JP3477072B2 - Building floor structure - Google Patents

Building floor structure

Info

Publication number
JP3477072B2
JP3477072B2 JP09479698A JP9479698A JP3477072B2 JP 3477072 B2 JP3477072 B2 JP 3477072B2 JP 09479698 A JP09479698 A JP 09479698A JP 9479698 A JP9479698 A JP 9479698A JP 3477072 B2 JP3477072 B2 JP 3477072B2
Authority
JP
Japan
Prior art keywords
vibration
plate
floor
substrate
damping
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
JP09479698A
Other languages
Japanese (ja)
Other versions
JPH11293810A (en
Inventor
博文 柿本
木曽  治
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.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber 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 Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP09479698A priority Critical patent/JP3477072B2/en
Publication of JPH11293810A publication Critical patent/JPH11293810A/en
Application granted granted Critical
Publication of JP3477072B2 publication Critical patent/JP3477072B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Floor Finish (AREA)
  • Building Environments (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、建築物の床下地
材、床板および建築物の床構造に関するものであり、低
層アパート、戸建住宅、RC構造等の剛構造の高層建築
物の床下地に適用できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flooring material for a building, a floor board and a flooring structure for a building, and a flooring material for a high-rise building having a rigid structure such as a low-rise apartment, a detached house, and an RC structure. Applicable to

【0002】[0002]

【従来の技術】従来より、低層アパートや戸建住宅は、
一般のRC造の構造物と異なり、柔構造であり、大きな
加振力を受ける重量床衝撃音に対しては、低減する方法
は様々な検討がなされているにも抱らず、これといった
方法は見出されていない。RC造のような剛構造では、
床版厚みを増すことで、重量床衝撃音を低減する方法が
一般的に行われている。
2. Description of the Related Art Conventionally, low-rise apartments and detached houses are
Unlike a general RC structure, it has a flexible structure, and there are various studies on how to reduce heavy floor impact noise that receives a large excitation force. Has not been found. In a rigid structure like RC structure,
A method of reducing heavy floor impact sound by increasing the floor slab thickness is generally used.

【0003】従来より、重量床衝撃音に対しては、床材
や床下地材で改良するため、様々な研究がされてきた
が、大きな改善量を得る方法は知られていない。そこ
で、床版等、床駆体や床駆体と梁の振動絶縁、天井や天
井の吊り具、天井空間を利用して、総合効果で重量衝撃
音を改善する方向での検討が、技術面での主流となって
いる。
Conventionally, various studies have been conducted to improve heavy floor impact sound by using a floor material and a floor base material, but a method for obtaining a large improvement amount has not been known. Therefore, using the floor slab, etc., vibration insulation of floor slabs and floor slabs and beams, ceilings, ceiling hangers, and ceiling space, it is necessary to consider the technical aspects to improve the weight impact sound as a whole. Has become the mainstream.

【0004】[0004]

【発明が解決しようとする課題】本発明の課題は、建築
物の重量床衝撃音を低減させることであり、例えば現状
の低層アパートや戸建住宅の大幅な設計変更を行わない
で、重量床衝撃音をLH−60以下の水準にまで低下さ
せることである。
SUMMARY OF THE INVENTION An object of the present invention is to reduce heavy floor impact noise of a building, for example, without changing the existing low-rise apartments or detached houses significantly. It is to reduce the impact sound to a level below LH-60.

【0005】[0005]

【課題を解決するための手段】本発明者は、現状の低層
アパートや戸建住宅にすぐ適用し得る重量床衝撃音の改
良部材を、床下地材として提供することが、床駆体、床
駆体と梁の間の振動絶縁、天井、天井吊り具、天井空間
の総合効果をより高める上でも必要であり、現状の改良
にも非常に有効であると着想し、多くの実験の中から新
たな床下地材を開発することに成功した。
The inventor of the present invention is to provide, as a floor base material, a member for improving heavy floor impact sound that can be immediately applied to the current low-rise apartments and detached houses. It is necessary to further enhance the overall effect of vibration isolation between the body and the beam, the ceiling, the ceiling hanger, and the ceiling space, and I thought that it would be very effective in improving the current situation. Succeeded in developing a new floor base material.

【0006】即ち、本発明は、床板と、この床板を支持
する建築物の支持構造とを備えており、前記床板が、床
下地材と、この床下地材の上に敷設されている化粧板と
を備えている建築物の床構造であって、 前記支持構造上
に敷設されるべき床下地材が、剛性を有する第一の板状
体および第一の板状体の少なくとも一方の面に設けられ
ている粘弾性体からなる制振層を有する制振板と、剛性
を有する第二の板状体および第二の板状体の少なくとも
一方の面に設けられている複数の弾性体製の防振突起部
材を有し、前記複数の防振突起部材が互いに離れている
防振板とを備えており、前記防振突起部材が前記板状体
の振動をその下部の制振板や床躯体に伝播することを防
止し、前記防振突起部材が、床衝撃の加圧方向に対し直
角方向に向かって、互いに硬度の異なる弾性体、粘弾性
体または発泡体によって形成されており、前記制振板と
前記防振板とが積層されており、 重量床衝撃音が低減さ
ることを特徴とする、建築物の床構造に係るものであ
る。また、本発明は、床板と、この床板を支持する建築
物の支持構造とを備えており、前記床板が、床下地材
と、この床下地材の上に敷設されている化粧板とを備え
ている建築物の床構造であって、 前記支持構造上に敷設
されるべき床下地材が、 剛性を有する第一の板状体およ
び第一の板状体の少なくとも一方の面に設けられている
粘弾性体からなる制振層を有する制振板と、 剛性を有す
る第二の板状体および第二の板状体の少なくとも一方の
面に設けられている複数の弾性体製の防振突起部材を有
し、前記複数の防振突起部材が互いに離れている防振板
とを備えており、前記防振突起部材が前記支持構造また
は前記制振板に対して設置されており、前記第二の板状
体が剛性材料からなる基板を備えており、前記防振突起
部材が、前記基板に重量床衝撃が加わったときに前記基
板の変形を抑制する変形抑制部材を備えており、この変
形抑制部材が、剛性材 料からなる長尺状物からなり、こ
の長尺状物の中に、ゴム、発泡体または繊維状物からな
る振動絶縁材が設けられており、この振動絶縁材が支持
構造や他の基板と接触しており、 前記制振板と前記防振
板とが積層されており、 重量床衝撃音が低減されること
を特徴とする、建築物の床構造に係るものである。 さら
に、本発明は、床板と、この床板を支持する建築物の支
持構造とを備えており、前記床板が、床下地材と、この
床下地材の上に敷設されている化粧板とを備えている建
築物の床構造であって、 前記支持構造上に敷設されるべ
き床下地材が、 剛性を有する第一の板状体および第一の
板状体の少なくとも一方の面に設けられている粘弾性体
からなる制振層を有する制振板と、 剛性を有する第二の
板状体および第二の板状体の少なくとも一方の面に設け
られている複数の弾性体製の防振突起部材を有し、前記
複数の防振突起部材が互いに離れている防振板とを備え
ており、前記防振突起部材が前記支持構造または前記制
振板に対して設置されており、前記第二の板状体が剛性
材料からなる基板を備えており、前記基板が、前記基板
に重量床衝撃が加わったときに前記基板の変形を抑制す
る変形抑制部材を備えており、この変形抑制部材が、剛
性材料からなる長尺状物からなり、前記変形抑制部材が
前記防振突起部材の側に設けられており、 前記制振板と
前記防振板とが積層されており、 重量床衝撃音が低減さ
れることを特徴とする、建築物の床構造に係るものであ
る。
That is, according to the present invention, the floor board and the floor board are supported.
And a supporting structure for a building ,
The base material and the decorative board laid on this floor base material
A floor structure of a building comprising:
And a damping plate having a damping layer made of a viscoelastic body provided on at least one surface of the first plate-shaped body having rigidity, , A second plate-shaped body having rigidity and a plurality of elastic vibration-proof projection members provided on at least one surface of the second plate-shaped body, wherein the plurality of vibration-proof projection members are mutually A vibration-isolating plate that is separated from the plate-shaped body.
It is possible to prevent the vibration of the
The vibration-proof protrusion member is formed of an elastic body, a viscoelastic body, or a foam body having different hardnesses in a direction perpendicular to the floor impact pressure direction. and oscillation plate are stacked, heavy floor impact sound is the reduced
Re characterized Rukoto, which relates to the floor structure of a building. Further, the present invention comprises a floorboard and a structure for supporting a building supporting the floorboard, wherein the floorboard is a floor base material.
And a decorative plate laid on this floor base material
A floor structure of a building, which is laid on the support structure
The base material to be treated is a rigid first plate and
And at least one surface of the first plate-like body
Damping plate with a damping layer made of viscoelastic material and rigidity
At least one of the second plate-like body and the second plate-like body
It has a plurality of elastic anti-vibration projection members provided on the surface.
A vibration-proof plate in which the plurality of vibration-proof protrusion members are separated from each other.
And the vibration-proof projection member is provided with the support structure or
Is installed on the damping plate, and
The body is provided with a substrate made of a rigid material,
When the member is subjected to a heavy floor impact on the substrate, the substrate
It is equipped with a deformation suppressing member that suppresses the deformation of the plate.
Shape suppression member is comprised of an elongated material consisting of rigid materials, this
Made of rubber, foam or fibrous material
Vibration insulation material is provided, and this vibration insulation material supports
It is in contact with the structure and other substrates, and the damping plate and
It is laminated with the board and the heavy floor impact sound is reduced.
The present invention relates to a floor structure of a building. Furthermore
In the present invention, the floorboard, and a supporting structure of a building that supports the floorboard, the floorboard, the floor base material,
A building equipped with a decorative board laid on the floor base material
The floor structure of the structure, which should be laid on the support structure.
The floor base material is a rigid first plate and a first
Viscoelastic body provided on at least one surface of the plate-like body
A damping plate having a damping layer made of
Provided on at least one surface of the plate-like body and the second plate-like body
Is provided with a plurality of elastic body vibration-proof projection members,
A plurality of anti-vibration protrusion members are separated from each other
And the anti-vibration protrusion member is the support structure or the control unit.
It is installed on the vibration plate, and the second plate is rigid.
A substrate made of a material, wherein the substrate is the substrate
Suppress the deformation of the substrate when a heavy floor impact is applied to
It is equipped with a deformation suppressing member that
Made of a long material made of a flexible material, the deformation suppressing member
It is provided on the side of the vibration-proof projection member, and
Laminated with the anti-vibration plate to reduce heavy floor impact noise.
Related to the floor structure of the building, which is characterized by
It

【0007】支持構造とは、床下地材を支持するものを
言い、建築物の躯体、躯体上に防水層などの他の材質を
設けたものの他、根太の間にシートを架設したものなど
も含んでいる。
The support structure means a structure which supports a floor base material, and in addition to a structure of a building, a structure provided with another material such as a waterproof layer on the structure, and a structure in which a sheet is installed between joists. Contains.

【0008】図1を参照しつつ、本発明の床下地材の基
本的作用について述べる。支持構造6の上に、本発明の
参考例にかかる床下地材が支持されている。床下地材
は、制振板8Aと防振板7Aとの積層構造からなる。防
振板7Aにおいては、第二の板状体1Aの下に複数の防
振突起部材2Aが取り付けられている。制振板8Aは、
第一の板状体4Aと、制振層5Aとを備えている。本例
では、制振板8Aが下にあり、防振突起部材7Aが上に
ある。
The basic operation of the floor base material of the present invention will be described with reference to FIG. On top of the support structure 6, the
The floor base material according to the reference example is supported. The floor base material has a laminated structure of a vibration damping plate 8A and a vibration damping plate 7A. In the vibration-proof plate 7A, a plurality of vibration-proof projection members 2A are attached below the second plate-shaped body 1A. The damping plate 8A is
The first plate-shaped body 4A and the vibration damping layer 5A are provided. In this example, the damping plate 8A is on the bottom and the vibration-proofing projection member 7A is on the top.

