapping screws of the vibration-damping composite steel plate are screwed together. The thickness of the skin steel plate on the side is jly, and the thickness of the skin steel plate on the opposite side is t2
.. When the height of the thread of the tapping screw is h, the jlp tl is defined by the following formula.

1、≧h+0.1ms+ 1/4t 、< t 、< t 。1, ≧h+0.1ms+ 1/4t, <t, <t.

上記LIpt2.の値を限定するためには次に述へるよ
うな一連の実験を行った。先ず表皮鋼板(1a)の厚さ
11とねし山の高さhとの差t、−hをいろいろ変化さ
せ、そのときの破断トルクの値を求めた。第3図はその
結果を示す線図である。図中Aは表皮鋼板(]a)の降
伏強度が36 kg 17m ”、Bは同強度が18 
kg f/am ”の場合を示す。通常制振複合′n4
仮の表皮鋼板(la)としては、降伏強度18 kgf
/+m2(7)liN板が使用サレるカ、36 kg 
f/m ”の鋼板を使用することもある。そうした点も
踏まえ上記実験結果から、制振複合鋼板のタッピングね
じのねじ込み側の表皮鋼板(1a)の厚さく、は、タッ
ピングねじのねじ山の高さhより0.1M以上大きくす
れば、タッピングねじのねじ込みにより、制振複合鋼板
の表皮鋼板が破断を起こすことなく、ねじは充分に効く
ことが判明した。よってt、≧h+o、1mとしな。
Above LIpt2. In order to limit the value of , we conducted a series of experiments as described below. First, the difference t, -h between the thickness 11 of the skin steel plate (1a) and the height h of the threads was varied, and the value of the breaking torque at that time was determined. FIG. 3 is a diagram showing the results. In the figure, A indicates the yield strength of the skin steel plate (]a) is 36 kg 17 m'', and B indicates the same strength is 18
kg f/am''.Normal vibration damping composite 'n4
The temporary skin steel plate (LA) has a yield strength of 18 kgf.
/+m2(7)LiN plate usage weight: 36 kg
f/m'' steel plate is sometimes used. Taking this into consideration, and from the above experimental results, the thickness of the skin steel plate (1a) on the screwing side of the tapping screw of the vibration damping composite steel plate is the same as the thread of the tapping screw. It has been found that if the height is 0.1M or more larger than the height h, the surface steel plate of the vibration damping composite steel plate will not break when the tapping screw is screwed in, and the screw will be sufficiently effective.Therefore, t, ≧h+o, 1m. Na.

ついで、ねじのねじ込み側と反対側の表皮鋼板について
、その板厚t8を決定するための実験を行った。第4図
は損失係数9と2枚の鋼板の厚さの比1./11との関
係を示す線図で、この線図から1t/1.が−以下にな
ると損失係数が急速に低下する、即ち制振性能が低下す
ることが判る。よってt2の下限をItlとした。なお
、損失係数ワは制振性能を示すもので、加えられた振動
エネルギーの減衰度を表すものである。又同線図が示す
ように1./1.が1を超えても制振性能が低下するの
で、制振複合鋼板の軽量性と経済性とを考えてt2の上
限をtlとした。
Next, an experiment was conducted to determine the thickness t8 of the skin steel plate on the side opposite to the screwing side of the screw. Figure 4 shows a loss coefficient of 9 and a ratio of the thickness of two steel plates of 1. /11.From this diagram, 1t/1. It can be seen that when becomes less than -, the loss coefficient rapidly decreases, that is, the damping performance decreases. Therefore, the lower limit of t2 was set as Itl. Note that the loss coefficient wa indicates vibration damping performance and represents the degree of attenuation of applied vibration energy. Also, as the diagram shows, 1. /1. Even if the value exceeds 1, the damping performance deteriorates, so the upper limit of t2 was set to tl in consideration of the light weight and economic efficiency of the damping composite steel plate.

