JP3167926B2 - Floor slab structure - Google Patents

Floor slab structure

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Publication number
JP3167926B2
JP3167926B2 JP14923396A JP14923396A JP3167926B2 JP 3167926 B2 JP3167926 B2 JP 3167926B2 JP 14923396 A JP14923396 A JP 14923396A JP 14923396 A JP14923396 A JP 14923396A JP 3167926 B2 JP3167926 B2 JP 3167926B2
Authority
JP
Japan
Prior art keywords
sound
floor slab
hollow body
space
frame member
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
JP14923396A
Other languages
Japanese (ja)
Other versions
JPH09328857A (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 JP14923396A priority Critical patent/JP3167926B2/en
Publication of JPH09328857A publication Critical patent/JPH09328857A/en
Application granted granted Critical
Publication of JP3167926B2 publication Critical patent/JP3167926B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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版に関
し、床衝撃音の低減対策が必要な居住区の界床に好適で
あり、建築物の構造体がRC造のような剛構造ではな
く、戸建住宅や低層アパート等の、木造や鉄骨プレハブ
造のような柔構造の建築物の床に、特に適している。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor slab of a building, which is suitable for a floor in a residential area where measures to reduce floor impact noise are required. In particular, it is particularly suitable for floors of flexible structures such as wooden houses and prefabricated steel frames, such as detached houses and low-rise apartments.

【0002】[0002]

【従来の技術】従来より、RC造のような剛構造の床で
は、床衝撃音の低減対策として、一般的には、重量床衝
撃音については、床版厚を増すことにより解決し、軽量
床衝撃音については、床の仕上材を柔らかくすることに
より解決している。一方、戸建住宅や低層アパート等の
柔構造の床では、軽量床衝撃音については前記と同様
に、床の仕上材を柔らかくすることにより対応している
ものの、重量床衝撃音に対しては、ALC床版とした
り、捨貼合板の上に30〜50mm厚さでモルタルを打
設したり、アスファルトに鉄鉱スラグあるいは鉄粉等を
混合して板状とした高比重板を用いたりしているが、ほ
とんど期待する効果が得られていないのが現状である。
そればかりか前記方法では、重量が増えたり、床の剛性
を上げる目的で、柱、梁の補強を必要とし、この場合は
コスト高になり、また、モルタル等の湿式を採用する場
合には、硬化乾燥の工程が入るために工期が長くなると
いう不都合があった。
2. Description of the Related Art Conventionally, for floors having a rigid structure such as RC structure, as a countermeasure for reducing floor impact noise, heavy floor impact noise is generally solved by increasing the thickness of the floor slab, and the weight is reduced. The floor impact noise is solved by softening the floor finishing material. On the other hand, in the case of a floor with a soft structure such as a detached house or a low-rise apartment, the light floor impact sound is dealt with by softening the finishing material of the floor as described above, but the heavy floor impact sound is not affected. , A ALC floor slab, a mortar with a thickness of 30 to 50 mm is placed on a discarded plywood, or a high specific gravity plate made into a plate by mixing iron ore slag or iron powder with asphalt. However, at present, the expected effects have not been obtained.
In addition, in the above method, for the purpose of increasing the weight or increasing the rigidity of the floor, columns and beams need to be reinforced, in which case the cost is high, and when a wet method such as mortar is employed, There is an inconvenience that the construction period becomes longer due to the step of curing and drying.

【0003】十数年来、ハウスメーカー、防音材供給業
者、建築関係者等々が大量の人員と時間を要して改善策
を模索し、いまだに解決されていないのが柔構造住宅に
おける重量床衝撃音対策であり、非常に解決が待たれて
いる。
[0003] Over the past ten years, house makers, soundproofing material suppliers, construction workers, and the like have required a large amount of personnel and time to search for improvement measures. This is a countermeasure and a solution is very much awaited.

【0004】[0004]

【発明が解決しようとする課題】そこで、本発明は、床
版の発音周波数帯域を対策し易い250Hz以上の中高
温帯域に移動し、床版の振動を壁や天井等に伝達しない
こと、床版に吸音空間を組み込むことにより、床版単体
で床版厚みの中で放射音を低減すること、床版の重量を
できるだけ、軽量化して発生周波数帯域を250Hz以
上に移動すると共に、柱、梁への重量負担を軽減し建築
作業を安全に、より容易にすること、長期使用に十分耐
える強度を有し、コスト面でも実用性のあるものとする
こと、建築現場の作業性、工期に悪影響を与えないこ
と、を兼ね備えた床版を提供することを目的とする。
SUMMARY OF THE INVENTION Accordingly, the present invention has been made to move the floor slab to a medium to high temperature range of 250 Hz or higher in which the sound frequency band of the floor slab is easily controlled, and to prevent the vibration of the floor slab from being transmitted to walls and ceilings. By incorporating a sound absorbing space into the slab, the slab alone reduces radiated sound within the thickness of the slab, the weight of the slab is reduced as much as possible, the generated frequency band is moved to 250 Hz or more, and columns and beams are used. To make building work safer and easier by reducing the weight burden on buildings, to be strong enough to withstand long-term use and to be practical in terms of cost, and to adversely affect workability and construction period at construction sites To provide a floor slab that combines

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、以下の構成とする。 (1)隣接する複数のユニットよりなる床版構造であっ
て、床版を各ユニットに画成する枠部材と、その枠の上
側に設けられた上部材と、下側に設けられた下部材とを
含んで構成され、かつこれらにより空間部を画成してな
ることを特徴とする。 (2)前記枠部材の空間部側に側部材をさらに有し、こ
の側部材と上部材と下部材とで空間部を画成して中空体
を構成してなることを特徴とする。 (3)枠部材と中空体との間に振動絶縁材を介在させた
ことを特徴とする。 (4)空間部を画成する上部材および下部材のうち少な
くとも一方に、空間部に連通する開口部を形成したこと
を特徴とする。 (5)空間部に、吸音材、音波反射材、遮音材、補強
材、動吸振材のうち少なくとも1つを適用したことを特
徴とする。 (6)両面を挟まれたタイプの拘束型制振材を、上部
材、下部材、側部材のうち少なくとも1つに、適用した
ことを特徴とする。
In order to achieve the above object, the present invention has the following arrangement. (1) A floor slab structure including a plurality of adjacent units, a frame member that defines the floor slab in each unit, an upper member provided above the frame, and a lower member provided below. And a space portion is defined by these. (2) A side member is further provided on the space portion side of the frame member, and the side member, the upper member, and the lower member define a space portion to constitute a hollow body. (3) A vibration insulating material is interposed between the frame member and the hollow body. (4) An opening communicating with the space is formed in at least one of the upper member and the lower member that define the space. (5) At least one of a sound absorbing material, a sound wave reflecting material, a sound insulating material, a reinforcing material, and a dynamic vibration absorbing material is applied to the space. (6) The present invention is characterized in that a constrained damping material of a type sandwiching both surfaces is applied to at least one of an upper member, a lower member, and a side member.