【0009】床下地材に対して重量床衝撃が加わると、
まず基板1Aが変形、振動するが、基板1Aは基板4A
と接触していないので、直接は振動は伝わらず、基板1
Aの振動は、防振突起部材2Aを通して基板4Aに伝わ
る。この際、防振突起部材2Aは、弾性または粘弾性を
備えているので、基板2Aの振動に応じてそれ自身が変
形することで、振動振幅を小さくし、基板4Aに対して
一度に加わる衝撃を小さくする。基板4Aが振動する
と、基板4Aに張りついて拘束されている粘弾性体製の
制振層5Aに振動が伝わるが、制振層5Aの内部で振動
エネルギーが消費され、基板4Aの振動が急速に吸収さ
れる。
When a heavy floor impact is applied to the floor base material,
First, the substrate 1A deforms and vibrates, but the substrate 1A is the substrate 4A.
Since it is not in contact with the
The vibration of A is transmitted to the substrate 4A through the antivibration protrusion member 2A. At this time, since the vibration-proof protrusion member 2A has elasticity or viscoelasticity, it deforms itself in response to the vibration of the substrate 2A, thereby reducing the vibration amplitude and the impact applied to the substrate 4A at once. To reduce. When the substrate 4A vibrates, the vibration is transmitted to the viscoelastic damping layer 5A that is stuck and constrained to the substrate 4A, but the vibration energy is consumed inside the damping layer 5A, and the vibration of the substrate 4A rapidly. Be absorbed.

【0010】このように、剛性を有する板状体を2つ以
上準備し、一方の板状体には粘弾性体からなる制振層を
設けて板状体の振動を拘束制振し、他方の板状体には防
振突起部材を設けて振動振幅を小さくし、これらを組み
合わせることによって、重量床衝撃音を著しく低減でき
ることを発見した。
As described above, two or more rigid plate-like bodies are prepared, and one plate-like body is provided with a damping layer made of a viscoelastic body to restrain and suppress the vibration of the plate-like body, and the other. It was found that the vibration noise of heavy floors can be remarkably reduced by combining the plate-like body with a vibration-proof protrusion member to reduce the vibration amplitude.

【0011】以下、本発明の構成と作用について、更に
述べる。第一の板状体、第二の板状体は、ともに床下地
材に要求される程度の剛性を有している必要がある。こ
れらの各板状体は、単一の基板からなっていてよく、複
数の基板の積層体であってよい。この基板は、剛性材料
からなるものである。剛性材料としては、木質材、セメ
ント、硬質プラスチック、金属が好ましい。また、基板
としては、木質単板、集成材、合板、パーティクルボー
ド、ハードボード、木毛セメント板等の木質板:石膏ボ
ード、フレキシブルボード、セメント板、中空押出セメ
ント板、ALC等の無機質板:鉄板、アルミニウム板等
の金属板:塩化ビニル、ポリスチレン、ポリエチレン、
ポリプロピレン、EVA、アクリル、フェノール等の非
発泡若しくは発泡のプラスチック板;不飽和ポリエステ
ル等の繊維強化プラスチック板:紙、プラスチックのダ
ンボール板が好ましい。
The structure and operation of the present invention will be further described below. Both the first plate-shaped body and the second plate-shaped body need to have the rigidity required for the floor base material. Each of these plate-shaped bodies may be composed of a single substrate, or may be a laminated body of a plurality of substrates. This substrate is made of a rigid material. The rigid material is preferably wood, cement, hard plastic, or metal. As the substrate, wood veneer, laminated wood, plywood, particle board, hard board, wood wool cement board and other wood boards: gypsum board, flexible board, cement board, hollow extruded cement board, inorganic board such as ALC: Metal plates such as iron plate and aluminum plate: vinyl chloride, polystyrene, polyethylene,
A non-foamed or foamed plastic plate made of polypropylene, EVA, acrylic, phenol or the like; a fiber reinforced plastic plate made of unsaturated polyester or the like: paper or a cardboard plate made of plastic is preferable.

【0012】本発明の好適な実施形態では、第一の板状
体と第二の板状体との少なくとも一方が、剛性材料から
なる基板と、基板に重量床衝撃が加わったときに基板の
変形を抑制する変形抑制層とを備えており、この変形抑
制層が、網、織布、不織布、金属箔、硬質高分子材料製
フィルムまたは硬質高分子材料製シートからなる。基板
が振動すると、前記材質が基板の振動を拘束し、直ちに
減衰させるように、一種の制振材として作用する。網は
金属または硬質プラスチック製の網が好ましい。
In a preferred embodiment of the present invention, at least one of the first plate-shaped member and the second plate-shaped member is made of a rigid material, and the substrate is subjected to a heavy floor impact. A deformation suppressing layer for suppressing deformation is provided, and the deformation suppressing layer is made of a net, a woven fabric, a non-woven fabric, a metal foil, a film made of a hard polymer material, or a sheet made of a hard polymer material. When the substrate vibrates, the material acts as a kind of damping material so as to restrain and immediately damp the vibration of the substrate. The mesh is preferably made of metal or hard plastic.

【0013】本発明の他の好適な実施形態では、第一の
板状体と第二の板状体との少なくとも一方が、剛性材料
からなる基板と、基板に重量床衝撃が加わったときに基
板の振動を吸収する振動吸収層とを備えており、この振
動吸収層が、ゴム、樹脂、繊維、紙、木材、無機質材お
よび金属からなる群より選ばれた一種以上の材質からな
る粉粒体に、バインダーを結着して成形して得られた成
形体である。この材質は、振動を内部に吸収する性質が
あり、基板の振動を早期に減衰させる。バインダーには
ウレタン、エポキシ、液状ゴム、粉末ホットメルト、ア
スファルト等、多くの材料がある。特に、無機質材およ
び金属をバインダー中に結着させることによって、振動
吸収層の比重を大きくし、重量床衝撃音を一層顕著に吸
収することができる。
In another preferred embodiment of the present invention, at least one of the first plate and the second plate is made of a rigid material, and when a heavy floor impact is applied to the substrate. A vibration absorbing layer for absorbing the vibration of the substrate is provided, and the vibration absorbing layer is powder particles made of one or more materials selected from the group consisting of rubber, resin, fiber, paper, wood, inorganic materials and metals. It is a molded body obtained by binding a binder to the body and molding. This material has a property of absorbing vibration inside, and damp the vibration of the substrate at an early stage. Binders include many materials such as urethane, epoxy, liquid rubber, powder hot melt, and asphalt. In particular, by binding the inorganic material and the metal to the binder, the specific gravity of the vibration absorbing layer can be increased and the heavy floor impact sound can be more significantly absorbed.

【0014】本発明の更に他の好適な実施形態において
は、第一の板状体と第二の板状体との少なくとも一方
が、剛性材料からなる基板と、基板に重量床衝撃が加わ
ったときに基板の振動を吸収する振動吸収層とを備えて
おり、この振動吸収層が(a)−(f)のいずれかであ
る。
In still another preferred embodiment of the present invention, at least one of the first plate-like member and the second plate-like member is made of a rigid material, and a heavy floor impact is applied to the substrate. A vibration absorbing layer for absorbing the vibration of the substrate is provided, and the vibration absorbing layer is any one of (a)-(f).

【0015】(a)ハニカム構造物と、このハニカム構
造物の上面と下面とに設けられている板、フィルムまた
はシート。フィルムまたはシートは、好ましくは硬質プ
ラスチック、ゴムからなる。 (b)ダンボール状物。これは好ましくは硬質プラスチ
ック、紙からなる。 (c)中空押出セメント板状物。
(A) A honeycomb structure, and a plate, film or sheet provided on the upper surface and the lower surface of the honeycomb structure. The film or sheet is preferably made of hard plastic or rubber. (B) Cardboard-like material. It preferably consists of hard plastic, paper. (C) Hollow extruded cement board.

【0016】(d)ダンボール状物中の中空部に、常温
で液状であって、常温で硬化反応又は発泡硬化反応する
物質の硬化物が充填されているダンボール状物。 (e)中空押出セメント板状物中の中空部に、常温で液
状であって、常温で硬化反応又は発泡硬化反応する物質
の硬化物が充填されている中空押出セメント板状物。 (f)ハニカム構造物と、このハニカム構造物の上面と
下面とに設けられている板、フィルムまたはシートとを
備えており、前記ハニカム構造体中の中空部に、常温で
液状であって、常温で硬化反応又は発泡硬化反応する物
質の硬化物が充填されている振動吸収層
(D) A cardboard-like material in which the hollow part of the cardboard-like material is filled with a cured product of a substance which is liquid at room temperature and undergoes a curing reaction or a foaming curing reaction at room temperature. (E) A hollow extruded cement plate-like product in which a hollow part of the hollow extruded cement plate-like product is filled with a cured product of a substance which is liquid at room temperature and undergoes a curing reaction or a foaming curing reaction at room temperature. (F) a honeycomb structure, and a plate, a film, or a sheet provided on the upper surface and the lower surface of the honeycomb structure, wherein the hollow portion in the honeycomb structure is liquid at room temperature, Vibration absorbing layer filled with a cured product of a substance that undergoes a curing reaction or a foaming curing reaction at room temperature

【0017】(d)(e)(f)においては、ダンボー
ル状物や中空押出セメント板状物の振動吸収作用に加え
て、これらの中空部の中に、ダンボール状物や中空押出
セメント板状物とは振動特性の異なる硬化物が充填され
ているので、更に幅広い周波数の重量床衝撃音に対して
効果が大きくなる。また、これらの中空部を有する振動
吸収材を使用することによって、ホルマリン等の化学物
質の発散を防止する効果がある。
In (d), (e) and (f), in addition to the vibration absorbing function of the corrugated cardboard or the hollow extruded cement plate, the corrugated cardboard or the hollow extruded cement plate is contained in these hollow portions. Since a hardened material having a different vibration characteristic from that of the material is filled, the effect is enhanced against the heavy floor impact sound of a wider frequency range. Further, by using the vibration absorbing material having these hollow portions, there is an effect of preventing the chemical substance such as formalin from escaping.

【0018】第一の板状体、第二の板状体の厚さは、2
mm以上が好ましく、より好ましくは5mm以上であ
る。2mm未満の厚みでは、平滑さが出しにくく、歩行
感がふわふわした感じになり、床衝撃を受けた時たわみ
が発生しやすくなる。20mm以上では、しっかりした
下地を形成させる上では好ましいものの、現状の床躯体
上に、仕様を変更することなく適用すると、床面が高く
なりすぎる。この点では15mm以下が好ましい。
The thickness of the first plate-shaped body and the second plate-shaped body is 2
It is preferably at least 5 mm, more preferably at least 5 mm. If the thickness is less than 2 mm, the smoothness is difficult to obtain, the walking feeling becomes fluffy, and the bending tends to occur when a floor impact is applied. If it is 20 mm or more, it is preferable for forming a firm groundwork, but if it is applied to the existing floor skeleton without changing the specifications, the floor surface becomes too high. In this respect, it is preferably 15 mm or less.

