JP2993848B2 - Unit type vibration isolator and floating floor structure using the same - Google Patents

Unit type vibration isolator and floating floor structure using the same

Info

Publication number
JP2993848B2
JP2993848B2 JP6141649A JP14164994A JP2993848B2 JP 2993848 B2 JP2993848 B2 JP 2993848B2 JP 6141649 A JP6141649 A JP 6141649A JP 14164994 A JP14164994 A JP 14164994A JP 2993848 B2 JP2993848 B2 JP 2993848B2
Authority
JP
Japan
Prior art keywords
metal core
vibration
rubber
washer
core
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 - Fee Related
Application number
JP6141649A
Other languages
Japanese (ja)
Other versions
JPH0813765A (en
Inventor
晃三 坂場
一夫 沢井
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.)
Mitsubishi Steel Mfg Co Ltd
Daiwa House Industry Co Ltd
Original Assignee
Mitsubishi Steel Mfg Co Ltd
Daiwa House Industry Co 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 Mitsubishi Steel Mfg Co Ltd, Daiwa House Industry Co Ltd filed Critical Mitsubishi Steel Mfg Co Ltd
Priority to JP6141649A priority Critical patent/JP2993848B2/en
Publication of JPH0813765A publication Critical patent/JPH0813765A/en
Application granted granted Critical
Publication of JP2993848B2 publication Critical patent/JP2993848B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は建築物の床版を弾性支持
する場合等に用いるユニット型の防振装置に関する。特
にプレハブ住宅の床版に対して好適に用いられる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a unit type vibration isolator used for elastically supporting a floor slab of a building. Particularly, it is suitably used for floor slabs of prefabricated houses.

【0002】[0002]

【従来の技術】建築物の床版を防振する目的は、固体伝
搬音の遮断により、外部から室内へ伝搬する振動を遮断
して静粛な音環境を作ることと、逆に自室から発生した
音又は振動が固体伝搬音として他室に伝わり、他室(隣
室や下階の部屋)の音環境を悪化させないようにするこ
とにある。この目的達成のための手段として浮床工法が
ある。浮床には乾式浮床と湿式浮床があり、床版とコン
クリートスラブの間にグラスウールやロックウール等の
密度を高めた材料を弾性材料として用いることにより、
床版を弾性支持している。このように、従来の浮床工法
ではコンクリートスラブと床版の間へ弾性体を用いるこ
とによって床版を弾性支持しているため、木造住宅や鉄
骨系プレハブ住宅等には用いることができない。しかし
最近のプレハブ工法の発展により、プレハブ構法による
集合住宅も多数出現している。これらの住宅においては
上下階間の騒音問題(固体伝搬音は騒音として被害を及
ぼす)として苦情の原因となり、住宅のブレードを著し
く低下させる。そのため、これら木造住宅や鉄骨系プレ
ハブ住宅等にも有効な浮床構造の開発が望まれていた。
2. Description of the Related Art The purpose of isolating a floor slab of a building is to create a quiet sound environment by blocking vibrations propagating from outside to a room by blocking solid-borne sound, and conversely, to generate noise from a room. An object of the present invention is to prevent sound or vibration from being transmitted to another room as solid-borne sound and deteriorating the sound environment of another room (an adjacent room or a lower floor room). There is a floating floor method as a means for achieving this purpose. There are two types of floating floors: a dry floating floor and a wet floating floor.By using a material with increased density such as glass wool or rock wool between the floor slab and the concrete slab as an elastic material,
The floor slab is elastically supported. As described above, in the conventional floating floor method, since the floor slab is elastically supported by using an elastic body between the concrete slab and the floor slab, it cannot be used for a wooden house or a steel frame prefabricated house. However, with the recent development of prefabricated construction methods, many prefabricated apartment buildings have appeared. In these houses, a noise problem between the upper and lower floors (solid transmitted sound causes damage as noise) causes a complaint and significantly lowers the blade of the house. Therefore, it has been desired to develop a floating floor structure that is effective for such wooden houses and steel-frame prefabricated houses.