【0006】[0006]

【発明の実施の形態】以下に本発明を詳細に説明する。 (1) 本発明の床版の枠部材の材質としては、鉄、ステン
レス、アルミニウム等の金属;木材、集成材、合板等の
木質材;FRP,プラスチック等の高分子物質;セメン
ト、石膏等の無機質材等が挙げられ、単体、併用のいず
れでもよい。また、形状は、中空体、折曲加工、押出成
型加工したもの等を採用でき、特に制約はなく、断面形
状についても同様に制約はないが、床版として荷重を支
えることを考慮すると、強度とたわみ性について、床版
として長期間耐え得る程度であることが条件となる。ま
た、サイズは、通常の住宅に適した縦横のサイズであれ
ば良いが、厚みは40mm〜300mmが好ましい。厚
みが40mm未満の場合は空間部の空気層の厚みが充分
とれなくなって、吸音効果が少なくなり、本発明の目的
から外れることになる。また、逆に、空気層厚を確保す
るため、300mmを超えると、建物の天井高、軒高を
たかくせざるを得なくなるため、音性能は良くなるもの
の建築コストが高くなる点で不適当である。また、上部
材を薄くして対応しようとすると、床荷重に耐えられな
くなったり、局部的なたわみが大きくなったりするた
め、床として本来有すべき性能が無くなる危険性が高く
なる。さらに、枠部材の仕切り間隔は等間隔であっても
不均一であってもよいが、低周波成分の発音量を低減す
るためには、中央部分の間隔を狭くし、端部を広くする
方が良い結果が得られ、間隔は芯/芯で20cm〜90
cm程度にする必要がある。つまり、間隔を広くする
程、低周波成分が増し、逆に狭くする程、低周波成分が
減少し、音性能は良くなるものの、骨組み数が増すた
め、重量が増しコストも高くなるからである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. (1) Examples of the material of the frame member of the floor slab of the present invention include metals such as iron, stainless steel and aluminum; wood materials such as wood, laminated wood and plywood; polymer materials such as FRP and plastic; cement and gypsum. Inorganic materials and the like can be mentioned, and they may be used alone or in combination. The shape can be a hollow body, bent, extruded, or the like, and there is no particular limitation. There is no limitation on the cross-sectional shape. As for the flexibility, it is a condition that the floor slab can withstand a long term. In addition, the size may be any size suitable for ordinary houses in the vertical and horizontal directions, but the thickness is preferably 40 mm to 300 mm. When the thickness is less than 40 mm, the thickness of the air layer in the space becomes insufficient, so that the sound absorbing effect is reduced and the object of the present invention is deviated. On the other hand, if the thickness exceeds 300 mm to secure the air layer thickness, the ceiling height and eave height of the building must be increased, so the sound performance is improved, but the construction cost is high, which is not suitable. is there. Further, if the upper member is made thinner to cope with it, the floor cannot withstand the floor load or the local deflection becomes large, so that there is a high danger that the performance which the floor should originally have is lost. Furthermore, the partition intervals of the frame member may be equal or non-uniform. However, in order to reduce the amount of low frequency component sounding, it is preferable to make the interval at the center narrow and widen the ends. Gives good results, and the spacing is 20 cm to 90
cm. In other words, as the interval is increased, the low-frequency component increases, and conversely, as the interval is reduced, the low-frequency component decreases and the sound performance improves, but the number of frames increases, so that the weight increases and the cost increases. .

【0007】 上部材、下部材、側部材の材質は、合
板、パーティクルボード、ハードボード等の木質材料、
中空押出セメント板、フレキシブルボード、石膏ボー
ド、木毛セメント板、ガラス等の無機質材;鉄板、鉛板
等の金属材料;ポリエチレン、ポリプロピレン、塩化ビ
ニル、ポリスチレン、フェノール等の合成樹脂材料;天
然ゴム、ブチルゴム、クロロプレン、スチレンブタジエ
ン、ブタジエンエチレンプロピレン三元共重合体、ウレ
タン等のゴム材料を例示することができる。上部材、下
部材、側部材は、基本的には、板状であって、釘や木ネ
ジ、ボルト等で物理的に、接着剤等で化学的に、枠部
材、これに取り付けられた支持材、側部材に固定できる
ものか、中空体においては、プラスチックやゴム等の高
分子材料やセメント、石膏等の水硬性材料等で一体成型
したものである。これらは、必要に応じて同種、異種の
板状物やシート状物と積層することもでき、この場合、
積層して使用される積層材の材質は、上記例示した合成
樹脂材料、ゴム材料、およびこれらの発泡体、ポリプロ
ピレン、ポリエステル、アクリル、ナイロン等の合成繊
維、綿、麻等の天然繊維のシート状物、凸部に独立空気
室とフィルムのみの凹部を交互に有するフィルム基材の
凹部に常温硬化反応をする架橋粘弾性体を充填したシー
ト等が例示できる。同種、異種の板状物と積層した場合
は、発生音の音質が変化する場合が多く、特に異種材と
の組合せが好ましい。
The materials of the upper member, the lower member, and the side members are wood materials such as plywood, particle board, and hard board;
Inorganic materials such as hollow extruded cement boards, flexible boards, gypsum boards, wool cement boards, and glass; metal materials such as iron and lead plates; synthetic resin materials such as polyethylene, polypropylene, vinyl chloride, polystyrene, and phenol; natural rubber; Rubber materials such as butyl rubber, chloroprene, styrene butadiene, butadiene ethylene propylene terpolymer, and urethane can be exemplified. The upper member, the lower member, and the side members are basically in a plate shape, and are physically formed with nails, wood screws, bolts, or the like, chemically formed with an adhesive, or the like, and are mounted on the frame member. It can be fixed to a material or a side member, or, in the case of a hollow body, is integrally formed of a polymer material such as plastic or rubber, or a hydraulic material such as cement or gypsum. These can be laminated with the same or different types of plate-like or sheet-like materials as necessary. In this case,
The material of the laminated material used for lamination is a synthetic resin material, a rubber material, and a foam of these materials, a synthetic fiber such as polypropylene, polyester, acrylic, or nylon, or a sheet of natural fiber such as cotton or hemp. Examples thereof include a sheet or the like in which a cross-linked viscoelastic material that undergoes a room-temperature curing reaction is filled in a concave portion of a film substrate having a convex portion having an independent air chamber and a concave portion of only a film alternately. When laminated with the same kind or different kinds of plate-like materials, the sound quality of the generated sound often changes, and a combination with different kinds of materials is particularly preferable.

【0008】 空間部は、床版の骨組みがされた時点
で必然的に形成される部分であり、この空間部は、吸音
のための空気層であり、最もコストのかからない吸音材
でもある。また、この空間部は上下に上部材および下部
材を枠部材を支持材として設ける方法か、あるいは箱状
等の中空体を骨組である枠部材あるいは枠部材に設けた
支持材により支持して設ける方法がある。この時、上部
材、下部材に開口部を設けることにより空間部の吸音効
果、特に低周波側の吸音効果を高めることができる。
The space portion is a portion that is inevitably formed when the frame of the floor slab is formed, and this space portion is an air layer for sound absorption and is also the least costly sound absorbing material. Also, this space is provided by providing the upper and lower members vertically with a frame member as a support member, or by supporting a hollow body such as a box by a frame frame member or a support member provided on the frame member. There is a way. At this time, by providing openings in the upper member and the lower member, it is possible to enhance the sound absorbing effect of the space, particularly the sound absorbing effect on the low frequency side.

【0009】(3) 振動絶縁材は、枠部材と中空体と
の接触によるガタツキ音を防止すると共に、中空体に受
けた振動を枠部材に、また、枠部材の振動を別の中空体
に伝達しにくくする目的で使用し、予め枠部材や中空体
に取り付けておいても良い。材質としては、SIS,S
BS等の熱可塑性エラストマー、ブチルゴム、天然ゴ
ム、EPT,SBR,BR等のゴム;ポリエチレン、塩
化ビニル、ポリプロピレン、ポリスチレン等の合成樹
脂;前記ゴムや合成樹脂の発泡体;ポリプロピレン、ナ
イロン、ポリエステル、アクリル、レーヨン、綿等の繊
維;ウレタン、シリコン、変性シリコン、チオコール、
液状ポリブタジエン等の常温反応硬化型シーリング材等
が挙げられる。これらは単独、併用のいずれでもよい。
(3) The vibration insulating material prevents rattling noise caused by contact between the frame member and the hollow body, and also applies vibration received by the hollow body to the frame member and vibration of the frame member to another hollow body. It is used for the purpose of making transmission difficult, and may be attached to a frame member or a hollow body in advance. The material is SIS, S
Thermoplastic elastomers such as BS, butyl rubber, natural rubber, rubbers such as EPT, SBR, BR; synthetic resins such as polyethylene, vinyl chloride, polypropylene, polystyrene; foams of the rubbers and synthetic resins; polypropylene, nylon, polyester, acrylic , Rayon, cotton and other fibers; urethane, silicone, modified silicone, thiochol,
Room temperature reaction-curable sealing materials such as liquid polybutadiene and the like can be mentioned. These may be used alone or in combination.