【0019】制振層の材質としては、非加硫ゴム系、熱
可塑性エラストマー系、常温反応系の各粘弾性体を例示
することができる。この粘弾性は、粘性と弾性を合わせ
有する性質を持ち加振に対して、振動の伝搬を遅延させ
振動エネルギーを吸収する性質を言う。
Examples of the material of the vibration damping layer include non-vulcanized rubber-based, thermoplastic elastomer-based, and room temperature reaction-based viscoelastic bodies. This viscoelasticity has the property of having both viscosity and elasticity, and refers to the property of delaying the propagation of vibration and absorbing vibration energy in response to excitation.

【0020】非加硫ゴム系粘弾性体は、ブチルゴム、再
生ブチルゴム、ポリイソブチレン、EPT、EPラバ
ー、天然ゴム等をゴム成分とし、軟化剤、充填剤、老化
防止剤等を必要に応じて添加したものでよい。ここでは
特に、再生ブチルゴムをゴム成分の30wt%以上含有
する系は、加硫ゲル分を有することで、粘性抵抗が増
し、コールドフロー現象を防止し、塑性流動を防止する
だけでなく、制振効果も増す特徴がある。
The non-vulcanized rubber-based viscoelastic body contains butyl rubber, recycled butyl rubber, polyisobutylene, EPT, EP rubber, natural rubber, etc. as a rubber component, and a softening agent, a filler, an antiaging agent, etc. are added as necessary. You can use what you did. Here, in particular, the system containing regenerated butyl rubber in an amount of 30 wt% or more of the rubber component has a vulcanized gel content, so that the viscous resistance is increased, the cold flow phenomenon is prevented, the plastic flow is prevented, and the vibration damping is achieved. It has the characteristic of increasing the effect.

【0021】熱可塑性エラストマー系粘弾性体は、スチ
レン−イソプレン−スチレン、スチレン−ブタジエン−
スチレン、熱可塑性ウレタン、熱可塑性ポリエステル等
を例示することができ、ポリマー中にハードセグメント
とソフセグメントを兼ね備えるが故に、加硫を行わない
でも加硫ゴムと同様な挙動をする。
Thermoplastic elastomer viscoelastic materials include styrene-isoprene-styrene, styrene-butadiene-
Examples thereof include styrene, thermoplastic urethane, and thermoplastic polyester. Since the polymer has both a hard segment and a soft segment, the polymer behaves similarly to a vulcanized rubber without vulcanization.

【0022】常温反応系粘弾性体は、常温で液状であっ
て尚かつ常温で硬化反応、発泡硬化反応をする物質を言
う。具体的には、主鎖骨格をポリブタジエン、ポリクロ
ロプレン、ポリイソプレン、ポリエステル、ポリエーテ
ルとし、分子両末端に水酸基、アミノ基、カルボキシル
基、エポキシ基等を設けたテレキーリックポリマー、変
性シリコン、シリコン、エポキシ、多硫化ゴム等を例示
することができる。それ等は発泡剤や発泡助剤を添加し
た系で発泡タイプにした物であってもよい。
The room-temperature reaction viscoelastic material is a substance which is liquid at room temperature and which undergoes curing reaction and foaming curing reaction at room temperature. Specifically, the main chain skeleton is polybutadiene, polychloroprene, polyisoprene, polyester, polyether, a telechelic polymer having a hydroxyl group, an amino group, a carboxyl group, an epoxy group or the like at both ends of the molecule, modified silicon, silicon Examples thereof include epoxy, polysulfide rubber, and the like. They may be foamed by a system to which a foaming agent or a foaming aid is added.

【0023】又、常温で液状であって、常温で硬化反応
又は発泡硬化反応する物質を、繊維に含浸させることに
より、圧縮永久歪を極端に少なくできる。この性質を利
用して、常温反応系粘弾性体を繊維層の全部若しくは部
分的に含浸させた物は、良好な制振、防振効果が得られ
る。
Further, by impregnating the fiber with a substance which is liquid at room temperature and undergoes a curing reaction or a foaming curing reaction at room temperature, the compression set can be extremely reduced. By utilizing this property, a material in which the fibrous layer is impregnated with the room temperature reaction viscoelastic material in whole or in part can obtain good vibration damping and vibration damping effects.

【0024】これには以下の形態がある。 (1)繊維層の厚さ方向に対して直角な水平方向に見て
均一な含浸層と非含浸層を設ける。
This has the following forms. (1) The uniform impregnated layer and the non-impregnated layer are provided when viewed in the horizontal direction perpendicular to the thickness direction of the fiber layer.

【0025】(2)繊維層に予め打ち抜き型等で任意の
寸法、形状で開口させ、その開口中に常温で液状であっ
て、常温で硬化反応又は発泡硬化反応する物質を充填す
る。この場合、開口周囲は含浸により変形しにくい部分
とすることができ、開口の周囲は繊維のみの部分ができ
る。従って、部分的に制振材の柱があり、その周囲に繊
維からなる吸音層が形成される。そして、制振材の柱
は、加振により変形を受けると繊維を押したり引張った
りする働きが生じ、これに対して繊維が抵抗することに
より、制振効果を余分に付与する効果を発揮する。
(2) The fiber layer is preliminarily opened with a punching die or the like in an arbitrary size and shape, and the opening is filled with a substance which is liquid at room temperature and undergoes a curing reaction or a foam curing reaction at room temperature. In this case, the periphery of the opening can be a portion that is unlikely to be deformed by impregnation, and the periphery of the opening can be a portion of only fibers. Therefore, there is a part of the column of the damping material, and the sound absorbing layer made of fibers is formed around the column. Then, the column of the damping material exerts a function of pushing or pulling the fiber when it is deformed by the vibration, and the fiber resists the function of exerting an effect of additionally providing the damping effect. .

【0026】また、制振層として、シート状物であっ
て、基材と硬化物層とを備えており、前記基材が樹脂の
フィルムからなり、複数の空気室が互いに離れて設けら
れており、隣り合う空気室の間にそれぞれ空隙部が設け
られており、硬化物層が、常温で液状であって、常温で
硬化反応又は発泡硬化反応する物質の硬化物からなり、
硬化物が空隙部に充填されている、シート状物を使用で
きる。これは、硬化物の粘弾性と、これに対して隣接す
る各空気室における空気バネとを、有効に利用できるの
で、良好な制振材となる。
Further, the damping layer is a sheet-like material, and includes a base material and a cured material layer, the base material is made of a resin film, and a plurality of air chambers are provided apart from each other. And a void is provided between adjacent air chambers, and the cured product layer is a liquid at room temperature and is composed of a cured product of a substance that undergoes a curing reaction or a foaming curing reaction at room temperature,
It is possible to use a sheet-like material in which the voids are filled with the cured product. This is a good damping material because the viscoelasticity of the cured product and the air spring in each air chamber adjacent thereto can be effectively utilized.

【0027】制振層の厚さは、0.5mm〜15mmと
することが望ましく、更に好ましくは1.5mm〜10
mmがよい。制振層を設けた基板の剛性を高くすると、
制振効果が一層向上する。また、制振層の両側に基板を
設けることによって、制振作用が一層向上する。この場
合には、制振層が薄くても制振効果が高い。しかし制振
層の片面が床駆体である場合には、例えば床駆体がAL
Cのように表面がポーラスな場合は、制振層の厚さを最
低でも2mmは確保する必要がある。又、制振材が板状
体ではさまれていない場合は、制振材の厚みは、できる
だけ厚くする方が遮音性能はよい。制振材の厚みが0.
5mm以下の場合は、貼付等の作業が困難となるのみで
好ましくなく、逆に15mm以上では厚みが厚くなりす
ぎる欠点がある。
The thickness of the damping layer is preferably 0.5 mm to 15 mm, more preferably 1.5 mm to 10 mm.
mm is good. If the rigidity of the board with the damping layer is increased,
The damping effect is further improved. Further, by providing the substrates on both sides of the damping layer, the damping effect is further improved. In this case, the damping effect is high even if the damping layer is thin. However, if one side of the damping layer is a floor precursor, for example, the floor precursor is AL
When the surface is porous as in C, it is necessary to secure a thickness of the vibration damping layer of at least 2 mm. Further, when the damping material is not sandwiched by the plate-shaped members, it is better to make the damping material as thick as possible for better sound insulation performance. The thickness of the damping material is 0.
When the thickness is 5 mm or less, it is not preferable because the work such as sticking becomes difficult, and conversely, when the thickness is 15 mm or more, the thickness becomes too thick.

【0028】制振板は、基板と制振層の2層でもよく、
基板/制振層/基板の3層でもよく、板状体と制振層を
交互に積層して奇数層としてもよく、板状体と制振層を
交互に積層して4層以上の偶数層としてもよい。基板そ
れ自体も、複数の板を組み合わせた物、例えば合板であ
ってよい。
The damping plate may be composed of two layers, a substrate and a damping layer,
It may be three layers of substrate / damping layer / substrate, or may be an odd number layer of plate-shaped members and damping layers alternately stacked, and may be an even number of four or more layers of plate-shaped members and damping layers alternately stacked. It may be a layer. The substrate itself may be a combination of a plurality of plates, for example, plywood.

【0029】防振突起部材について以下説明する。本願
でいう防振突起部材とは、板状体の振動をその下部の制
振板や床駆体に伝播することを防止する作用がある。次
のものが好ましい。 (1)防振ゴムからなる。防振突起部材が支持構造また
は制振板上に設置されており、この際支持構造または制
振板の面積に対する防振突起部材の加振時の接触面積の
比が0.5%〜10%であり、防振突起部材の厚さが3
〜30mmである。 (2)防振突起部材が、常温で液状であって、常温で硬
化反応又は発泡硬化反応する物質の硬化物が含浸されて
いる繊維状物である。防振突起部材が支持構造または制
振板に対して設置されており、この際支持構造または制
振板の面積に対する防振突起部材の加振時の接触面積の
比が2〜40%であり、防振突起部材の厚さが3〜30
mである。
The vibration-proof projection member will be described below. The anti-vibration protrusion member referred to in the present application has an action of preventing the vibration of the plate-shaped body from propagating to the vibration-damping plate and the floor-body underneath thereof. The following are preferred. (1) Made of anti-vibration rubber. The anti-vibration protrusion member is installed on the support structure or the damping plate, and the ratio of the contact area of the anti-vibration protrusion member to the area of the support structure or the damping plate during vibration is 0.5% to 10%. And the thickness of the anti-vibration protrusion member is 3
~ 30 mm. (2) The vibration-proof protrusion member is a fibrous material that is liquid at room temperature and is impregnated with a cured product of a substance that undergoes a curing reaction or a foaming curing reaction at room temperature. The vibration-proof protrusion member is installed on the support structure or the damping plate, and the ratio of the contact area of the vibration-proof protrusion member to the area of the support structure or the damping plate at the time of vibration is 2 to 40%. , The thickness of the anti-vibration protrusion member is 3 to 30
m.

【0030】(3)防振突起部材が支持構造または制振
板に対して設置されており、この防振突起部材が、基板
に重量床衝撃が加わったときに基板の変形を抑制する変
形抑制部材を備えており、この変形抑制部材体が、剛性
材料からなる長尺状物からなり、この長尺状物の下側
に、ゴム、発泡体または繊維状物からなる振動絶縁材が
設けられている。 (4)防振突起部材が、床衝撃の加圧方向に対し直角方
向に向かって、互いに硬度の異なる弾性体、粘弾性体ま
たは発泡体によって形成されている。
(3) The vibration-proof projection member is installed on the support structure or the damping plate, and the vibration-proof projection member suppresses deformation of the substrate when a heavy floor impact is applied to the substrate. The deformation suppressing member body is made of a long material made of a rigid material, and a vibration insulating material made of rubber, foam or fibrous material is provided below the long material. ing. (4) The vibration-proof projection member is formed of an elastic body, a viscoelastic body, or a foamed body having different hardnesses in a direction perpendicular to the floor impact pressure direction.