【0003】[0003]

【発明が解決しようとする課題】本発明はプレハブ住宅
等に用いる木質系床版あるいはALC系床版に対し、ユ
ニット構造の防振装置を用いて、根太を含む床版全体を
大引に対して弾性支持することにより、固体伝搬音を遮
断しようとする防振装置及び浮床構造を提供するもので
ある。
SUMMARY OF THE INVENTION The present invention relates to a wooden floor slab or an ALC floor slab used for a prefabricated house or the like. It is intended to provide a vibration damping device and a floating floor structure which are intended to cut off solid-borne sound by elastically supporting the same.

【0004】[0004]

【課題を解決するための手段】本発明者らは鋭意検討を
重ねた結果、特定の構造を有するユニット型の防振装置
を開発するに至った。即ち、本願の発明は、芯金、該芯
金と一体化された座金、芯金により案内される複数枚の
皿ばね、芯金により案内され該皿ばねに嵌合された座
金、及び芯金端に嵌合させた筒状の防振ゴムからなるユ
ニット型防振装置及び、該ユニット型防振装置が床版下
の根太の下部に設けられた座ぐりに挿入・固着され、該
防振装置の下部が大引上に載置される浮床構造である。
プレハブ住宅の工法には種々のものがあるが、一般に行
われる工法は、鉄骨の骨組を完成させ、床版として組立
てた床を大引の上へ乗せて固定する方法である。従っ
て、この場合の防振装置は一体ものとしてユニット化
し、床版(根太を含む)に組込んでおくことが必要であ
る。
Means for Solving the Problems As a result of intensive studies, the present inventors have developed a unit type vibration damping device having a specific structure. That is, the invention of the present application provides a metal core, a washer integrated with the metal core, a plurality of disc springs guided by the metal core, a washer guided by the metal core and fitted to the disc spring, and a metal core. A unit-type vibration isolator made of a cylindrical rubber vibration isolator fitted to an end, and the unit-type vibration isolator is inserted and fixed to a counterbore provided below a joist under a floor slab, and It has a floating floor structure in which the lower part of the device is mounted on a large scale.
There are various construction methods for prefabricated houses, and a general construction method is a method of completing a steel frame and fixing the floor assembled as a floor slab on a large scale. Therefore, it is necessary to unitize the vibration isolator in this case as an integral unit and incorporate it into a floor slab (including joists).

【0005】防振装置を一体化する手段として、芯金端
部付近に溝を設け防振ゴムのリップ部を嵌合させる方
法、芯金より小径の穴を持つ防振ゴムを強引に押し込む
ことによりゴムの弾性を利用して一体化する方法、筒状
防振ゴムを組込んだ状態で芯金端部がゴム上面に突出す
長さを持つ芯金とし芯金上端部をポンチング等によりつ
ぶして一体化する方法等がある。防振材としては種々の
ものがあるが、本発明においては皿ばねが採用される。
皿ばねを用いることはスペースメリットおよび組合せ方
法の変更等による設計自由度の大きい点で優れている。
ただし皿ばねは拘束方法を選んで一体物になるような設
計が必要であり、本発明においては座金と一体化した芯
金を皿ばねの案内体として用いている。本発明の防振装
置は上述のようにプレハブ住宅に好ましく適用される
が、これに限られず、在来の木造住宅への適用も可能で
ある。
[0005] As means for integrating the vibration isolator, a method is provided in which a groove is provided near the end of the core bar and a lip portion of the vibration isolator is fitted thereto, and the vibration isolator having a hole smaller in diameter than the core bar is forcibly pushed. By using the elasticity of rubber, and with the cylindrical anti-vibration rubber incorporated, the core has a length protruding from the top of the rubber to the top of the rubber, and the upper end of the core is crushed by punching etc. And integrating them. Although there are various types of vibration insulators, a disc spring is employed in the present invention.
The use of a disc spring is advantageous in that it has a large space flexibility and a large degree of design freedom due to a change in the combination method.
However, the coned disc spring needs to be designed so as to be integrated by selecting a restraining method. In the present invention, a core metal integrated with the washer is used as a guide for the coned disc spring. The anti-vibration device of the present invention is preferably applied to a prefabricated house as described above, but is not limited to this, and can be applied to a conventional wooden house.