【0010】(4) 空間部に設置する部材について説
明する。 吸音材は、音のエネルギーを吸収するものであり、
グラスウール、ロックウール等の無機質繊維;鉄、アル
ミニウム等の金属繊維状物;綿、カポック、麻等の天然
繊維;ポリプロピレン、ナイロン、ポリエステル等の合
成繊維;天然ゴム、エチレンプロピレン三元共重合ゴ
ム、クロロプレン、ウレタン、ポリエチレン、ポリプロ
ピレン、水酸基末端液状ポリブタジエンゴム、水酸基末
端ポリクロロプレンゴム等をメインポリマーとする連続
気泡構造を有する発泡体;ゴム、コルク、発泡体の粉砕
品をバインダーで固めた連通孔を有する多孔質体;AL
Cの粉砕品、パーライト、発泡アルミ等を成型した連通
孔を有する多孔質体;開口部を有する容器状物、有孔板
状物等を列挙できる。これらは単独でも組合せても用い
ることができ、吸音周波数の調節を行なうこともでき
る。
(4) The members installed in the space will be described. Sound absorbing material absorbs sound energy,
Inorganic fibers such as glass wool and rock wool; metal fibrous materials such as iron and aluminum; natural fibers such as cotton, kapok and hemp; synthetic fibers such as polypropylene, nylon and polyester; natural rubber, ethylene propylene terpolymer rubber, Foam having an open cell structure with chloroprene, urethane, polyethylene, polypropylene, hydroxyl-terminated liquid polybutadiene rubber, hydroxyl-terminated polychloroprene rubber, etc. as the main polymer; communicating holes formed by hardening rubber, cork, and crushed foam with a binder Having porous body; AL
C. Crushed product, perlite, porous body having a communicating hole formed of foamed aluminum, etc .; container having an opening; plate having a hole; These can be used alone or in combination, and the sound absorption frequency can be adjusted.

【0011】 音波反射材は、音の進行方向を変える
ことにより、床版下面側に音を伝えにくくするものであ
り、波板状、折板状、凸面状、凹面状、角錐状の金属
板;セメント、石膏等の水硬性物質;プラスチック等が
あり、音の経路を長くすることにより階下への放射音を
減じるものである。これは吸音材と組合せたり、次に述
べる遮音材と併用することにより、その効果を向上させ
ることができる。
The sound wave reflecting material changes the traveling direction of the sound to make it difficult for the sound to be transmitted to the lower surface of the floor slab, and is made of a corrugated, folded, convex, concave, or pyramid-shaped metal plate. Hydraulic materials such as cement and gypsum; plastics, etc., which reduce the sound radiated downstairs by lengthening the sound path. This effect can be improved by combining it with a sound absorbing material or with a sound insulating material described below.

【0012】 遮音材は、音のエネルギーを音源側に
はね返すことで遮音材を透過する音を減ずるものであ
る。これは質量則に近似した性能となるため、特に面密
度に比例して性能が向上するが、コインシデンス効果が
生じる周波数に注意して使用することが必要である。こ
れらの具体例として、鉛、鉄等の比重の大きな金属材
料;ガラス、セメント板、石膏ボード、中空押出しセメ
ント板等の無機質材料;高比重充填材を多量に含んだ塩
化ビニル、ブチルゴム等の高分子材料等があり、これら
を単独か組み合わせて使用することができる。
The sound insulation material reduces sound transmitted through the sound insulation material by repelling sound energy toward the sound source. Since the performance approximates to the mass law, the performance is improved particularly in proportion to the areal density. However, it is necessary to pay attention to the frequency at which the coincidence effect occurs. Specific examples thereof include metallic materials having a large specific gravity such as lead and iron; inorganic materials such as glass, cement plate, gypsum board, and hollow extruded cement plate; and high-density materials such as vinyl chloride and butyl rubber containing a large amount of a high specific gravity filler. There are molecular materials and the like, and these can be used alone or in combination.

【0013】 補強材は、特に床版の上部材の補強を
行い、それに伴って衝撃を受けた時の音質、即ち、発生
周波数成分を変化させる目的で使用するものである。こ
れには、木材;金属;セメント、石膏等の無機質材等多
くの材料が使用でき、目的とする強度、たわみ、音性能
により適宜選択することができる。
The reinforcing material is used to reinforce the upper member of the floor slab, and to change the sound quality when receiving an impact, that is, the generated frequency component. Many materials can be used for this, such as wood; metal; inorganic materials such as cement and gypsum, and can be appropriately selected depending on the desired strength, deflection, and sound performance.

【0014】 動吸振材は、振動している物体にバネ
材を介して重りを付加することにより、振動の位相を変
えて振幅を低減すると共に、減衰を早くする目的で使用
するものである。動吸振材に使用するバネとしては、コ
イルバネ、板バネ、皿バネ、ゴム、発泡体等を例示で
き、重りとしては鉄等の金属、セメントや石膏の硬化物
等を例示することができる。これらはバネ性能、重りの
重さ等を上部材の振動状況に合わせて適切な設定を行な
う必要がある。また、万一の場合に備えて重りの落下防
止機能を具備することが望ましい。
The dynamic vibration absorbing material is used for adding a weight to a vibrating object via a spring material, thereby changing the phase of the vibration to reduce the amplitude and increasing the damping speed. Examples of the spring used for the dynamic vibration absorbing member include a coil spring, a plate spring, a disc spring, rubber, a foam, and the like, and examples of the weight include a metal such as iron, and a cured product of cement or gypsum. For these, it is necessary to appropriately set the spring performance, the weight of the weight, and the like according to the vibration state of the upper member. In addition, it is desirable to provide a weight drop prevention function in case of emergency.

【0015】(5) 上部材等の板状物間に制振材を挟
み込んだ拘束型制振材を適用することもでき、拘束型制
振材とした場合は、振動の吸収と減衰が早くなるため、
区画された床版間への振動伝達防止に効果がある。この
場合、注意を要することは、積層する材質や制振材が圧
縮荷重に対し変位量が大きくならないことが必要であ
る。変位量が大きすぎる場合は、本発明の床版の上に床
仕上げを行なう場合、捨貼合板やパーティクルボード等
を敷いてその上に仕上材を施工すると、共振を生じて特
定の周波数成分が増えてしまうという現象が生じる虞れ
があることと、本発明の床版に直接仕上材を用いる場合
には、床鳴り現象が生ずる虞れがあることの二点に留意
する必要がある。
(5) A constrained damping material in which a damping material is sandwiched between plate-like objects such as an upper member may be applied. To become
This is effective in preventing vibration transmission between the partitioned floor slabs. In this case, it is necessary to be careful that the amount of displacement of the laminated material and the vibration damping material does not increase with respect to the compressive load. If the amount of displacement is too large, when finishing the floor on the floor slab of the present invention, laying a laminating plate or particle board etc. and applying a finishing material on it, resonance will occur and specific frequency components will increase It is necessary to keep in mind that there is a possibility that a phenomenon that the floor slab occurs may occur, and that when the finishing material is directly used for the floor slab of the present invention, a floor noise phenomenon may occur.