【0031】(1)の防振ゴムは、防振ゴムが設置され
る床駆体又は制振板の面積に対する防振突起の加振時の
接触面積の比が0.5〜10%で好ましくは1〜5%で
あって、厚みが3〜30mmで好ましくは5〜20mm
であり、防振ゴムはゴム硬度がショアーAで30〜70
度、好ましくは40〜60度である。
The antivibration rubber of (1) is preferably such that the ratio of the contact area of the antivibration protrusions during vibration to the area of the floor-body or the damping plate on which the antivibration rubber is installed is 0.5 to 10%. Is 1 to 5% and the thickness is 3 to 30 mm, preferably 5 to 20 mm
The vibration-proof rubber has a rubber hardness of 30 to 70 in Shore A.
Degree, preferably 40 to 60 degrees.

【0032】加振時の接触面積の比が0.5%未満の場
合は、床荷重によるたわみ代が大きくなる。逆に10%
を超えると、加振力ピークを低減させる効果が徐々に悪
くなるため、不適であると共に、コストアップ要因とな
る。又、ゴム硬度が30度未満のときは床荷重により、
長期的に圧縮永久歪が生じ防音性能の悪化の危険性があ
る。逆に70度を超えると、接触面積の比を小さくする
必要があり、床の安定性に問題が生じたり、接触面積の
比を大きくすると防音性能が悪化する。
If the ratio of the contact area during vibration is less than 0.5%, the bending margin due to the floor load becomes large. Conversely, 10%
If it exceeds, the effect of reducing the peak of the excitation force gradually deteriorates, which is not suitable and causes a cost increase. Also, when the rubber hardness is less than 30 degrees, due to floor load,
There is a risk that compression set will occur in the long term and the soundproofing performance will deteriorate. On the other hand, if it exceeds 70 degrees, it is necessary to reduce the contact area ratio, which causes a problem in floor stability, and if the contact area ratio is increased, the soundproofing performance deteriorates.

【0033】防振ゴム自体は、常時かかる床荷重を考慮
すると、ゴム弾性に富む物が好ましい。又、防振ゴム
は、図10に一例を示す如く、床衝撃の加振時の加圧方
向及び又は前記加圧方向に対して直角方向に、高さの異
なる凹凸を設けることにより、加振力を段階的に弱め、
かつ加振時間を長くすることで加振力ピークを低減させ
る工夫が好ましい。前記観点から、防振ゴムは加圧方向
に対し直角方向に図11(b)に示す如く、貫通穴を設
けることも、加振力を段階的に弱め、加振力ピークを低
減させる効果は大である。
The anti-vibration rubber itself is preferably a rubber-rich material in consideration of the floor load applied all the time. Further, as shown in an example in FIG. 10, the anti-vibration rubber is provided with vibrations by providing unevenness having different heights in the pressing direction at the time of vibration of floor impact and / or in the direction perpendicular to the pressing direction. Gradually weaken the power,
In addition, it is preferable to devise to reduce the peak of the vibration force by lengthening the vibration time. From the above viewpoint, the anti-vibration rubber has a through-hole as shown in FIG. 11 (b) in the direction perpendicular to the pressing direction. Is large.

【0034】(4)のように、前記の防振ゴムに於て、
床衝撃の加圧方向に対し、直角方向に硬度の異なる弾性
体、粘弾性体、発泡体が形成された防振ゴムは、図2、
図11に例示する如く、床衝撃の加振時の加圧方向に対
し直角方向に高さの異なる凹凸の凹部に、粘弾性体や発
泡体を充填した場合も、加振力を段階的に弱め、かつ加
振時間を長くすることと更には粘弾性体や発泡体の変形
に係るエネルギーロスが生じるため、より大きな加振力
ピークの低減ができる。又、粘弾性体や発泡体は弾性体
の加振のはずみを防止する上でも非常に効果が高い。
As described in (4), in the above-mentioned anti-vibration rubber,
An anti-vibration rubber having an elastic body, a viscoelastic body, and a foam body having different hardness in a direction perpendicular to the floor impact pressure direction is shown in FIG.
As illustrated in FIG. 11, when the viscoelastic body or the foam is filled in concave and convex portions having different heights in the direction perpendicular to the pressing direction at the time of floor impact vibration, the vibration force is gradually increased. Since the vibration is weakened and the vibration time is lengthened, and further, energy loss associated with the deformation of the viscoelastic body or the foam occurs, a larger vibration force peak can be reduced. Further, the viscoelastic body or the foamed body is very effective in preventing the elastic body from vibrating.

【0035】前記凹部に充填する粘弾性体や発泡体は、
ホットメルト、反応硬化性液体、反応発泡硬化性液体、
コーキング、非加硫ブチルゴム組成物等を例示すること
ができる。
The viscoelastic body or the foam filled in the recess is
Hot melt, reactive curable liquid, reactive foam curable liquid,
Examples include caulking and non-vulcanized butyl rubber compositions.

【0036】防振ゴム自体を、硬度の異なる弾性体や粘
弾性体や発泡体の組合せとすることも有効である。硬度
の異なるゴムの組合せは、床衝撃の加圧方向に対して直
角方向に設けることができる。この場合も、前述したよ
うに、加圧方向に直角に貫通穴を設けて加振力のピーク
を低減させることもできる。一方、防振ゴムは、二重床
で使用されるような金属やプラスチックの高さ調整用の
ネジ部をゴムに設けることは厳禁である。加振時のゴム
を介した金属の加振となり重量衝撃音の悪化を伴うもの
である。
It is also effective to use the vibration-proof rubber itself as a combination of elastic bodies, viscoelastic bodies and foams having different hardness. A combination of rubbers having different hardnesses can be provided in a direction perpendicular to the pressing direction of floor impact. Also in this case, as described above, it is possible to reduce the peak of the exciting force by providing the through hole at right angles to the pressing direction. On the other hand, it is strictly prohibited to provide the rubber with a screw portion for height adjustment of metal or plastic, which is used for a double floor. When vibrating, the metal is vibrated through the rubber, and the weight impact sound becomes worse.

【0037】上記(2)においては、防振突起部材が設
置される床駆体又は制振板の面積に対する防振突起の加
振時の接触面積との比が2%〜40%で、更に好ましく
は3%〜15%である。2%未満では床荷重のたわみ代
が大きくなり好ましくない。又、逆に40%を超えると
加振時の変形が非常に少なくなり加振力ピークの低減量
が悪くなり不適当である。又、厚みは2mm〜20mm
で更に好ましくは3mm〜10mmである。2mm未満
では加振力ピークの低減効果が著しく悪化するので不適
である。逆に20mmを超えるとコスト高となるばかり
でなく、加振力ピークの低減効果が頭打ちとなるため、
厚くする意味がなくなる。
In the above item (2), the ratio of the area of the floor-body or the vibration damping plate on which the antivibration protrusion member is installed to the contact area of the antivibration protrusion at the time of vibration is 2% to 40%. It is preferably 3% to 15%. If it is less than 2%, the bending margin of the floor load becomes large, which is not preferable. On the other hand, if it exceeds 40%, the deformation at the time of vibration becomes extremely small and the reduction amount of the vibration force peak becomes worse, which is not suitable. Moreover, the thickness is 2 mm to 20 mm.
And more preferably 3 mm to 10 mm. If it is less than 2 mm, the effect of reducing the peak of the excitation force is significantly deteriorated, which is not suitable. On the contrary, if it exceeds 20 mm, not only the cost becomes high, but also the effect of reducing the peak of the excitation force reaches the ceiling,
There is no point in thickening.

【0038】上記(3)においては、防振突起部材が設
置される床駆体又は制振板の面積に対する防振突起の加
振時の接触面積との比が3%〜30%で更に好ましい範
囲は、5%〜20%である。3%未満では床荷重のたわ
み代が大きくなり好ましくない。逆に30%を超える
と、加振時の変形が非常に少なくなり加振力ピークの低
減量が悪くなり不適当である。又、厚みが5mm〜30
mmで、更に好ましい範囲は5mm〜20mmである。
5mm未満の場合は防振板の曲げ剛性を充分上げること
ができないので不適当である。30mmを超える場合は
床の総厚が増しすぎるため、好ましくない。
In the above (3), the ratio of the area of the floor-body or the damping plate on which the antivibration protrusion member is installed to the contact area of the antivibration protrusion during vibration is more preferably 3% to 30%. The range is 5% to 20%. If it is less than 3%, the bending margin of the floor load becomes large, which is not preferable. On the other hand, if it exceeds 30%, the deformation at the time of vibration becomes extremely small and the reduction amount of the vibration force peak deteriorates, which is not suitable. Also, the thickness is 5 mm to 30
In mm, a more preferable range is 5 mm to 20 mm.
If it is less than 5 mm, the flexural rigidity of the vibration-proof plate cannot be sufficiently increased, which is not suitable. When it exceeds 30 mm, the total thickness of the floor is excessively increased, which is not preferable.

【0039】防振突起部材が、基板に重量床衝撃が加わ
ったときに基板の変形を抑制する変形抑制部材を備えて
おり、この変形抑制部材が、剛性材料からなる長尺状物
からなる場合には、変形抑制部材は、たとえばアルミニ
ウム、鉄、ステンレス等の金属、塩化ビニル、アクリ
ル、スチレン、フェノール等のブラスチック、不飽和ポ
リエステルとグラウウール等のFRP、木材、紙等から
なる。長尺状体は、好ましくは、角柱、断面コの字状の
棒、管、断面波状板からなる。変形抑制部材の下、好ま
しくは支持構造や他の基板との接触面に、ゴムやポリマ
ーの発泡体、繊維状物等の振動絶縁材を設ける。
In the case where the anti-vibration protrusion member is provided with a deformation suppressing member for suppressing the deformation of the substrate when a heavy floor impact is applied to the substrate, and the deformation suppressing member is made of a long material made of a rigid material. The deformation suppressing member is made of, for example, a metal such as aluminum, iron or stainless steel, a plastic such as vinyl chloride, acrylic, styrene or phenol, an FRP such as unsaturated polyester and crow wool, wood or paper. The elongated body preferably comprises a prism, a rod having a U-shaped cross section, a tube, and a corrugated plate in cross section. A vibration insulating material such as a rubber or polymer foam or a fibrous material is provided under the deformation suppressing member, preferably on the contact surface with the support structure or another substrate.

【0040】その作用は、基板の曲げ剛性を増す大きな
効果が得られる。この防振突起部材は、基板の長手方向
に数本使用してもよく、例えば30cm位の長さにして
各々の間に隙間を15cmとって、隙間が交互になるよ
う、長手方向に数本の列にして取付けてもよい。
The action has a great effect of increasing the bending rigidity of the substrate. A plurality of the vibration-proof protrusion members may be used in the longitudinal direction of the substrate. For example, a length of about 30 cm may be used, and a gap of 15 cm may be provided between each of them so that the gaps alternate with each other. It may be installed in rows.

【0041】又、断面コの字状の棒、管、断面波状体の
場合は、コの字の棒の溝部、管の中部、断面波状板の少
なくとも片面の谷部に、常温で液状で尚かつ常温で硬化
反応又は発泡硬化反応を行う物質を注入し、硬化、発泡
硬化させることにより、変形抑制部材それ自体に制振効
果をも付与し、更に防振板の防振・制振効果を向上させ
る作用をする。
Further, in the case of a rod, a tube, or a corrugated body having a U-shaped cross section, it is still liquid at room temperature in the groove portion of the U-shaped rod, the middle part of the pipe, and the valley portion of at least one surface of the corrugated plate. In addition, by injecting a substance that undergoes a curing reaction or foaming curing reaction at room temperature, and curing and foaming curing, it also imparts a vibration damping effect to the deformation suppressing member itself, and further the vibration damping and vibration damping effect of the vibration damping plate Acts to improve.