【0006】[0006]

【実施例】以下、実施例によって本発明を詳しく説明す
る。図1は本発明になる皿ばねを用いたユニット型防振
装置を示す。座金と芯金は一体構造となっている。芯金
2の上部には防振ゴム1を取付けるための溝を有する。
皿ばね4は図では1枚ずつの3枚直列であるが、図3に
示すように2枚並列のものを数組直列にしたり、図4に
示すように直列枚数を減らしたりすることにより、ばね
上荷重に適応させることができる。皿ばね4の上に座金
3を芯金2に嵌合させ、その上に防振ゴム1を乗せる。
防振ゴム1の下部にはリップがあり、芯金2上部の溝に
はまりこむことにより全体として1つのユニットを構成
する。取付け方向としては、図1に示すように防振ゴム
を上側として、床版下の根太に座ぐりを設けて嵌合・固
着する方法と、図2に示すように、図1と上下を反対に
して取付け、大引に対し防振ゴムが接するようにして滑
りにくくする方法がある。
The present invention will be described below in detail with reference to examples. FIG. 1 shows a unit type vibration isolator using a disc spring according to the present invention. The washer and the core have an integral structure. The upper part of the cored bar 2 has a groove for mounting the vibration isolating rubber 1.
In the drawing, the disc springs 4 are three in series, one sheet at a time. However, as shown in FIG. 3, several sets of two parallel ones are connected in series, or as shown in FIG. Can be adapted to sprung load. The washer 3 is fitted on the cored bar 2 on the disc spring 4, and the vibration isolating rubber 1 is placed thereon.
There is a lip at the lower part of the vibration isolation rubber 1, and it fits into the groove on the upper part of the cored bar 2 to constitute one unit as a whole. As a mounting direction, as shown in FIG. 1, a method in which a counterbore is provided on a joist under a floor slab with a vibration isolating rubber as an upper side and fitted and fixed, and as shown in FIG. Then, there is a method of making the vibration-proof rubber contact with the pulling and making it hard to slip.

【0007】図3は防振ゴムの取付け構造を簡略化した
ものである。芯金の外径よりわずかに内径の小さい防振
ゴムを、強引に押し込むことにより、ゴムの弾性を利用
して一体化したものである。この芯金の外径と防振ゴム
の内径の関係は、ゴムと芯金のはまりこみ部の長さ及び
ゴムの硬さを勘案して決定する。なお取付け方向は図1
や図2と同様に、防振ゴムは上でも下でもよく、大引の
材質等を勘案して決定する。図4は全体を組立てた高さ
より少し長い芯金を持つものとして、芯金2の上部をポ
ンチング等により6に示すようにつぶすことにより一体
化したものである。この場合、根太7には全体を嵌合す
る座ぐりの他、芯金2の頭部が根太に当らないよう8の
座ぐりが必要である。上下反対に取付ける場合はこの座
ぐり8は大引側に設けることになる。
FIG. 3 shows a simplified structure for mounting the vibration-proof rubber. The vibration-proof rubber, whose inner diameter is slightly smaller than the outer diameter of the cored bar, is integrated by utilizing the elasticity of the rubber by forcibly pushing it. The relationship between the outer diameter of the cored bar and the inner diameter of the vibration isolating rubber is determined in consideration of the length of the portion where the rubber and the cored bar are fitted and the hardness of the rubber. Fig. 1
Like FIG. 2 and FIG. 2, the vibration-proof rubber may be on the upper side or the lower side, and is determined in consideration of the material and the like of the large-scale. FIG. 4 shows an example in which the entirety of the cored bar has a core slightly longer than the assembled height, and the upper part of the cored bar 2 is crushed by punching or the like as shown in FIG. In this case, in addition to the spot facing for fitting the whole joist 7, a spot facing 8 is required so that the head of the cored bar 2 does not hit the joist. When mounting upside down, the counterbore 8 is provided on the large pulling side.