以上のデータを総合して、本発明に係る制振複金鋼板の
2枚の鋼板の板厚11及びt2を、前記の範囲に規定し
たのである。
By integrating the above data, the plate thicknesses 11 and t2 of the two steel plates of the damping double metal steel plate according to the present invention were defined within the above range.

〔作用〕[Effect]

タッピングねし等を使用する箇所に使用されろ制振複合
鋼板の、鋼板の厚さを上記のように規定したので、本発
明に係る制振複合鋼板は、タッピングねしの使用に充分
に耐えることになった。
Since the thickness of the vibration-damping composite steel plate used in locations where tapping screws, etc. are used is specified as above, the vibration-damping composite steel plate according to the present invention can sufficiently withstand the use of tapping screws. is what happened.

〔発明の実施例〕[Embodiments of the invention]

第1図は本発明の一実施例である制振複合鋼板の室外ユ
ニットへの使用例を示すもので、(&)は室外ユニット
の斜視図、(b)は部品である配線コード抑え板とクツ
ピングねじの斜視図、(C)は上記配線コード抑え板を
、ケーシングにタッピングねじて螺着する状態を説明す
るための断面図、第2図は該螺着部の拡大断面図である
Fig. 1 shows an example of the use of a damping composite steel plate, which is an embodiment of the present invention, in an outdoor unit. A perspective view of the coupling screw, (C) a cross-sectional view for explaining the state in which the wiring cord restraining plate is screwed into the casing by tapping screws, and FIG. 2 is an enlarged cross-sectional view of the screwing part.

図中(3)はタッピングねじ、(3a)はそのねじ山、
(4)はワッシャ、α〔は本発明による制振複合鋼板、
(10a) 、 (10b)はその表皮鋼板、(10e
)は粘弾性物質層、aυは室外ユニット、■はそのケー
シング、(12a)はケーシングに設けられた角孔、(
12b)は同クツピングねじ用孔、f131は配線コー
ド抑え板、(13alはクツピングねじ用孔、tI、L
2は制振複合鋼板の表皮鋼板の厚さ、hはタッピングね
じのねじ山の高さである。
In the figure, (3) is a tapping screw, (3a) is its thread,
(4) is a washer, α [is a damping composite steel plate according to the present invention,
(10a) and (10b) are the skin steel plates, (10e
) is the viscoelastic material layer, aυ is the outdoor unit, ■ is its casing, (12a) is the square hole provided in the casing, (
12b) is a hole for the same clipping screw, f131 is a wiring cord holding plate, (13al is a hole for a clipping screw, tI, L
2 is the thickness of the skin steel plate of the damping composite steel plate, and h is the height of the thread of the tapping screw.

図に示すように部品(配線コード抑丸板)03)の一端
をケーシングOzの角孔(12m)に挿嵌し、他端の孔
(13a)を介し、該部品αJを、タッピングねしく3
)を使用してケーシング(2)に螺着する。ケーシング
Ozを形成する制振複合鋼板Onのタッピングねじ(3
)のねしこみ側の表皮鋼板(10a)の板厚t、を、タ
ッピングねしのねし山(3a)の高さhより0.1u+
+++以上大きくしているので、クツピングねじ(3)
のねし山(3a)が粘弾性物質(10e)の層まで達す
ることがなく、従って表皮鋼板(10a)が破断されず
に、所定の締っけ1−ルク以上でねしく3)は充分に効
いているのである。さらにねじ込み側と反対側の鋼板(
llb)の板厚t2は賎t、より大きく、かっり、より
小さくとっであるので、制振性能が低下することはなく
、又制振鋼板の軽量性、経済性を失うこともない。
As shown in the figure, insert one end of the part (wiring cord holding round board) 03) into the square hole (12 m) of the casing Oz, and then tap the part αJ through the hole (13a) at the other end.
) to the casing (2). Tapping screw (3
), the thickness t of the skin steel plate (10a) on the threaded side of the thread is 0.1u+ from the height h of the threaded thread (3a) of the tapping thread.
Since it is larger than +++, the clipping screw (3)
The threaded crest (3a) does not reach the layer of the viscoelastic material (10e), and therefore the skin steel plate (10a) is not broken, and the tightening force (3) is sufficient at a predetermined tightening force of 1-lux or more. It is effective. Furthermore, the steel plate on the opposite side to the screwed side (
Since the plate thickness t2 of llb) is larger, thicker, and smaller than t, the damping performance does not deteriorate, and the lightness and economical efficiency of the vibration damping steel plate are not lost.