【0042】又、防振突起部材は、接着剤で基板に固定
すればよい。しかし、変抑制部材は、基板の曲げ剛性
を高めて防振効果を発揮させる目的であるから、基板と
の固定はビスを使う方が効果が高くなる。従って、ビス
単独か、ビスと接着剤の併用によって、強固な固定をす
ることが望ましい。又、板状体の下部に設ける各防振突
起部材起の周囲に吸音材を設けると、更に歩行感の向上
効果が高くなる。
The vibration-proof projection member may be fixed to the substrate with an adhesive. However, deformation suppression member, because it is the purpose of exhibiting vibration damping effect by increasing the flexural rigidity of the substrate, fixing of the substrate is higher in the effect of using screws. Therefore, it is desirable that the screws be firmly fixed by using the screws alone or by using the screws and the adhesive in combination. Further, if a sound absorbing material is provided around each of the vibration-proofing projection members provided on the lower portion of the plate-shaped body, the walking feeling is further improved.

【0043】次に本発明の床下地材の施工について以下
に述べる。本願の床下地材を床駆体等の支持構造に施工
する場合、ALCの長手方向に直交するように制振板又
は防振板を設置し、その上の防振板又は制振板は下の制
振板、防振板の長手方向に直交するように設ける方が、
床の安定感が増す。しかし、制振板と防振板の方向によ
り音性能はほとんど変化がないので、いずれの方法で固
定してもよい。又、防振板上に制振板を設ける場合は、
ビス固定が適している。
Next, the construction of the floor base material of the present invention will be described below. When the flooring material of the present application is applied to a support structure such as a floor structure, a vibration damping plate or a vibration damping plate is installed so as to be orthogonal to the longitudinal direction of the ALC, and the vibration damping plate or the vibration damping plate above it is below. It is better to install it so that it is orthogonal to the longitudinal direction of the
Increases the stability of the floor. However, since the sound performance hardly changes depending on the directions of the vibration damping plate and the vibration damping plate, they may be fixed by any method. In addition, when installing the vibration damping plate on the vibration damping plate,
Suitable for fixing with screws.

【0044】又、歩行感をよくするには、吸音材を防振
突起の周囲に防振突起と同じ厚みか、やや薄く設けると
よい。逆に防振突起より厚く設けることは防音性能が2
50ヘルツでの共振より、悪くなる。
In order to improve the feeling of walking, it is advisable to provide the sound absorbing material around the vibration-proofing projections with the same thickness as or slightly thinner than the vibration-proofing projections. On the contrary, if it is thicker than the anti-vibration protrusion, the soundproof performance is 2
It is worse than the resonance at 50 Hertz.

【0045】又、施工する部屋の周囲は、防振板の防振
突起と同じ厚みで、きわ根太として前記吸音材を設ける
ことにより、防音性能を低下させることなく、家具等の
荷重による変位量を少なくすることができる。このこと
は、特に部屋形状により防振板を切断した時に、留意す
べき事項である。
In addition, the circumference of the room to be constructed has the same thickness as the vibration-proofing projections of the vibration-proofing plate, and the sound-absorbing material is provided as a grooving joist, so that the amount of displacement due to the load of furniture or the like can be prevented without lowering the sound-proofing performance. Can be reduced. This is a matter to be noted especially when the anti-vibration plate is cut due to the room shape.

【0046】[0046]

【実施例】以下に実施例を示し、本発明の具体的な説明
を行う。
EXAMPLES The present invention will be described in detail below with reference to examples.

【0047】(参考例1) 試験体の作成:図1に示す床構造を作製した。12mm
厚×900mm幅×1800mm長さの合板4Aにアク
リルエマルジョン系接着剤を塗布し、配合処方例 No.1
に示す厚さ3mmの非加硫ブチル系シート5Aを貼合せ
て、厚さ15mmの制振板8Aを作成した。次に、パー
ティクルボード1A(9mm厚×900mm幅×180
0mm長さ)に、厚さ20mmで、接地側が直径51m
mの硬度50の加硫防振ゴムからなる防振突起部材2A
を、クロロプレン系接着剤で貼り付け、防振板7A(2
9mm厚)を作成した。
Reference Example 1 Preparation of Specimen: The floor structure shown in FIG. 1 was prepared. 12 mm
Acrylic emulsion-based adhesive is applied to plywood 4A with a thickness of 900 mm and a width of 1800 mm, and compounding formulation example No. 1
The non-vulcanized butyl-based sheet 5A having a thickness of 3 mm shown in FIG. Next, particle board 1A (9 mm thickness x 900 mm width x 180
0mm length), thickness 20mm, ground side diameter 51m
Anti-vibration protrusion member 2A made of vulcanized anti-vibration rubber having a hardness of 50 m
Is attached with a chloroprene adhesive, and the vibration-proof plate 7A (2
9 mm thick) was prepared.

【0048】ただし、防振突起部材2Aの形態は、図1
0に示す防振突起部材2Hとした。防振突起部材2H
は、本体47と、基板への取り付け部46とを備えてい
る。本体47の設置面側には、ともに同心円形状の突起
48、49、50が設けられており、突起48と49と
の間に同心円状の凹部52が形成されており、突起49
の内側に円形の凹部51が形成されている。突起48は
49とは突起50よりも高く突出している。最初の設置
時には、突起48と49とが、支持構造または基板に対
して接触しており、加振時には更に突起50が支持構造
または基板に接触する。防振突起部材2の設置位置は、
図12に示した。
However, the form of the vibration-proof projection member 2A is as shown in FIG.
The vibration-proof projection member 2H shown in FIG. Anti-vibration protrusion member 2H
Includes a main body 47 and a mounting portion 46 to the substrate. On the installation surface side of the main body 47, concentric circular protrusions 48, 49 and 50 are provided, and a concentric circular concave portion 52 is formed between the protrusions 48 and 49.
A circular recess 51 is formed on the inside. The protrusion 48 and the protrusion 49 are higher than the protrusion 50. At the time of initial installation, the protrusions 48 and 49 are in contact with the support structure or the substrate, and during vibration, the protrusion 50 is further in contact with the support structure or the substrate. The installation position of the anti-vibration protrusion member 2 is
It is shown in FIG.

【0049】参考例例1の施工:床駆体ALC(100
mm厚×600mm幅×1800mm長さ)を3枚敷設
し、床駆体6を作製した。これにアクリルエマルジョン
系接着剤で制振板8Aを貼り付ける。このとき、ALC
の長手方向に直交する方向で貼り付けた。その上に、防
振突起部材面に両面テープを貼り付けて、防振板7Aを
制振板8Aの長手方向に直交する方向で固定して、床下
地材とした。積層断面は図1に示した。
The construction of Reference Example Example 1: floor precursor ALC (100
(mm thickness × 600 mm width × 1800 mm length) was laid, and a floor driving body 6 was produced. The damping plate 8A is attached to this with an acrylic emulsion adhesive. At this time, ALC
Was affixed in the direction orthogonal to the longitudinal direction. Then, a double-sided tape was attached to the surface of the vibration-proof projection member, and the vibration-proof plate 7A was fixed in the direction orthogonal to the longitudinal direction of the vibration-damping plate 8A to obtain a floor base material. The laminated cross section is shown in FIG.

【0050】参考例1の測定:参考例1の床下地に墨線
を打ち、図13に示すように、4点の打撃点35を定
め、バングマシンにて各々4点の打撃点に加振を行っ
た。図14に示すように、下室の5点の測定点にマイク
36を、床上1.2メートルの高さに置き、JIS
に従って測定した結果を表2に示した。
[0050] Determination of Reference Example 1: hit the cutting line on the subfloor in Reference Example 1, as shown in FIG. 13, defining a striking point 35 of the four points, the excitation to the striking point of each four in Bang machine went. As shown in FIG. 14, the microphones 36 are placed at the five measurement points in the lower chamber at a height of 1.2 meters on the floor, and
The results measured according to Table 2 are shown in Table 2.

【0051】(実施例) 試験体の作成:図2に示す床下地材を作製した。2.5
mm厚×900mm幅×1800長さの合板4A、4B
を2枚用意し、1枚の合板4Bの片面に、0.27mm
厚×900mm幅×1800mm長さのトタン板10を
エポキシ系接着剤で貼合せ、合板4Bの残った片面に、
線径0.1mmのステンレス鋼線製織金網9を設置し
た。この状態で、エポキシ系接着剤41で、もう1枚の
合板4Aとはさみ、約5.5mm厚の板状体15Aを得
た。
Example 1 Preparation of Specimen: A floor base material shown in FIG. 2 was prepared. 2.5
mm thickness x 900 mm width x 1800 length plywood 4A, 4B
2 pieces are prepared, and 0.27 mm is attached to one side of one plywood 4B.
The galvanized iron plate 10 having a thickness of 900 mm and a width of 1800 mm is attached with an epoxy adhesive, and the remaining one surface of the plywood 4B is
A stainless steel wire woven wire net 9 having a wire diameter of 0.1 mm was installed. In this state, it was sandwiched with the epoxy adhesive 41 and the other plywood 4A to obtain a plate-shaped body 15A having a thickness of about 5.5 mm.

【0052】一方で、配合処方例 No.2に示した常温で
液状で尚かつ常温で発泡硬化反応する物質を、5mm厚
のポリエステル不織布全体に含浸発泡硬化し、制振層1
1を作製した。これを、トタン板10の下面に、ブチル
ゴム系粘着剤で貼合せ、制振板8B(10.5mm厚)
を得た。
On the other hand, the 5 mm thick polyester non-woven fabric was impregnated and foam-cured by impregnating the whole of the 5 mm-thick polyester non-woven fabric with the substance which is liquid at room temperature and foams and hardens at room temperature as shown in Formulation Example No. 2.
1 was produced. This is attached to the lower surface of the galvanized iron plate 10 with a butyl rubber adhesive, and the vibration damping plate 8B (10.5 mm thickness)
Got

【0053】次に、9mm厚×900mm幅×1800
mm長さの合板1Aを準備した。硬度40の内径5m
m、外形25mmの筒状ゴム13を内側にし、外側に硬
度60の内径25mm外径30mmの筒状ゴム12を形
成し、厚さ10mmの筒状二層加硫ゴムを作製し、防振
突起部材2Bを得た。14は空洞である。合板1Aに対
して、防振突起部材2Bを、ウレタン系−液型接着剤で
固定して、防振板7B(19mm厚)を得た。防振突起
部材の割付位置は、参考例1と同様とした。
Next, 9 mm thickness x 900 mm width x 1800
Plywood 1A having a length of mm was prepared. Hardness 40 inner diameter 5m
m, a tubular rubber 13 having an outer diameter of 25 mm is placed inside, and a tubular rubber 12 having an inner diameter of 25 mm and an outer diameter of 30 mm is formed on the outer side to produce a tubular two-layer vulcanized rubber having a thickness of 10 mm, and a vibration-proof protrusion. Member 2B was obtained. 14 is a cavity. The vibration-proof projection member 2B was fixed to the plywood 1A with a urethane-based liquid adhesive to obtain a vibration-proof plate 7B (19 mm thick). The allocation position of the vibration-proof projection member was the same as in Reference Example 1.