【0008】図5は本発明のユニット型防振装置を用い
た床版の取付け構造を示す。種々の床材で構成された複
合床9は、根太7で補強される。従来の床は根太7が直
接大引11の上に乗る構造であるが、本発明の床は根太
7に防振装置10を取り付けるための座ぐりがあり、防
振装置10はその座ぐりに嵌合され、根太7に接着また
は防振ゴムの弾性を利用して圧入され、固着される。こ
のようにして床版を大引11の上に乗せることにより、
弾性支持された浮床構造が完成する。従って根太7に防
振装置のユニット10をあらかじめ固着しておくことに
より、工法を大幅に変更することなく、防振性の優れた
浮床とすることができる。図6は重量床衝撃音レベルの
測定(JIS A 1418による)の例である。従来
の固定床に対し本発明による浮床は、床衝撃音レベルの
遮音等級で2ランク(10dB)の改善が見られる。
FIG. 5 shows a mounting structure of a floor slab using the unit type vibration damping device of the present invention. A composite floor 9 composed of various flooring materials is reinforced by joists 7. The conventional floor has a structure in which the joist 7 directly rides on the large pulley 11, but the floor of the present invention has a counterbore for attaching the vibration isolator 10 to the joist 7, and the vibration isolator 10 It is fitted and pressed into the joist 7 using the adhesive or the elasticity of the vibration-proof rubber, and fixed. In this way, by placing the floor slab on the pulling bar 11,
The floating floor structure supported elastically is completed. Therefore, by attaching the unit 10 of the vibration isolator to the joist 7 in advance, a floating floor having excellent vibration isolation can be obtained without drastically changing the construction method. FIG. 6 is an example of the measurement of the heavy floor impact sound level (according to JIS A1418). Compared with the conventional fixed floor, the floating floor according to the present invention has an improvement of two ranks (10 dB) in the sound insulation class of the floor impact sound level.

【0009】[0009]

【発明の効果】以上のように本発明の防振装置及び浮床
構造によれば、従来の工法を大幅に変えることなく優れ
た防振性を発揮し、音環境の改善を容易に計ることがで
きる。
As described above, according to the anti-vibration apparatus and the floating floor structure of the present invention, excellent anti-vibration properties can be exhibited without greatly changing the conventional method, and the sound environment can be easily improved. it can.

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

【図1】本発明のユニット型防振装置のうち、一体化手
段として芯金の溝とゴムのリップを利用した場合の実施
例、
FIG. 1 shows an embodiment in which a groove of a cored bar and a rubber lip are used as integrated means in a unit-type vibration isolator of the present invention;

【図2】図1の取付けを上下反対にしたもの、FIG. 2 shows the mounting of FIG. 1 upside down,

【図3】本発明のユニット型防振装置のうち、一体化手
法としてゴムの弾性を利用して締付けることにより一体
化した場合の実施例、
FIG. 3 shows an embodiment of the unit type vibration damping device of the present invention in which the unit is integrated by tightening using elasticity of rubber as an integrating method,

【図4】本発明のユニット型防振装置のうち、一体化手
法として芯金の突出部分をポンチング等により塑性変形
させて一体化した場合の実施例、
FIG. 4 is an example of a unit-type vibration isolator of the present invention in which a protruding portion of a core bar is plastically deformed by punching or the like as an integrating method and integrated.

【図5】本発明のユニット型防振装置を用いて大引に床
版を乗せた状態を示す説明図、
FIG. 5 is an explanatory view showing a state in which a floor slab is roughly placed using the unit type vibration damping device of the present invention,

【図6】従来床と本発明による浮床との重量床衝撃音レ
ベルの比較図。
FIG. 6 is a comparison diagram of a heavy floor impact sound level between a conventional floor and a floating floor according to the present invention.