【0016】[0016]

【実施例】以下に、本発明を実施例に基づいて説明す
る。尚、〔 〕内の符号は図中の符号をさし、各図面と
も共通である。 (実施例1)試供体として床版を3枚作製した。その外
寸法は、幅900mm×長さ1800mm×厚さ100
mmであり、構造の詳細は以下の通りである(図1参
照)。 枠部材〔1〕:木材、幅50mm×高さ100mm(断
面寸法) 枠 :枠部材の芯・芯間で、縦290mm、横425
mmの格子状 上部材〔2〕:合板、厚さ12mm×縦373mm×横
238mm 上部材の支持部材に木ネジで固定 開口部〔6〕:上部材の中央部に100mm径の穴 上部材の支持部材〔4〕:木材、幅25mm×高さ50
mm 空間部の内周で枠部材天端より12mm下に木ネジで固
定 下部材〔3〕:石膏ボード、厚さ12.5mm×縦37
3mm×横238mm 下部材の支枝部材に木ネジで固定 下部材の支持部材〔4〕:合板、厚さ12mm、中央部
の幅110mm、周囲の幅80mmで受け幅30mm、
枠部材の下側に木ネジで固定 空間部〔5〕:無処理
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on embodiments. In addition, reference numerals in [] refer to reference numerals in the drawings, and are common to all drawings. (Example 1) Three floor slabs were prepared as test samples. Its outer dimensions are 900 mm wide x 1800 mm long x 100 thick
mm, and the details of the structure are as follows (see FIG. 1). Frame member [1]: Wood, width 50 mm × height 100 mm (cross-sectional dimension) Frame: 290 mm long, 425 mm wide between the cores of the frame member
mm grid-like upper member [2]: plywood, thickness 12 mm x length 373 mm x width 238 mm Fixed to a support member of the upper member with a wood screw. Opening [6]: a hole of 100 mm diameter in the center of the upper member. Supporting member [4]: wood, width 25 mm x height 50
mm Fixed with wood screws 12 mm below the top of the frame member on the inner periphery of the space. Lower member [3]: gypsum board, thickness 12.5 mm × length 37
3 mm x 238 mm wide, fixed to a lower branch member with a wood screw Lower member support member [4]: plywood, 12 mm thick, 110 mm central width, 80 mm peripheral width, 30 mm receiving width,
Fixed with wood screws on the lower side of the frame member Space [5]: No treatment

【0017】(実施例2)開口部を上部材ではなく、下
部材に形成した他は、実施例1と同様である(図2参
照)。 開口部〔6〕:下部材の中央部に100mm径の穴
(Embodiment 2) This embodiment is the same as Embodiment 1 except that the opening is formed not in the upper member but in the lower member (see FIG. 2). Opening [6]: 100 mm diameter hole in the center of the lower member

【0018】(実施例3)開口部を上部材と下部材の両
方に形成し、空間部において、下部材の上に吸音材、そ
の上に音波反射材兼遮音材を入れた他は、実施例1と同
様である(図3参照)。 上部材の開口部〔6〕:50mmピッチで20mm径の
穴 下部材の開口部〔6〕:100mmピッチで50mm径
の穴 音波反射材兼遮音材〔7〕:波形スレート板、厚さ5m
m 吸音材〔8〕:フェルト、厚さ30mm
Example 3 An opening was formed in both the upper member and the lower member, and in the space, a sound absorbing material was put on the lower member, and a sound wave reflecting material and a sound insulating material were put on the sound absorbing material. This is the same as in Example 1 (see FIG. 3). Opening of upper member [6]: hole of 20 mm diameter at 50 mm pitch Lower member opening [6]: hole of 50 mm diameter at 100 mm pitch Sound reflector / sound insulating material [7]: corrugated slate plate, thickness 5 m
m Sound absorbing material [8]: felt, thickness 30 mm

【0019】(実施例4)開口部を形成せず、空間部に
おいて、下部材の上に吸音材兼防振材、その上に音波反
射材兼遮音材、さらにその上に吸音材を入れた他は、実
施例1と同様である。(図4参照)。 吸音材〔8〕:24K グラスウール、厚さ25mm 音波反射材兼遮音材〔7〕:波形スレート板、厚さ5m
m 吸音材兼防振材
(Embodiment 4) In the space portion, a sound absorbing material and a vibration isolating material were placed on a lower member, a sound wave reflecting material and a sound insulating material were placed thereon, and a sound absorbing material was placed thereover in the space. Others are the same as the first embodiment. (See FIG. 4). Sound absorbing material [8]: 24 K glass wool, thickness 25 mm Sound reflecting material and sound insulating material [7]: corrugated slate plate, thickness 5 m
m Sound absorbing and vibration isolating material

〔9〕:30mm厚連続気泡ウレタン[9]: 30 mm thick open cell urethane

【0020】(実施例5)試供体として床版を3枚作製
した。その外寸法は、幅905mm×長さ1825mm
×厚さ105mmであり、構造の詳細は以下の通りであ
る(図5参照)。枠部材〔1〕:周囲は厚さ5mmの断
面L字鋼、内側は2つの断面L字鋼を厚さ5mmのEP
Tゴムスポンジを挟んで背中合わせにし、断面T字形と
して使用。 枠 :断面L字鋼の外側間で縦300mm×横450
mm 支持部材〔4〕:断面L字鋼の下方の突起部を支持部材
とする。 中空体:箱状、縦285mm×横435mm×高さ97
mm 中空体の上部材〔2〕:厚さ12mmの合板(上側)と
厚さ12.5mmの石膏ボード(下側)との積層板、縦
285mm×横435mm 側部材に釘止め 中空体の側部材〔11〕:木材、幅25mm×高さ60
mm 中空体の下部材〔3〕:石膏ボード、厚さ12.5mm 側部材に釘止め 振動絶縁材〔10〕:厚さ3mmのEPTゴムスポンジ
を支持部材の上側と、側部材外周に貼り付ける。組立順
としては、箱状の中空体を形成し、その側周に振動絶縁
材を貼り付けた後、これを、枠部材により仕切られ、上
側に振動絶縁材を貼付した支持部材とよりなる区画内に
嵌め込むことによる。
Example 5 Three slabs were prepared as test samples. Its outer dimensions are 905mm wide x 1825mm long
× The thickness is 105 mm, and the details of the structure are as follows (see FIG. 5). Frame member [1]: The periphery is a 5 mm-thick L-section steel, and the inner side is two L-section steel EPs with a thickness of 5 mm.
Back-to-back with T rubber sponge in between, used as a T-shaped cross section. Frame: Between the outside of the L-shaped cross section steel 300mm long × 450 wide
mm Supporting member [4]: The projection below the L-shaped steel section is used as the supporting member. Hollow body: box-shaped, 285 mm long x 435 mm wide x 97 height
mm Upper member of hollow body [2]: Laminate plate of 12 mm thick plywood (upper side) and 12.5 mm thick gypsum board (lower side), 285 mm long x 435 mm wide Side nailed to side member Hollow body side Member [11]: wood, width 25 mm x height 60
mm Lower member of hollow body [3]: gypsum board, thickness 12.5 mm Nail-fixed to side member Vibration insulating material [10]: A 3 mm-thick EPT rubber sponge is attached to the upper side of the support member and the outer periphery of the side member . As the assembling sequence, a box-shaped hollow body is formed, and a vibration insulating material is attached to a side periphery thereof. Then, this is partitioned by a frame member, and a partition including a support member having a vibration insulating material attached to the upper side. By fitting inside.