【0054】実施例の施工:参考例1と同様に、AL
C床駆体の上に制振板8Bを設け、その上に防振板7B
を設けて床下地材を施工した。実施例の測定:参考例
1と同様にした。
Construction of Example 1 : AL as in Reference Example 1
Damping plate 8B is provided on the C floor vehicle, and vibration damping plate 7B is provided on it.
Was installed and the floor base material was constructed. Measurement of Example 1 : Same as Reference Example 1.

【0055】(参考例2) 試験体の作成:図3に示す積層構造を有する床下地材を
作製した。加硫ゴム粉砕品と、ゴムスポンジ粉砕品を混
合し、−液硬化型ウレタンをバインダーとして圧縮成型
し、厚さ5mmの成形体17を作製した。成形体17の
下面に、線径0.1mmのステンレス鋼線製織金網9を
エポキシ系接着剤41で、厚さ2.5mmの合板4Bに
貼付けた。成形体17の他方の面に、合板4A(厚さ
2.5mm)をエポキシ系接着剤で貼合せ、11mm厚
の板状体15Bを作った。配合処方例 No.3に示す比重
2.7の非加硫ブチルゴム系シート18(3mm厚)を
ブチルゴム糊で板状体15Bに貼り合せ、制振板8C
(14mm厚)を作った。
Reference Example 2 Preparation of Specimen: A floor base material having a laminated structure shown in FIG. 3 was prepared. A vulcanized rubber crushed product and a rubber sponge crushed product were mixed and compression-molded using a -liquid curable urethane as a binder to prepare a molded body 17 having a thickness of 5 mm. On the lower surface of the molded body 17, a stainless steel wire woven wire net 9 having a wire diameter of 0.1 mm was attached to a plywood 4B having a thickness of 2.5 mm with an epoxy adhesive 41. Plywood 4A (thickness: 2.5 mm) was attached to the other surface of the molded body 17 with an epoxy adhesive to form a plate-shaped body 15B having a thickness of 11 mm. A non-vulcanized butyl rubber sheet 18 (3 mm thick) having a specific gravity of 2.7 shown in Formulation Example No. 3 is attached to the plate-like body 15B with butyl rubber paste, and the vibration damping plate 8C is used.
Made (14 mm thick).

【0056】次に、7mm厚の不織布に、配合処方例 N
o.4に示す、常温で液状で尚かつ常温硬化性を有する物
質を塗布し、不織布全体に含浸させ、厚さ8mmの不織
布含浸ゴムシートを作った。次に、前記不織布含浸ゴム
シートを、8mm厚×50mm×200mmにカット
し、直方体形状の防振突起部材2Cを製造した。厚さ9
mmのパーチクルボード1Aに、参考例1と同じ割付位
置に、ブチルゴム糊にて防振突起部材2Cを貼付け、防
振板7C(17mm厚)を得た。
Next, a compounding recipe example N was applied to a 7 mm thick non-woven fabric.
A non-woven fabric impregnated rubber sheet having a thickness of 8 mm was prepared by applying a substance that is liquid at room temperature and has room temperature curability as shown in o. Next, the non-woven fabric-impregnated rubber sheet was cut into a thickness of 8 mm × 50 mm × 200 mm to manufacture a rectangular parallelepiped vibration-proofing projection member 2C. Thickness 9
A vibration-proof projection member 2C was attached to the particle board 1A having a size of 1 mm at the same allocation position as in Reference Example 1 with butyl rubber paste to obtain a vibration-proof plate 7C (thickness: 17 mm).

【0057】参考例2の施工:参考例1と同様にして、
ALC床駆体の上に、制振板8Cを設け、その上に防振
板7Cを設け、床下地材を施工した。
Construction of Reference Example 2 : In the same manner as in Reference Example 1,
A vibration damping plate 8C was provided on the ALC floor vehicle, a vibration damping plate 7C was provided thereon, and a floor base material was applied.

【0058】(実施例) 図4に示す床下地材を作製した。2.5mm厚さの合板
4A、4Bを、紙製ハニカム構造体19(5mm厚)の
上下に、エポキシ系接着剤で固定し、中空ハニカム板状
体を作った。14は空洞である。合板4Bの表面に、配
合処方例 No.2に示す常温で液状で尚かつ常温で発泡硬
化反応する物質を3mm厚で設け、硬化させ、制振層2
1を作製した(厚さ13mm)。
Example 2 A floor base material shown in FIG. 4 was produced. Plywoods 4A and 4B having a thickness of 2.5 mm were fixed on the upper and lower sides of the paper honeycomb structure 19 (thickness of 5 mm) with an epoxy adhesive to form a hollow honeycomb plate-shaped body. 14 is a cavity. On the surface of the plywood 4B, a material that is liquid at room temperature and has a foaming hardening reaction at room temperature as shown in Formulation Example No. 2 is provided with a thickness of 3 mm and is cured, and the damping layer 2
1 was produced (thickness 13 mm).

【0059】次に、厚さ10mm×幅25mm×1.8
長さの、断面コの字状で板厚0.5mmの鉄製棒からな
る変形抑制部材20の中に、配合処方例4の物質を注型
発泡硬化させ、厚さ13mmの粘弾性体層21を形成
し、防振突起部材2Dを得た。厚さ12mmの合板1A
に、4本の防振突起部材21を、200mmピッチでビ
ス止め固定して、防振板7D(厚さ25mm)を得た。
Next, thickness 10 mm × width 25 mm × 1.8
A viscoelastic material layer 21 having a thickness of 13 mm was obtained by casting, foaming and curing the substance of the compounding formulation example 4 into a deformation suppressing member 20 made of an iron rod having a U-shaped cross section and a plate thickness of 0.5 mm. Then, a vibration-proof projection member 2D was obtained. Plywood 1A with a thickness of 12 mm
Then, the four vibration-proof protrusion members 21 were fixed with screws at a pitch of 200 mm to obtain a vibration-proof plate 7D (thickness: 25 mm).

【0060】実施例の施工:参考例1と同様にして、
ALC床駆体の上に制振板8Dを設け、その上に防振板
7Dを設けて、床下地材を施工した。
Construction of Example 2 : In the same manner as in Reference Example 1,
A vibration damping plate 8D was provided on the ALC floor vehicle, a vibration damping plate 7D was provided thereon, and a floor base material was constructed.

【0061】(参考例3) 図5に示す床下地材を作製した。2.5mm厚の合板4
Aと、熱可塑性エラストマーSIS系シート22(1.
5mm厚)と、2.5mm厚の合板4Bを貼り、板状体
15Dを得た。更に、合板4Bの表面に配合処理例 No.
1の1.5mm厚非加硫ブチルゴムシート5を貼って、
8mm厚の制振板8Eを作った。
Reference Example 3 A floor base material shown in FIG. 5 was produced. 2.5 mm thick plywood 4
A and the thermoplastic elastomer SIS-based sheet 22 (1.
5 mm thick) and 2.5 mm thick plywood 4B were attached to obtain a plate-shaped body 15D. Furthermore, compounding example No. was applied to the surface of plywood 4B.
Adhere the 1.5 mm thick non-vulcanized butyl rubber sheet 5 of 1,
An 8 mm thick damping plate 8E was made.

【0062】次に、5.5mm合板1Aの片面に、5m
m厚のアルミニウム製のハニカム構造体19を設け、ハ
ニカム構造体19の空洞内に、配合処方例 No.4の常温
反応硬化をする物質を充填し、硬化物23を生成させ
た。このハニカム構造体の他方の表面に、2.5mm厚
さの合板1Bをを貼り合せ、板状体42Aを得た。図1
0の防振突起部材2Hを、厚さ5.5mmの合板1B側
に設けて、3.3mm厚の防振板7Eを作った。
Next, on one side of the 5.5 mm plywood 1A, 5 m
A honeycomb structure 19 made of aluminum and having a thickness of m was provided, and the cavity of the honeycomb structure 19 was filled with the substance that was subjected to the room temperature reaction curing of the compounding formulation example No. 4 to generate a cured product 23. A plywood 1B having a thickness of 2.5 mm was attached to the other surface of the honeycomb structure to obtain a plate-shaped body 42A. Figure 1
The vibration-proof protrusion member 2H of No. 0 was provided on the side of the plywood 1B having a thickness of 5.5 mm to form the vibration-proof plate 7E having a thickness of 3.3 mm.

【0063】参考例3の施工:ALC床駆体の上に防振
板7Eを設け、その上に制振板8Eを設けて床下地材を
施工した。
Construction of Reference Example 3 : A vibration-proof plate 7E was provided on the ALC floor vehicle, and a vibration-damping plate 8E was provided thereon to construct a floor base material.

【0064】(参考例4) 床下地材の作製:参考例3の制振板8E、防振板7Eを
作製した。更に、20mm厚の96Kグラスウールを準
備し、このグラスウールの一部に、直径φ50mmの貫
通孔を複数設け、図6に示す形状の吸音材24を作製し
た。吸音材24の各貫通孔の中に、それぞれ、防振突起
部材2Aを収容した。吸音材24を、合板1Bにスプレ
ー糊で貼り付け、新たに防振板7Fを作製した。なお、
15E、42Bは板状体であり、8Fは制振板である。
Reference Example 4 Preparation of Floor Substrate: The damping plate 8E and the vibration damping plate 7E of Reference Example 3 were prepared. Furthermore, 96 K glass wool having a thickness of 20 mm was prepared, and a plurality of through holes each having a diameter of 50 mm were provided in a part of this glass wool to produce the sound absorbing material 24 having the shape shown in FIG. The anti-vibration projection members 2A were housed in the respective through holes of the sound absorbing material 24. The sound absorbing material 24 was attached to the plywood 1B with a spray paste to newly prepare a vibration damping plate 7F. In addition,
15E and 42B are plate-like bodies, and 8F is a damping plate.

【0065】参考例4の施工:床駆体のALC上に長手
方向が直交するように、防振板7Fを置き、更にその上
に長手方向が直交するように制振板8Fをビス止めし、
床下地材とした。
Construction of Reference Example 4 : A vibration damping plate 7F was placed on the ALC of the floor structure so that the longitudinal directions were orthogonal to each other, and a vibration damping plate 8F was screwed onto the vibration damping plate 7F so that the longitudinal directions were orthogonal to each other. ,
Used as a floor base material.

【0066】(実施例) 床下地材の作製:厚み10mm×幅2.5mm×1.8
mm長さの、断面コの字の板厚0.5mmの鉄製棒を準
備し、これを変形抑制部材20とした。参考例1におけ
る防振板7Aにおいて、基板1Aの防振突起部材側に、
変形抑制部材20を、ビスで200mmピッチで4本固
定した。制振板は、実施例の制振板8Dを使用した
(図7では8G)。15Fは板状体である。
(Example 3 ) Preparation of floor base material: thickness 10 mm x width 2.5 mm x 1.8
An iron rod having a U-shaped cross section and a plate thickness of 0.5 mm was prepared and used as a deformation suppressing member 20. In the vibration-proof plate 7A in Reference Example 1, on the vibration-proof protrusion member side of the substrate 1A,
Four deformation suppressing members 20 were fixed with screws at a 200 mm pitch. The damping plate used was the damping plate 8D of Example 2 (8G in FIG. 7). 15F is a plate-shaped body.

【0067】実施例の施工:床駆体のALCの上に防
振板7Gを設け、その上に制振板8Gを設けて床下地材
とした。
Construction of Example 3 : A vibration damping plate 7G was provided on the ALC of the floor precursor, and a vibration damping plate 8G was provided thereon to form a floor base material.