なお、上記実施例は、タッピングねじを利用して部品等
を制振複合鋼板に螺着する例について述べたものである
が、タッピングねじに限らず一般にナラ)・を使用せず
ねじ込みで螺着するねじを利用する場合、本発明に係る
制振複合鋼板を利用することができる。
Note that the above embodiment describes an example of screwing parts, etc. to a vibration-damping composite steel plate using tapping screws, but it is not limited to tapping screws, but in general, it is also possible to screw parts etc. by screwing without using screws. When a screw is used, the damping composite steel plate according to the present invention can be used.

又、上記実施例は本発明に係る制振複合鋼板をルームエ
アコンの室外ユニットのケーシングに利用した例である
が、上記制振複合鋼板は、室外ユニットに限らず広く一
般家庭用及び業務用の機器類に使用することができる。
Furthermore, although the above embodiment is an example in which the vibration-damping composite steel sheet according to the present invention is used in the casing of an outdoor unit of a room air conditioner, the vibration-damping composite steel sheet is applicable not only to outdoor units but also to a wide range of general household and commercial uses. Can be used for equipment.

〔発明の効果〕〔Effect of the invention〕

本発明はねし山の高さhのタッピングねじを用い、部品
等を螺着する制振複合鋼板において、タッピングねじの
ねじ込み側の鋼板の厚さLlp及びその反対側の鋼板の
厚さ1.を、 1、≧h+0.1m+a 属it<を鵞<1゜ と規定したので、次に述べるような侵れた効果をあげる
ことができた。
The present invention uses a tapping screw with a thread height h in a vibration-damping composite steel plate for screwing parts, etc., in which the thickness of the steel plate on the screwing side of the tapping screw is Llp and the thickness of the steel plate on the opposite side is 1. Since we defined 1, ≧ h + 0.1 m + a genus it < as goose < 1°, we were able to achieve the following effect.

■ タッピングねじ金利用する箇所にも、制振複合鋼板
を使用できろこととなったので、制振複合鋼板の用途が
拡大した。
■ Since vibration-damping composite steel plates can now be used in areas where tapping screws are used, the applications of vibration-damping composite steel plates have expanded.

■ ナツトの必要なねじを使用して対象物の装着を行っ
ていた部分にタッピングねじが使用できることとな吟、
生産性を大幅に向上せしめた。
■ Tapping screws can now be used in areas where objects were previously attached using screws that required nuts.
Productivity has been significantly improved.