【0021】(実施例6)試供体として床版を3枚作製
した。その外寸法は、幅900mm×長さ1800mm
×厚さ237mmであり、構造の詳細は以下の通りであ
る(図6参照)。 枠部材〔1〕:木材、幅50mm×高さ100mm(断
面寸法) 枠 :枠部材の芯・芯間で、縦290mm×横425
mm 支持部材〔4〕:枠部材自体が支持部材を兼ねる。 中空体:上部材がはみ出した箱状 中空体の上部材〔2〕:厚さ12mmの合板(上側)と
厚さ12.5mmの石膏ボード(下側)との積層板、床
版周囲は枠部材外面より3mm内側、内側は枠部材幅中
心より3mm内側、縦284mm×横419mm 側部材に釘止め 中空体の側部材〔11〕:木材、幅25mm×高さ20
0mm(断面寸法) 中空体の下部材〔3〕:石膏ボード、厚さ12.5mm 側部材に木ネジで固定 吸音材〔8〕:上面凹凸状の連続気泡ウレタン、厚さ5
0mm 振動絶縁材(10〕:不織布、厚さ3mm 枠部材の上面と仕切った空間の内側面および上部材の高
さ方向の周囲に貼付 組立順としては、下部材と側部材とを一体化し、吸音材
を入れ、側部材に、周囲に振動絶縁材を貼付した上部材
を固定した後、上面と内側面とに振動絶縁材を貼付した
枠部材で仕切られた区画内に嵌め込む。
Example 6 Three slabs were prepared as test samples. Its outer dimensions are 900mm wide x 1800mm long
X 237 mm in thickness, and details of the structure are as follows (see Fig. 6). Frame member [1]: wood, width 50 mm × height 100 mm (cross-sectional dimension) Frame: 290 mm long × 425 mm wide between the cores of the frame member
mm Supporting member [4]: The frame member itself also serves as the supporting member. Hollow body: box-shaped upper member protruding Upper member of hollow body [2]: laminated board of 12 mm thick plywood (upper side) and 12.5 mm thick gypsum board (lower side), frame around floor slab 3 mm inside from the outer surface of the member, 3 mm inside from the center of the width of the frame member, 284 mm long × 419 mm wide, nailed to the side member Side member of the hollow body [11]: wood, width 25 mm × height 20
0 mm (cross-sectional dimension) Lower member of hollow body [3]: gypsum board, thickness 12.5 mm Fixed to side member with wood screw Sound absorbing material [8]: open-cell urethane with irregular upper surface, thickness 5
0 mm Vibration insulating material (10): non-woven fabric, 3 mm thick Affixed to the inner surface of the space separated from the upper surface of the frame member and the periphery in the height direction of the upper member. The sound absorbing material is put in, the upper member having a vibration insulating material adhered to the periphery is fixed to the side member, and then fitted into a section partitioned by a frame member having the vibration insulating material adhered to the upper surface and the inner side surface.

【0022】(実施例7)試供体として床版を3枚作製
した。その外寸法は、幅905mm×長さ1825mm
×厚さ109.5mmであり、構造の詳細は以下の通り
である(図7参照)。 枠部材〔1〕:周囲は断面L字鋼、内側は2つの断面L
字鋼を厚さ5mmのEPTゴムスポンジを挟んで背中合
わせにし、断面T字形として使用。 枠 :断面L字鋼の外側間で縦300mm×横450
mm 支持部材〔4〕:断面L字鋼の下方の突起部を支持部材
とする。 中空体:箱状、縦289mm ×横439mm×高さ1
00mm 中空体の上部材〔2〕:厚さ12mmの合板(上側)と
厚さ20mmの中空押し出しセメトン板(中間)と厚さ
12.5mmの石膏ボード(下側)との積層板、縦28
9mm×横439mm 側部材に木ネジで固定 中空体の側部材〔11〕:木材、幅30mm×高さ43
mm 中空体の下部材〔3〕:石膏ボード、厚さ12.5mm 側部材に木ネジで固定 開口部〔6〕:下部材の中央部に100mm径の穴 振動絶縁材〔10〕:厚さ3mmのEPTゴムスポンジ
を支持部材の上側と、側部材外周に貼り付ける。 組立順としては、箱状の中空体を形成し、その側周に振
動絶縁材を貼り付けた後、これを、振動絶縁材を貼付し
た枠部材により仕切られた区画内に嵌め込む。
Example 7 Three floor slabs were prepared as test samples. Its outer dimensions are 905mm wide x 1825mm long
× thickness 109.5 mm, the details of the structure are as follows (see FIG. 7). Frame member [1]: L-section steel on the periphery, two sections L on the inside
The steel is back-to-back with a 5mm thick EPT rubber sponge in between, and used as a T-shaped cross section. Frame: Between the outside of the L-shaped cross section steel 300mm long × 450 wide
mm Supporting member [4]: The projection below the L-shaped steel section is used as the supporting member. Hollow body: box-shaped, 289 mm long x 439 mm wide x 1 height
Upper member [2] of a 00 mm hollow body: a laminated plate of a 12 mm thick plywood (upper), a 20 mm thick hollow extruded semeton plate (middle) and a 12.5 mm thick gypsum board (lower), length 28
9 mm x 439 mm wide Fixed to the side member with a wood screw Side member of the hollow body [11]: wood, width 30 mm x height 43
mm Lower member of hollow body [3]: gypsum board, thickness 12.5 mm Fixed to side member with wood screw Opening [6]: hole of 100 mm diameter in center of lower member Vibration insulating material [10]: thickness A 3 mm EPT rubber sponge is attached to the upper side of the support member and the outer periphery of the side member. As an assembling sequence, a box-shaped hollow body is formed, a vibration insulating material is attached to a side periphery thereof, and this is fitted into a section partitioned by a frame member to which the vibration insulating material is attached.

【0023】(実施例8)試供体として床版を3枚作製
した。その外寸法は、幅905mm×長さ1825mm
×厚さ107.5mmであり、構造の詳細は以下の通り
である(図8参照)。 枠部材〔1〕:周囲は断面L字鋼、内側は2つの断面L
字鋼を厚さ5mmのフェルトを挟んで背中合わせにし、
断面T字形として使用。 枠 :断面L字鋼の外側間で縦300mm×横450
mm 支持部材〔4〕:断面L字鋼の下方の突起部を支持部材
とする。 中空体:箱状、縦289mm×横439mm×高さ10
0mm 中空体の上部材〔2〕:厚さ12mmの合板2枚よりな
る積層板で、その間に拘束型制振材を介在する。側部材
に木ネジで固定 拘束型制振材〔12〕:水酸基末端液状ポリブタジエン
ゴムとイソシアネートの反応によって得られる発泡体、
厚さ2mm 中空体の側部材〔11〕:木材、幅30mm×高さ6
1.5mm 中空体の下部材〔3〕:石膏ボード、厚さ12.5mm 側部材に木ネジで固定 振動絶縁材〔10〕:厚さ3mmのブチルゴムシートを
枠部材の中空体との接触部分に貼り付ける。 組立順としては、箱状の中空体を形成し、これを、振動
絶縁材を貼付した枠部材により仕切られた区画内に嵌め
込む。
Example 8 Three slabs were prepared as test samples. Its outer dimensions are 905mm wide x 1825mm long
× thickness 107.5 mm, the details of the structure are as follows (see FIG. 8). Frame member [1]: L-section steel on the periphery, two sections L on the inside
Back-to-back with a 5mm thick felt,
Used as T-shaped cross section. Frame: Between the outside of the L-shaped cross section steel 300mm long × 450 wide
mm Supporting member [4]: The projection below the L-shaped steel section is used as the supporting member. Hollow body: box-shaped, 289 mm long x 439 mm wide x 10 height
Upper member [2] of a 0 mm hollow body: a laminated plate composed of two plywoods having a thickness of 12 mm, with a restrained damping material interposed therebetween. Fixed to the side member with a wood screw Restraint type vibration damping material [12]: Foam obtained by reaction between hydroxyl-terminated liquid polybutadiene rubber and isocyanate,
Thickness 2 mm Side member of hollow body [11]: wood, width 30 mm x height 6
1.5 mm hollow body lower member [3]: gypsum board, thickness 12.5 mm Fixed to side member with wood screw Vibration insulator [10]: 3 mm thick butyl rubber sheet in contact with frame member hollow body Paste in. In the assembling order, a box-shaped hollow body is formed, and this is fitted into a section partitioned by a frame member to which a vibration insulating material is attached.