【0068】(実施例) 床下地材の作製:図8に示す床下地材を作製した。5.
5mm厚の合板4の片面に、厚さ100μmのアルミニ
ウム箔50をウレタン系接着剤で貼り付け、板状体15
Gを得た。アルミニウム箔50に、配合処方例 No.3に
示した高比重非加硫ブチルゴムシート18(厚さ2m
m)を貼付、制振板8H(7.6mm厚)を作った。
(Example 4 ) Preparation of floor base material: The floor base material shown in FIG. 8 was prepared. 5.
An aluminum foil 50 having a thickness of 100 μm is attached to one surface of a plywood 4 having a thickness of 5 mm with a urethane adhesive to form a plate-shaped body 15.
Got G. High specific gravity non-vulcanized butyl rubber sheet 18 (thickness: 2 m) shown in compounding formulation example No. 3 on aluminum foil 50.
m) was attached, and a vibration damping plate 8H (7.6 mm thick) was made.

【0069】次に、鉄製角形パイプ26(20mm厚×
40mm幅×1.8m長さ)の中空部に、配合処方例 N
o.2の常温発泡硬化する物質を注入発泡硬化させ、硬化
物21を充填し、変形抑制部材27を得た。一方で、配
合処方例 No.4の物質を2mm厚不織布に塗布し、2m
m厚の全部含浸不織布28を作成し、変形抑制部材27
の下面に、40mm×100mmの大きさで300mm
ピッチで貼付けた。この貼付け面が外側になるように、
5.5mm厚さの合板1に対して、各防振突起部材2E
を200mmピッチでビス止めし、1枚の合板1に3本
固定して、防振板7H(27.5mm厚)とした。
Next, the square iron pipe 26 (20 mm thick x
(40 mm width x 1.8 m length) in the hollow part, compounding formulation example N
The normal temperature foam-hardening substance of o.2 was injected, foam-hardened, and filled with the hardened material 21 to obtain the deformation suppressing member 27. On the other hand, apply the substance of compounding recipe example No. 4 to a 2 mm thick non-woven fabric and
The m-thickness all-impregnated non-woven fabric 28 is formed, and the deformation suppressing member 27
On the underside of the, 300 mm with a size of 40 mm x 100 mm
I pasted it on the pitch. So that this sticking surface is on the outside
For each plywood 1 having a thickness of 5.5 mm, each vibration-proof projection member 2E
Was fixed with a screw at a pitch of 200 mm, and three pieces were fixed to one plywood 1 to form a vibration-proof plate 7H (27.5 mm thick).

【0070】実施例の施工:床駆体のALCの上に防
振板7Hを設け、その上に制振板8Hを設けて床下地材
とした。
Construction of Example 4 : A vibration damping plate 7H was provided on the ALC of the floor precursor, and a vibration damping plate 8H was provided thereon to form a floor base material.

【0071】(参考例5) 試験体の作成:フィルムで作られた、空気室29とフィ
ルムのみの空隙部とを交互に有する基材45に、配合処
方例 No.2に示した常温発泡硬化反応物を注入し、空気
室29と発泡硬化物21を同一平面上に交互に形成し、
4mm厚の基材45を作製した。9mm厚×900mm
幅×1800mm長さの合板4に、基材45をブチルゴ
ム糊にて貼合せ、13mm厚の制振板8Iを作成した。
Reference Example 5 Preparation of Specimen: A base material 45 made of a film and having alternating air chambers 29 and voids only in the film was used, and the room temperature foam curing shown in Formulation Example No. 2 was performed. The reactants are injected to alternately form the air chambers 29 and the foamed and cured products 21 on the same plane,
A base material 45 having a thickness of 4 mm was produced. 9mm thickness x 900mm
The base material 45 was bonded to the plywood 4 having a width of 1800 mm and a butyl rubber paste to form a vibration damping plate 8I having a thickness of 13 mm.

【0072】次に、参考例1で供試したと同じ防振突起
部材(図10の防振突起部材2H)の凹部51、52
に、図11(a)、(b)に示すように、配合処方例 N
o.4の常温硬化反応物を流し込み硬化させ、硬化物54
を生成させ、防振突起部材2Iを作製した。これを防振
突起部材の本体31とした。
Next, the recesses 51 and 52 of the same vibration-proof protrusion member (vibration-proof protrusion member 2H in FIG. 10) as the sample tested in Reference Example 1 were used.
As shown in FIGS. 11 (a) and 11 (b),
O.4 room temperature curing reaction product is poured and cured to obtain a cured product 54.
Then, the vibration-proof projection member 2I was produced. This was used as the main body 31 of the vibration-proof projection member.

【0073】次いで、この防振ゴム本体31の加振方向
と直交方向に2mm径の貫通穴30をあけ、これを防振
突起部材2Fとした。9mm厚×900mm幅×180
0mm長さのパーチクルボード1に防振突起部材2Fを
取り付け、29mm厚の防振板7Iを作成した。
Next, a through hole 30 having a diameter of 2 mm was made in the vibration isolating direction of the vibration isolating rubber main body 31 in a direction orthogonal to the vibration exciting body 31 to form a vibration isolating projection member 2F. 9mm thickness x 900mm width x 180
The vibration-proof protrusion member 2F was attached to the particle board 1 having a length of 0 mm to prepare a vibration-proof plate 7I having a thickness of 29 mm.

【0074】参考例5の施工:床駆体のALCの上に防
振板7Iを設け、その上に制振板8Iを設けて床下地材
とした。
Construction of Reference Example 5 : A vibration-proof plate 7I was provided on the ALC of the floor precursor, and a vibration-damping plate 8I was provided thereon to obtain a floor base material.

【0075】(比較例1) 実施例1〜4及び参考例1〜4の床駆体のALCの状態
で、参考例1と同様の測定をした。尚、実施例1〜4及
び参考例1〜4、比較例1ともに、床駆体の下部は50
mmグラスウール石膏ボード12.5mm厚1枚を設け
ている。
[0075] In the state of (Comparative Example 1) Example 1-4 and ALC floor precursor of Reference Examples 1 to 4 was measured similarly as in Reference Example 1. In addition, Examples 1 to 4
In each of Reference Examples 1 to 4 and Comparative Example 1, the bottom of the floor precursor is 50
One mm glass wool gypsum board 12.5 mm thick is provided.

【0076】[0076]

【表1】 [Table 1]

【0077】[0077]

【表2】 [Table 2]

【0078】[0078]

【発明の効果】この結果から分かるように、本発明によ
れば床下地材は、所定の制振板と、互いに硬度の異な
る複数の防振突起部材を備える防振板とが積層されて形
成されており、前記互いに硬度の異なる各防振突起部材
によって加振力ピークが大きく低減され、幅広い周波数
範囲にわたって、重量床衝撃音が大幅に改善される。
るいはまた、本発明によれば、床下地材は、所定の制振
板と、複数の防振突起部材及び所定の変形抑制部材を備
える防振板とが積層されて形成されており、前記複数の
防振突起部材によって加振力ピークが低減すると共に前
記変形抑制部材が防振板の基板の曲げ剛性を増し、防振
板の防振効果をより一層高めるので、幅広い周波数範囲
にわたって、重量床衝撃音が大幅に改善される。
As can be seen from these results, the present invention
If so , the floor base material and the predetermined damping plate have different hardness.
And a vibration-proof plate with a plurality of vibration-proof protrusions
Each of the vibration-proof protrusion members made of different hardness
The excitation force peak is greatly reduced by the above, and the heavy floor impact sound is greatly improved over a wide frequency range. Ah
In addition, according to the present invention, the floor base material has a predetermined vibration damping property.
Equipped with a plate, a plurality of anti-vibration protrusion members and a predetermined deformation suppression member
The anti-vibration plate is laminated to form a plurality of
The vibration-proof protrusion reduces the peak of the excitation force and
The deformation suppression member increases the flexural rigidity of the board of the anti-vibration plate,
Wider frequency range because it further enhances the anti-vibration effect of the plate
Over, heavy floor impact sound is significantly improved.

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

【図1】 本発明の参考例1の床下地材の積層断面図で
ある。
FIG. 1 is a laminated cross-sectional view of a floor base material of Reference Example 1 of the present invention.

【図2】 本発明の実施例の床下地材の積層断面図で
ある。
FIG. 2 is a laminated cross-sectional view of a floor base material of Example 1 of the present invention.

【図3】 本発明の参考例2の床下地材の積層断面図で
ある。
FIG. 3 is a laminated cross-sectional view of a floor base material of Reference Example 2 of the present invention.

【図4】 本発明の実施例の床下地材の積層断面図で
ある。
FIG. 4 is a laminated sectional view of a floor base material of Example 2 of the present invention.

【図5】 本発明の参考例3の床下地材の積層断面図で
ある。
FIG. 5 is a laminated cross-sectional view of a floor base material of Reference Example 3 of the present invention.

【図6】 本発明の参考例4の床下地材の積層断面図で
ある。
FIG. 6 is a laminated cross-sectional view of a floor base material of Reference Example 4 of the present invention.

【図7】 本発明の実施例の床下地材の積層断面図で
ある。
FIG. 7 is a laminated cross-sectional view of a floor base material of Example 3 of the present invention.

【図8】 本発明の実施例の床下地材の積層断面図で
ある。
FIG. 8 is a laminated cross-sectional view of a floor base material of Example 4 of the present invention.

【図9】 本発明の参考例5の床下地材の積層断面図で
ある。
FIG. 9 is a laminated sectional view of a floor base material of Reference Example 5 of the present invention.

【図10】 (a)は、実施例3、参考例1、3、4
用いた防振突起部材2Hの底面図であり、(b)は、防
振突起部材2Hの断面図である。
10A is a bottom view of the vibration-proof protrusion member 2H used in Example 3 and Reference Examples 1 , 3, and 4 , and FIG. 10B is a cross-sectional view of the vibration-proof protrusion member 2H.

【図11】 実施例で使用した防振突起部材2Iの概
要図である。(a)は、接地面側の底面図であり、
(b)は横断面図である。
FIG. 11 is a schematic view of a vibration-proof protrusion member 2I used in Example 5 . (A) is a bottom view of the ground plane side,
(B) is a cross-sectional view.

【図12】 防振板裏面の防振突起の割付図である。FIG. 12 is an allocation view of a vibration-proof protrusion on the back surface of the vibration-proof plate.

【図13】 床下地材の打撃点を示す図である。FIG. 13 is a diagram showing striking points of a floor base material.