【符号の説明】[Explanation of symbols]

1 防振ゴム 2 芯金 3 座金 4 皿ばね 5 ゴムの膨み部 6 脱落防止部 7 根太 8 座ぐり 9 複合床 10 ユニット型防振装置 11 大引 DESCRIPTION OF SYMBOLS 1 Anti-vibration rubber 2 Core metal 3 Washer 4 Belleville spring 5 Rubber bulging part 6 Fall prevention part 7 Joist 8 Counterbore 9 Composite floor 10 Unit type vibration isolator 11 Large pull

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 芯金、該芯金と一体化された座金、芯金
により案内される複数枚の皿ばね、芯金により案内され
該皿ばね上又は下に嵌合された座金、及び芯金上部の周
囲に設けられた溝にリップを嵌合させた筒状の防振ゴム
からなるユニット型防振装置。
1. A metal core, a washer integrated with the metal core, a plurality of disc springs guided by the metal core, a washer guided by the metal core and fitted above or below the disc spring, and a core. A unit-type vibration isolator made of a cylindrical vibration-isolating rubber in which a lip is fitted in a groove provided around the top of gold.
【請求項2】 芯金、該芯金と一体化された座金、芯金
により案内される複数枚の皿ばね、芯金により案内され
該皿ばねの上又は下に嵌合された座金、及び芯金より小
さい直径の穴を持つ筒状の防振ゴムをゴムの弾性を利用
して一体化したものからなるユニット型防振装置。
2. A metal core, a washer integrated with the metal core, a plurality of disc springs guided by the metal core, a washer guided by the metal core and fitted above or below the disc spring, and A unit-type vibration damping device consisting of a cylindrical vibration damping rubber having a hole with a diameter smaller than that of a core metal, which is integrated using the elasticity of rubber.
【請求項3】 芯金、該芯金と一体化された座金、芯金
により案内される複数枚の皿ばね、芯金により案内され
該皿ばね上に嵌合される座金、及び筒状の防振ゴムから
なり、防振ゴムを突き抜けた芯金頭部をポンチング等に
より塑性変形させて防振ゴムの脱落を防止することによ
り一体化したユニット型防振装置。
3. A metal core, a washer integrated with the metal core, a plurality of disc springs guided by the metal core, a washer guided by the metal core and fitted on the disc spring, and a cylindrical member. A unit-type vibration isolator that is made of vibration-proof rubber and is integrated by plastically deforming the metal core head that has penetrated the vibration-proof rubber by punching or the like to prevent the vibration-proof rubber from falling off.
【請求項4】 請求項1〜3に記載されたユニット型防
振装置が床版下の根太の下部に設けられた座ぐりに挿入
・固着され、該防振装置の下部が大引上に載置される浮
床構造。
4. The unit type vibration damping device according to claim 1 is inserted and fixed to a counterbore provided under a joist under a floor slab, and the lower portion of the vibration damping device is pulled up. Floating floor structure to be mounted.
JP6141649A 1994-06-23 1994-06-23 Unit type vibration isolator and floating floor structure using the same Expired - Fee Related JP2993848B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6141649A JP2993848B2 (en) 1994-06-23 1994-06-23 Unit type vibration isolator and floating floor structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6141649A JP2993848B2 (en) 1994-06-23 1994-06-23 Unit type vibration isolator and floating floor structure using the same

Publications (2)

Publication Number Publication Date
JPH0813765A JPH0813765A (en) 1996-01-16
JP2993848B2 true JP2993848B2 (en) 1999-12-27

Family

ID=15296964

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6141649A Expired - Fee Related JP2993848B2 (en) 1994-06-23 1994-06-23 Unit type vibration isolator and floating floor structure using the same

Country Status (1)

Country Link
JP (1) JP2993848B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101542766B1 (en) * 2014-04-30 2015-08-07 안승한 Shock-absorbing unit for constructing floor of building and floor construction structure comprising the same

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006057087A1 (en) * 2004-11-25 2006-06-01 Shoji Fukuhara Vibration isolation structure
JP5594537B2 (en) * 2010-12-09 2014-09-24 株式会社ダイフクルネス Underfloor structure on floor slab
CN102220789B (en) * 2011-04-14 2012-09-05 上海昭瑞减震科技有限公司 Suspension type floating plate vibration isolation system
KR101588669B1 (en) * 2015-02-13 2016-01-27 안승한 Shock-absorbing unit for constructing floor of building and floor construction structure of building comprising the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101542766B1 (en) * 2014-04-30 2015-08-07 안승한 Shock-absorbing unit for constructing floor of building and floor construction structure comprising the same

Also Published As

Publication number Publication date
JPH0813765A (en) 1996-01-16

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