【0024】(実施例9)試供体として床版を3枚作製
した。その外寸法は、幅905mm×長さ1825mm
×厚さ106.2mmであり、構造の詳細は以下の通り
である(図9参照)。 枠部材〔1〕:周囲は断面L字鋼、内側は2つの断面L
字鋼を厚さ5mmのEPTスポンジを挟んで背中合わせ
にし、断面T字形として使用。 枠 :断面L字鋼の外側間で縦300mm×横450
mm 支持部材〔4〕:断面L字鋼の下方の突起部を支持部材
とする。 中空体:箱状、縦287mm×横437mm×高さ10
0mm 中空体の上部材〔2〕:厚さ9mm(上側)と12mm
(下側)との合板2枚よりなる積層板で、その間に拘束
型制振材を介在する。側部材に木ネジで固定 拘束型制振材〔12〕:水酸基末端液状ポリブタジエン
架橋体、厚さ2mm 動吸振材:ボルト〔13〕とナット、低硬度防振ゴム
(硬度40、直径80mm、厚さ20mm、断面凹凸
状)よりなるバネ材〔14〕および鉄板(縦100mm
×横300mm×厚さ5mm)よりなる重り〔15〕と
から構成される。中空体1つにつき4本のボルトは、上
部材の下側の合板と重りとを、それぞれに形成された4
箇所ずつのボルト穴を介して、4つのバネ材を挟んで貫
通し、ナットで固定される。また、ボルトのナット下部
には穴をあけ、振動によるナットのゆるみによる落下防
止ピンを入れた。 中空体の側部材〔11〕:木材、幅30mm×高さ6
4.5mm 中空体の下部材〔3〕:石膏ボード、厚さ12.5mm 側部材に木ネジで固定 吸音材〔8〕:断面山形状の連続気泡ウレタン、厚さ3
0mm 振動絶縁材〔10〕:厚さ3mmの低硬度加硫ゴムを、
支持部材の上側に貼り付け、さらに、中空体の側面にハ
チマキ状に間隔を開けて設けた。 組立順としては、箱状の中空体を形成し、これにハチマ
キ状の振動絶縁材を設けたものを、枠部材により仕切ら
れた区画内に嵌め込む。
Example 9 Three slabs were prepared as test samples. Its outer dimensions are 905mm wide x 1825mm long
× thickness 106.2 mm, and details of the structure are as follows (see FIG. 9). Frame member [1]: L-section steel on the periphery, two sections L on the inside
The steel is back-to-back with a 5mm thick EPT sponge in between and used as a T-shaped cross section. Frame: Between the outside of the L-shaped cross section steel 300mm long × 450 wide
mm Supporting member [4]: The projection below the L-shaped steel section is used as the supporting member. Hollow body: box-shaped, 287 mm long x 437 mm wide x 10 height
0mm hollow body upper member [2]: thickness 9mm (upper) and 12mm
(Lower side) and a laminated plate composed of two plywoods, with a restrained damping material interposed therebetween. Fixed to the side members with wood screws. Restraint type vibration damping material [12]: crosslinked hydroxyl-terminated liquid polybutadiene, thickness 2 mm. Dynamic vibration absorbing material: bolt [13] and nut, low-hardness vibration-proof rubber (hardness 40, diameter 80 mm, thickness). Spring material [14] made of 20 mm in height, with a cross section having an irregular shape, and an iron plate (100 mm long)
× 300 mm wide × 5 mm thick) [15]. Four bolts per hollow body are used to connect the lower plywood and weight to the lower part of the upper member.
It penetrates through the four spring materials through the bolt holes at each location and is fixed with nuts. A hole was made in the lower part of the nut of the bolt, and a fall prevention pin was inserted by loosening the nut due to vibration. Side member of hollow body [11]: wood, width 30 mm x height 6
4.5 mm Lower member of hollow body [3]: gypsum board, thickness 12.5 mm Fixed to side member with wood screw Sound absorbing material [8]: open-cell urethane with mountain cross section, thickness 3
0 mm vibration insulating material [10]: 3 mm thick low hardness vulcanized rubber,
It was stuck on the upper side of the support member, and was further provided on the side surface of the hollow body at intervals in a bee-like shape. In the assembling sequence, a box-shaped hollow body is formed, and a bee-shaped vibration insulating material is provided on the hollow body. The hollow body is fitted in a section partitioned by a frame member.

【0025】(実施例10)試供体として床版を3枚作
製した。その外寸法は、幅905mm×長さ1825m
m×厚さ106.2mmであり、構造の詳細は以下の通
りである(図10参照)。 枠部材〔1〕:周囲は断面L字鋼、内側は断面T字鋼 枠 :断面L字鋼・断面T字鋼の外側間で縦300m
m×横450mm 支持部材〔4〕:断面L字鋼および断面T字鋼の下方の
突起部を支持部材とする。 中空体:箱状、縦287mm×横427mm×高さ10
0mm 中空体の上部材〔2〕:天然ゴム系加硫ゴム板、厚さ1
0mm×縦287mm×横427mm 中空体の側部材〔11〕:中空体の長辺側は補強材兼遮
音材が兼ね、短辺側は厚さ5mmの発泡スチロール板
で、水系アクリル粘着剤で貼付した。 補強材〔17〕:厚さ0.8mmの鉄板とその上面に塗
布乾燥した再生ブチルゴム系粘着塗料 補強材兼遮音材〔16〕:トンネル状のモルタル 予め内寸が縦287mm×横427mm×高さ75mm
の型枠に、図10に示すような短辺方向中央部がアーチ
状となり、その断面が長手方向に続いた形に曲げ加工し
た鉄板とその上に塗布乾燥した粘着塗料とよりなる補強
材を入れ、その上からモルタルを流し込み、硬化後脱型
してトンネル状の補強材兼遮音材を得る。 中空体の下部材〔3〕:合板、厚さ12mm 側部材(補強材)の底部にウレタン接着剤で貼り合わせ
る。 吸音材〔8〕:フェルト、30mm 拘束型制振材〔12〕:再生ブチルゴム系粘弾性体、厚
さ2mm補強材兼遮音材の上面に貼付 振動絶縁材〔10〕:厚さ3mmの低硬度加硫ブチルゴ
ムを枠部材の中空体との接触部分に設ける。 組立順としては、補強材等よりなる長辺側のみの側部材
に下部材を貼り合わせ、空間部に吸音材を入れ、短辺側
の側部材を貼り付け、補強材兼遮音材の上面に拘束制振
材を貼付し、さらにその上に上部材を設けて、箱状の中
空体を得、これを、振動絶縁材を貼付した枠部材により
仕切られた区画内に嵌め込む。
Example 10 Three floor slabs were prepared as test samples. Its outer dimensions are 905mm wide x 1825m long
m × 106.2 mm in thickness, and the details of the structure are as follows (see FIG. 10). Frame member [1]: L-section steel on the periphery, T-section steel on the inside Frame: 300 m vertically between the outside of the L-section steel and the T-section steel
mx 450 mm in width Supporting member [4]: The lower projections of the L-section steel and the T-section steel are used as the support member. Hollow body: box-shaped, 287 mm long x 427 mm wide x 10 height
0 mm hollow body upper member [2]: natural rubber vulcanized rubber plate, thickness 1
0 mm × 287 mm × width 427 mm Side member of the hollow body [11]: The long side of the hollow body also serves as a reinforcing material and a sound insulating material, and the short side is a 5 mm thick styrofoam plate, which is adhered with a water-based acrylic adhesive. . Reinforcing material [17]: Recovered butyl rubber-based adhesive paint coated and dried on an iron plate having a thickness of 0.8 mm Reinforcing material and sound insulation material [16]: Tunnel-like mortar The internal dimensions are 287 mm long x 427 mm wide x height in advance 75mm
As shown in FIG. 10, a reinforcing material composed of an iron plate formed by bending a central portion in the short side direction as shown in FIG. 10 and having a cross section continuous in the longitudinal direction and an adhesive paint applied and dried thereon. Then, mortar is poured from above, and after curing, it is removed from the mold to obtain a tunnel-like reinforcing and sound insulating material. Lower member [3] of hollow body: plywood, thickness 12 mm Affixed to the bottom of side member (reinforcing material) with urethane adhesive. Sound absorbing material [8]: Felt, 30 mm Restraint type vibration damping material [12]: Regenerated butyl rubber-based viscoelastic material, 2 mm thick, affixed to the upper surface of sound insulating material Vibration insulating material [10]: 3 mm thick, low hardness A vulcanized butyl rubber is provided at a contact portion of the frame member with the hollow body. As for the assembling order, the lower member is attached to the side member only on the long side composed of the reinforcing material, the sound absorbing material is put in the space, the side member on the short side is attached, and the upper surface of the reinforcing material and sound insulating material is attached. A constrained vibration damping material is attached, and an upper member is further provided thereon to obtain a box-shaped hollow body, which is fitted in a section partitioned by a frame member to which a vibration insulating material is attached.