【図14】 受音室の受音点であるマイク位置を示す平
面図である。
FIG. 14 is a plan view showing a microphone position which is a sound receiving point in a sound receiving room.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−4015(JP,A) 特開 平7−82866(JP,A) 特開 平6−240851(JP,A) 実開 平4−82247(JP,U) 実開 昭61−184040(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 1/62 - 1/92,1/98,1/99 E04B 5/43 E04F 15/18 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-7-4015 (JP, A) JP-A-7-82866 (JP, A) JP-A-6-240851 (JP, A) Actual Kaihei 4- 82247 (JP, U) Actual development Sho 61-184040 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 1/62-1 / 92,1 / 98,1 / 99 E04B 5/43 E04F 15/18

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 床板と、この床板を支持する建築物の支
持構造とを備えており、前記床板が、床下地材と、この
床下地材の上に敷設されている化粧板とを備えている建
築物の床構造であって、 前記支持構造 上に敷設されるべき床下地材が、 剛性を有する第一の板状体および第一の板状体の少なく
とも一方の面に設けられている粘弾性体からなる制振層
を有する制振板と、 剛性を有する第二の板状体および第二の板状体の少なく
とも一方の面に設けられている複数の弾性体製の防振突
起部材を有し、前記複数の防振突起部材が互いに離れて
いる防振板とを備えており、前記防振突起部材が前記板
状体の振動をその下部の制振板や床躯体に伝播すること
を防止し、前記防振突起部材が、床衝撃の加圧方向に対
し直角方向に向かって、互いに硬度の異なる弾性体、粘
弾性体または発泡体によって形成されており、 前記制振板と前記防振板とが積層されており、 重量床衝撃音が低減され ることを特徴とする、建築物の
床構造。
1. A floorboard and a building support structure for supporting the floorboard, wherein the floorboard comprises a floor base material, and
A building equipped with a decorative board laid on the floor base material
In a floor structure of a structure, a floor base material to be laid on the support structure is a first plate-like body having rigidity and a viscous material provided on at least one surface of the first plate-like body. A damping plate having a damping layer made of an elastic body, a second plate-like body having rigidity, and a plurality of elastic vibration-proof projection members provided on at least one surface of the second plate-like body And a vibration-proof plate in which the plurality of vibration-proof protrusion members are separated from each other, and the vibration-proof protrusion members are the plates.
Propagation of the vibration of the body to the damping plate and the floor frame below it
The vibration-proof protrusion member is formed of an elastic body, a viscoelastic body, or a foam body having different hardnesses in a direction perpendicular to the pressing direction of the floor impact. anti-oscillation plate and are stacked, and wherein the Rukoto reduced weight floor impact sounds, buildings
Floor structure.
【請求項2】 床板と、この床板を支持する建築物の支
持構造とを備えており、前記床板が、床下地材と、この
床下地材の上に敷設されている化粧板とを備えている建
築物の床構造であって、 前記支持構造 上に敷設されるべき床下地材が、 剛性を有する第一の板状体および第一の板状体の少なく
とも一方の面に設けられている粘弾性体からなる制振層
を有する制振板と、 剛性を有する第二の板状体および第二の板状体の少なく
とも一方の面に設けられている複数の弾性体製の防振突
起部材を有し、前記複数の防振突起部材が互いに離れて
いる防振板とを備えており、前記防振突起部材が前記支
持構造または前記制振板に対して設置されており、前記
第二の板状体が剛性材料からなる基板を備えており、前
防振突起部材が、前記基板に重量床衝撃が加わったと
きに前記基板の変形を抑制する変形抑制部材を備えてお
り、この変形抑制部材が、剛性材料からなる長尺状物か
らなり、この長尺状物のに、ゴム、発泡体または繊維
状物からなる振動絶縁材が設けられており、この振動絶
縁材が支持構造や他の基板 と接触しており、 前記制振板と前記防振板とが積層されており、 重量床衝撃音が低減され ることを特徴とする、建築物の
床構造。
2. A floorboard and a building support structure for supporting the floorboard, wherein the floorboard is a floor base material, and
A building equipped with a decorative board laid on the floor base material
In a floor structure of a structure, a floor base material to be laid on the support structure is a first plate-like body having rigidity and a viscous material provided on at least one surface of the first plate-like body. A damping plate having a damping layer made of an elastic body, a second plate-like body having rigidity, and a plurality of elastic vibration-proof projection members provided on at least one surface of the second plate-like body And a plurality of anti-vibration protrusion members are provided apart from each other, the anti-vibration protrusion member is installed to the support structure or the damping plate, the second The plate-shaped body of claim 1 includes a substrate made of a rigid material, and the vibration-proof projection member includes a deformation suppressing member that suppresses deformation of the substrate when a heavy floor impact is applied to the substrate. suppression member is composed of elongated composed of a rigid material, in this elongated material, rubber Vibration isolation material made of foam or fibrous material is provided, the vibration insulation
The strip is in contact with the support structure or other substrate, and the damper plate the and the anti-oscillation plate are laminated, and wherein the Rukoto reduced weight floor impact sounds, buildings
Floor structure.
【請求項3】 床板と、この床板を支持する建築物の支
持構造とを備えており、前記床板が、床下地材と、この
床下地材の上に敷設されている化粧板とを備えている建
築物の床構造であって、 前記支持構造上に敷設されるべき床下地材が、 剛性を有する第一の板状体および第一の板状体の少なく
とも一方の面に設けられている粘弾性体からなる制振層
を有する制振板と、 剛性を有する第二の板状体および第二の板状体の少なく
とも一方の面に設けられている複数の弾性体製の防振突
起部材を有し、前記複数の防振突起部材が互いに離れて
いる防振板とを備えており、前記防振突起部材が前記支
持構造または前記制振板に対して設置されており、前記
第二の板状体が剛性材料からなる基板を備えており、前
記基板が、前記基板に重量床衝撃が加わったときに前記
基板の変形を抑制する変形抑制部材を備えており、この
変形抑制部材が、剛性材料からなる長尺状物からなり、
前記変形抑制部材が前記防振突起部材の側に設けられて
おり、 前記制振板と前記防振板とが積層されており、 重量床衝撃音が低減されることを特徴とする、建築物の
床構造。
3. A floorboard and a building support structure for supporting the floorboard, wherein the floorboard is a floor base material, and
A building equipped with a decorative board laid on the floor base material
In a floor structure of a structure, the floor base material to be laid on the support structure is composed of a rigid first plate-like body and a first plate-like body
Damping layer made of viscoelastic material provided on one surface
With a damping plate and a rigid second plate and a second plate less
Multiple anti-vibration bumps made of elastic material on one side
And a plurality of anti-vibration protrusion members separated from each other.
The vibration-proof plate, and
It is installed to the holding structure or the damping plate,
The second plate-shaped body is provided with a substrate made of a rigid material.
The substrate, when the heavy floor impact is applied to the substrate,
It is equipped with a deformation suppression member that suppresses the deformation of the substrate.
The deformation suppressing member is made of a long material made of a rigid material,
The deformation suppressing member is provided on the side of the vibration-proof protrusion member.
And a vibration damping plate and the vibration damping plate are laminated to reduce a heavy floor impact sound.
Floor structure.
【請求項4】 前記第一の板状体と前記第二の板状体と
が、剛性材料からなる基板と、前記基板に重量床衝撃が
加わったときに前記基板の変形を抑制する変形抑制層と
を備えており、この変形抑制層が、網、織布、または金
属箔からなることを特徴とする、請求項1−3のいずれ
か一つの請求項に記載の建築物の床構造。
4. The first plate-shaped body and the second plate-shaped body
However, if a substrate made of a rigid material is used and a heavy floor impact is applied to the substrate,
A deformation suppressing layer that suppresses deformation of the substrate when added
The deformation suppressing layer is made of mesh, woven cloth, or gold.
Any of claims 1-3, characterized in that it comprises a metal foil.
A floor structure for a building according to claim 1.
【請求項5】 前記第一の板状体と前記第二の板状体と
が、剛性材料からなる基板と、前記基板に重量床衝撃が
加わったときに前記基板の振動を吸収する振動吸収層と
を備えており、この振動吸収層が(a)−(b)のいず
れかであることを特徴とする、請求項1−3のいずれか
一つの請求項に記載の建築物の床構造。 (a)ダンボール状物中の中空部に、常温で液状であっ
て、常温で硬化反応又は発泡硬化反応する物質の硬化物
が充填されているダンボール状物 (b)中空押出セメント板状物中の中空部に、常温で液
状であって、常温で硬化反応又は発泡硬化反応する物質
の硬化物が充填されている中空押出セメント板状物
5. The first plate-shaped body and the second plate-shaped body
However, if a substrate made of a rigid material is used and a heavy floor impact is applied to the substrate,
A vibration absorbing layer that absorbs the vibration of the substrate when applied
And the vibration absorbing layer is one of (a)-(b)
Any one of claims 1-3, characterized in that
Floor structure of a building according to one claim. (A) It is liquid at room temperature in the hollow part of the corrugated cardboard.
Cured product of a substance that undergoes a curing reaction or foaming curing reaction at room temperature
Corrugated cardboard filled with (b) Hollow extrusion cement
A substance that is a substance that undergoes a curing reaction or foaming curing reaction at room temperature
Hollow extruded cement board filled with hardened material
【請求項6】 前記制振層が、(c)−(f)から選ば
れていることを特徴とする、請求項1−5のいずれか一
つの請求項に記載の建築物の床構造。 (c)再生ブチルゴムをゴム成分の30wt%以上含有
する非加硫ゴム (d)常温で液状であって、常温で硬化反応又は発泡硬
化反応する物質の硬化物 (e)繊維層に予め打ち抜き型で任意の寸法、形状で開
口させ、その開口中に常温で液状であって、常温で硬化
反応又は発泡硬化反応する物質を充填するもの (f)シート状物であって、基材と硬化物層とを備えて
おり、前記基材が樹脂のフィルムからなり、複数の空気
室が互いに離れて設けられており、隣り合う空気室の間
にそれぞれ空隙部が設けられており、前記硬化物層が、
常温で液状であって、常温で硬化反応又は発泡硬化反応
する物質の硬化物からなり、前記硬化物が前記空隙部に
充填されている、シート状物。
6. The damping layer is selected from (c)-(f).
6. The method according to claim 1, which is characterized in that
Floor structure of a building according to one claim. (C) Recycled butyl rubber is contained in an amount of 30 wt% or more of the rubber component.
Non-vulcanized rubber (d) that is liquid at room temperature and cures or foams at room temperature.
The cured product (e) of the substance that undergoes the chemical reaction is preliminarily opened in the fiber layer with a punching die in any size and shape.
It is liquid at room temperature and hardens at room temperature.
(F) a sheet-like material filled with a substance that reacts or foams and cures, comprising a substrate and a cured product layer
The base material is made of a resin film, and
The chambers are separated from each other and between the adjacent air chambers
Each has a void portion, the cured product layer,
It is liquid at room temperature and cures or foams at room temperature
Consisting of a cured product of a substance that
Filled, sheet-like material.
JP09479698A 1998-04-07 1998-04-07 Building floor structure Expired - Fee Related JP3477072B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09479698A JP3477072B2 (en) 1998-04-07 1998-04-07 Building floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09479698A JP3477072B2 (en) 1998-04-07 1998-04-07 Building floor structure

Publications (2)

Publication Number Publication Date
JPH11293810A JPH11293810A (en) 1999-10-26
JP3477072B2 true JP3477072B2 (en) 2003-12-10

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ID=14120044

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Country Link
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Publication number Priority date Publication date Assignee Title
JP4097894B2 (en) * 2000-12-28 2008-06-11 早川ゴム株式会社 Soundproof floor structure, soundproof flooring, and construction method of soundproof floor structure
FR2934288B1 (en) * 2008-07-24 2014-02-14 Weber & Broutin Sa ACOUSTIC IMPROVEMENT DEVICE FOR COATING UNDERCOAT.
JP5446459B2 (en) * 2009-05-25 2014-03-19 富士ゼロックス株式会社 Lubricant supply device and image forming apparatus
JP5901204B2 (en) * 2011-09-30 2016-04-06 住友林業株式会社 Sound insulation floor structure
WO2013168782A1 (en) * 2012-05-11 2013-11-14 株式会社ニコン Substrate case, substrate conveyance case, case cover, substrate conveyance system, and method for conveying substrate
KR101424055B1 (en) * 2013-06-04 2014-07-28 현대로템 주식회사 materials of soundproofing and dustproofing for rail vehicles
JP6467161B2 (en) * 2014-07-28 2019-02-06 パナソニックホームズ株式会社 Floor panel
CN104805924B (en) * 2015-04-20 2016-10-05 天津大学仁爱学院 A kind of two dimension spacing-type lead extrusion damper

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