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

第1図は本発明の一実施例であろ制振複合鋼板のルーム
エアコンの室外ユニットへの使用例を示すもので、(a
)は室外ユニットの斜視図、’b)は配線コード抑え板
とタッピングねじの斜視図、(e)は配線コード抑え板
をケーシングにタッピングねじて螺着する状態を説明す
るための断面図、第2図はタッピングねしによる部品螺
着部の拡大断面図、第3図は制振複合鋼板の表皮鋼板の
厚さt。 と夕・ソピングねじのねじ山の高さhとの差1.−りと
、表皮鋼板の破断トルクとの関係を示す線図、第4図は
損失係数と鋼板板厚比との関係を示す線図、第5図は従
来の制振複合鋼板の斜視図、第6図2よ従来の制振複合
鋼板への部品!l!!着部の拡大断面図である。 図中(3)はタッピングねじ、(3a)はそのねじ山、
0〔は制振複合鋼板、(”’) + (10b)はその
表皮鋼板、(10c)は粘弾性物質層、aυは室外ユニ
ット、(2)はそのケーシング、αjは配線コード抑え
板、t、。 t2は表面鋼板の板厚、hはタッピングねじのねじ山の
高さである。 代理人 弁理士 佐 藤 正 年 第1図 (G) (C) IZo      1′t!0 第2図 t−hmm 釧膨廣弊り雪。
Figure 1 shows an example of the use of a damping composite steel plate, which is an embodiment of the present invention, in an outdoor unit of a room air conditioner.
) is a perspective view of the outdoor unit, 'b) is a perspective view of the wiring cord holding plate and tapping screws, (e) is a cross-sectional view for explaining the state in which the wiring cord holding plate is screwed into the casing by tapping screws, Figure 2 is an enlarged cross-sectional view of the parts screwed together by tapping screws, and Figure 3 is the thickness t of the skin steel plate of the vibration-damping composite steel plate. The difference between 1. Figure 4 is a diagram showing the relationship between loss coefficient and steel plate thickness ratio, Figure 5 is a perspective view of a conventional vibration damping composite steel plate, Figure 6 2. Parts for conventional vibration damping composite steel plate! l! ! It is an enlarged cross-sectional view of a fitting part. In the figure, (3) is a tapping screw, (3a) is its thread,
0 [ is the damping composite steel plate, (''') + (10b) is the skin steel plate, (10c) is the viscoelastic material layer, aυ is the outdoor unit, (2) is its casing, αj is the wiring cord suppressing plate, t ,. t2 is the thickness of the surface steel plate, and h is the height of the thread of the tapping screw. Agent Patent Attorney Masaru Sato Figure 1 (G) (C) IZo 1't!0 Figure 2 t -hmm It's snowing.

Claims (1)

【特許請求の範囲】 対象物とタッピングねじで接合する、2枚の鋼板の間に
粘弾性物質を挟着してなる制振複合鋼板において、 上記制振複合鋼板のタッピングねじのねじ込み側の表皮
鋼板の厚さをt_1、その反対側の表皮鋼板の厚さをt
_2タッピングねじのねじ山の高さをhとしたとき、上
記t_1、t_2が下記の式により規定されることを特
徴とするタッピングねじにより螺着する差厚制振複合鋼
板。 t_1≧h+0.1mm 1/4t_1<t_2<t_1
[Scope of Claims] A vibration-damping composite steel plate formed by sandwiching a viscoelastic substance between two steel plates, which is joined to an object by a tapping screw, wherein the skin of the vibration-damping composite steel plate on the side where the tapping screw is screwed. The thickness of the steel plate is t_1, and the thickness of the skin steel plate on the opposite side is t.
_2 A differential thickness vibration damping composite steel plate screwed by a tapping screw, characterized in that when the height of the thread of the tapping screw is h, the above t_1 and t_2 are defined by the following formula. t_1≧h+0.1mm 1/4t_1<t_2<t_1
JP18199286A 1986-08-04 1986-08-04 Differential thickness vibration-damping composite steel plate screwed by tapping screw Pending JPS6338709A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18199286A JPS6338709A (en) 1986-08-04 1986-08-04 Differential thickness vibration-damping composite steel plate screwed by tapping screw

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18199286A JPS6338709A (en) 1986-08-04 1986-08-04 Differential thickness vibration-damping composite steel plate screwed by tapping screw

Publications (1)

Publication Number Publication Date
JPS6338709A true JPS6338709A (en) 1988-02-19

Family

ID=16110430

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18199286A Pending JPS6338709A (en) 1986-08-04 1986-08-04 Differential thickness vibration-damping composite steel plate screwed by tapping screw

Country Status (1)

Country Link
JP (1) JPS6338709A (en)

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