【0026】(比較例1)比較例1は、現在、戸建住宅
においても多用されている床版用ALC幅600mm×
長さ1800mm×厚さ100mm4枚と、同じくAL
C幅300mm×長さ1800mm×厚さ100mm1
枚とを試供体とした。これを、試験室開口部にセット
し、ALC床版の上に20mm厚でモルタルを塗布し、
乾燥後、供試した。
(Comparative Example 1) A comparative example 1 is a floor slab ALC width 600 mm ×
4 pieces of 1800mm length x 100mm thickness, AL
C width 300mm x length 1800mm x thickness 100mm1
Was used as a sample. This is set in the opening of the test room, and mortar is applied with a thickness of 20 mm on the ALC slab,
After drying, the test was performed.

【0027】(試験方法)重量床衝撃音を「JIS−A
−1418」に準じて測定した。比較例1における重量
床衝撃音に対する各実施例の重量床衝撃音の改善量(単
位:dB)を、各周波数毎に表1に記載した。図11
は、この試験の概要を示す模式図であり、図12には打
点を示し、図13には受音点を示した。図11において
は、バングマシン18を床版構造19上に設置し、図1
2に示す位置で打撃を加えた。20はマイクであり、2
1は精密騒音計であり、22は周波数分析器である。マ
イクの設置位置は、図13に示した。これらの試験結果
を表1に示す。
(Test method) Heavy floor impact noise was measured according to JIS-A
-1418 ". Table 1 shows the improvement (unit: dB) of the weight floor impact sound of each example with respect to the weight floor impact sound in Comparative Example 1. FIG.
Is a schematic diagram showing the outline of this test. FIG. 12 shows hit points, and FIG. 13 shows sound receiving points. In FIG. 11, a bang machine 18 is installed on a floor slab structure 19, and FIG.
A hit was applied at the position shown in FIG. 20 is a microphone, 2
1 is a precision sound level meter, 22 is a frequency analyzer. The installation positions of the microphones are shown in FIG. Table 1 shows the test results.

【0028】[0028]

【表1】 [Table 1]

【0029】以下実施例及び比較例の結果より、本発明
の効果を述べる。実施例1は、床版内を骨組みである枠
部材によって仕切り分割し、上下に板材を設け、上部材
に開口部を設けた例である。床版を複数のユニットで構
成したので、低周波成分が大きく減少し、63Hz、1
25Hzでは2ランク改善されている。また、小ブロッ
クに区画された床版を開口することにより吸音効果も生
じ、中高音域でも改善されている。
Hereinafter, the effects of the present invention will be described based on the results of Examples and Comparative Examples. The first embodiment is an example in which the inside of the floor slab is divided by a frame member which is a skeleton, plate materials are provided on upper and lower sides, and an opening is provided on the upper member. Because the floor slab is composed of a plurality of units, low frequency components are greatly reduced,
At 25 Hz, it is improved by two ranks. Further, by opening the floor slab partitioned into small blocks, a sound absorbing effect is produced, and the sound is improved even in the middle and high range.

【0030】実施例2は、床版内を枠部材によって仕切
り分割し、上下に板材を設け下部材に開口部を設けた例
である。実施例1と同様な効果が得られ、低周波(63
Hz、125Hz)で2ランク改善されている。また、
中高音域でも改善されている。
Embodiment 2 is an example in which the interior of the floor slab is divided by a frame member, plate members are provided on the upper and lower sides, and an opening is provided in the lower member. The same effect as in the first embodiment is obtained, and the low frequency (63
(Hz, 125 Hz). Also,
It has also been improved in the mid-high range.

【0031】実施例3は、床版内を枠部材によって仕切
り分割し、上下に板材を設け、その板材は何れも開口部
を設け、空間内に吸音材として30mm厚フェルトと音
波反射材兼遮音材として5mm厚波板スレートを設けた
例である。低周波数(63Hz、125Hz)で2ラン
ク改善され、中高音域での改善量も大である。
In the third embodiment, the inside of the floor slab is divided by a frame member, and plate members are provided on the upper and lower sides. Each of the plate members is provided with an opening, and in the space, a 30 mm thick felt, a sound wave reflecting material and a sound insulating material are used as sound absorbing materials. This is an example in which a 5 mm thick corrugated sheet slate is provided as a material. It is improved by two ranks at low frequencies (63 Hz, 125 Hz), and the amount of improvement in the mid-high range is also large.

【0032】実施例4は、床版内を枠部材により仕切り
分割し、上下に板材を設け、小片に区画された床版の空
間部に、上から25mm厚24kグラスウール、5mm
厚波板スレート、30mm厚発泡ウレタンを積層した例
である。63Hzで13dB、125Hzで14dBの
改善量があり3ランク改善されている。また、中高音域
でも15dB〜27dB改善されている。
In the fourth embodiment, the inside of the floor slab is divided by a frame member, plate materials are provided on the upper and lower sides, and a 25 mm thick 24k glass wool, 5 mm
This is an example in which a thick corrugated sheet slate and a 30 mm thick urethane foam are laminated. There is an improvement of 13 dB at 63 Hz and 14 dB at 125 Hz, which is an improvement of three ranks. In the middle and high range, the noise is improved by 15 dB to 27 dB.

【0033】実施例5は、床版内で枠部材によって仕切
り分割され、その区画の中に各々箱状の小片床版を設け
た例である。63Hzで11dB、125Hzで13d
B改善されており、2ランク以上の改善ができた。中高
音域でも16〜21dB改善されている。
Embodiment 5 is an example in which a partition is divided by a frame member in a floor slab, and a box-shaped small slab is provided in each of the partitions. 11dB at 63Hz, 13d at 125Hz
B has been improved, and two or more ranks have been improved. Even in the mid-high range, it is improved by 16 to 21 dB.

【0034】実施例6は、床版内を枠部材によって仕切
り分割し、その区画の中に各々上部材をやや大きくした
箱状体を設け、その箱状体の中に凹凸状連続気泡ウレタ
ンを吸音材として入れた例である。63Hz、125H
zで各々14dB、15dBの改善量となり、3ランク
改善されている。中高音域も20〜29dB改善されて
いる。
In the sixth embodiment, the inside of the floor slab is divided by a frame member, and a box-like body having a slightly larger upper member is provided in each of the partitions, and the irregular open-cell urethane is provided in the box-like body. This is an example in which the sound absorbing material is used. 63Hz, 125H
With z, the improvement amounts are 14 dB and 15 dB, respectively, and are improved by three ranks. The mid-high range is also improved by 20-29 dB.

【0035】実施例7は、床版内を枠部材により仕切り
分割され、その区画の中に各々箱状体が設けられ、その
上部材が上から12mm厚合板、20mm厚中空押し出
しセメント板、12.5mm厚石膏ボードを積層し、下
部材に開口部を設けた例である。63Hzで12dB、
125Hzで14dBの改善ができ、中高音域でも17
dB〜21dB改善されている。
In the seventh embodiment, the inside of the floor slab is divided by a frame member, and a box-like body is provided in each of the compartments. The upper member is a 12 mm thick plywood, a 20 mm thick hollow extruded cement board, This is an example in which a 0.5 mm thick gypsum board is laminated, and an opening is provided in the lower member. 12dB at 63Hz,
14dB improvement at 125Hz and 17dB improvement in mid-high range
dB to 21 dB has been improved.

【0036】実施例8は、床版内で枠部材により仕切り
分割され、その区画の中に箱状体を小片床版として設
け、上部材に12mm合板2枚の間に水酸基末端液状ポ
リブタジエンゴムの発泡体とした拘束型制振材を設けた
例である。63Hzで15dB、125Hzで16dB
の、非常に大きな低減があり、3ランクの改善ができ
た。また、中高音域でも19〜28dBの改善効果があ
った。
In Example 8, a box-like body was provided as a small piece slab in a partition by a frame member in a floor slab, and a hydroxyl group-terminated liquid polybutadiene rubber was provided between two 12 mm plywoods on the upper member. This is an example in which a restraint type damping material made of a foam is provided. 15dB at 63Hz, 16dB at 125Hz
, There was a very large reduction, and three ranks could be improved. In addition, there was an improvement effect of 19 to 28 dB even in the middle and high range.

【0037】実施例9は、床版内を枠部材により仕切り
分割し、その区画の中に各々箱状体を小片床版として設
け、上部材は9mm合板と12mm合板の間に2mm厚
水酸基末端液状ポリブタジエン架橋体を拘束型制振材と
して設け、箱状体内の空間部に、鉄板の重りを低硬度凹
凸ゴムのバネ材で吊した動吸振装置を設け、更にその下
に山形断面凹凸連続気泡ウレタンを30mm厚で設けた
例である。63Hzで17dB、125Hzで19dB
の改善効果があり、中高音域でも23〜35dBもの大
きな改善効果があった。
In Example 9, the inside of the floor slab was partitioned by a frame member, and box-like bodies were provided as small-piece floor slabs in each of the sections. The upper member was a 2 mm thick hydroxyl-terminated liquid between 9 mm plywood and 12 mm plywood. A cross-linked polybutadiene is provided as a restraining type vibration damping material, and a dynamic vibration absorber is provided in the space inside the box-shaped body, in which the weight of an iron plate is suspended by a spring material of low hardness uneven rubber. Is provided with a thickness of 30 mm. 17dB at 63Hz, 19dB at 125Hz
And a great improvement effect of 23 to 35 dB even in the middle and high range.

【0038】実施例10は床版内を枠部材により仕切り
分割し、その区画の中に、各々箱状体を小片床版として
設け、補強材兼遮音材として0.8mm厚鉄板とモルタ
ルで短辺方向中央部がアーチ状となり同一断面が長手方
向に続いたトンネル状物とし、その短辺の両端に5mm
厚ポリスチレン板を貼りつけその空間内に30mm厚フ
ェルトを吸音材として設け、前記トンネル状物の上に再
生ブチルゴム系粘弾性体を制振層として、更にその上に
天然ゴム系加硫ゴムを設けた例である。63Hzで16
dB、125Hzで15dBの大きな改善があり、中高
音域でも21〜34dBの大きな改善効果があった。ま
た、中空体を高分子材料とすることにより、発音量や発
生周波数領域を変えることができ、振動しにくいものと
することができる。
In the tenth embodiment, the inside of the floor slab is divided by a frame member, and a box-like body is provided as a small piece slab in each section, and a 0.8 mm-thick iron plate and a mortar are used as a reinforcing material and a sound insulating material. The center part in the side direction is arch-shaped, and the same cross section is a tunnel-shaped object that continues in the longitudinal direction.
A thick polystyrene plate is attached, a 30 mm thick felt is provided as a sound absorbing material in the space, a regenerated butyl rubber-based viscoelastic material is provided as a vibration damping layer on the tunnel-like material, and a natural rubber-based vulcanized rubber is further provided thereon. This is an example. 16 at 63 Hz
There was a significant improvement of 15 dB at 125 dB at 125 Hz, and a significant improvement of 21 to 34 dB in the mid-high range. In addition, by making the hollow body a polymer material, it is possible to change the sound generation amount and the generated frequency region, and it is possible to make the hollow body hard to vibrate.

【0039】このように従来多用されている床版用AL
C(比較例1)と比べ、低減しにくい63Hzや125
Hzの低周波数において、何れの実施例も63Hzで8
〜17dB、125Hzで9〜19dBの従来見られな
かった改善効果があり、上下板材により、また、吸音、
遮音、制振、動吸振等を併用することにより、中高音で
も改善でき、単に低周波のみを改善した床版でなく、全
周波数に於いて改善できている。これは天井等を併用す
ることにより、中高音域をさらに改善できるため、工業
上の利用価値は大であり、長年待望されてきた課題を始
めて解消したものである。
As described above, the AL for floor slabs which have been frequently used in the past.
63 Hz or 125 which is hard to reduce compared to C (Comparative Example 1).
At a low frequency of 6 Hz, both embodiments are 8 Hz at 63 Hz.
Up to 17 dB, there is an improvement effect of 9 to 19 dB at 125 Hz, which was not seen before.
By using sound insulation, vibration suppression, dynamic vibration absorption, and the like together, it is possible to improve even middle and high-pitched sounds, and it is possible to improve not only the floor slab that only improves low frequency but also all frequencies. Since the mid-high range can be further improved by using a ceiling or the like in combination, this has great industrial utility value and has solved the long-awaited problem for the first time.

【0040】[0040]

【発明の効果】本発明によると、以下のような効果を得
ることができる。 (1) 床版を複数の区画に仕切る枠部材と、その枠の
上側に設けられた上部材と、下側に設けられた下部材と
を含んで構成され、枠部材、上部材および下部材とで画
成された空間部を有する構成とすることにより、低周波
数成分が減少した。
According to the present invention, the following effects can be obtained. (1) A frame member that divides a floor slab into a plurality of sections, an upper member provided above the frame, and a lower member provided below the frame, the frame member, the upper member, and the lower member. With the configuration having the space defined by (1) and (2), low frequency components are reduced.

【0041】(2) 床版を複数の区画に仕切る枠部材
と、枠部材で仕切られた区画内にはめ込まれ、上部材、
下部材および側部材とで画成された空間部を有する中空
体とを含んで構成することにより、分割された小片床版
の集合体である床版は局部的に小さな面積で振動するた
め、低周波領域の放射音量が低減できる。また、小片床
版は各々に空間部を有するため、空間が吸音構造として
働き、放射音を高周波域までより吸音し、床版からの放
射音量は低周波から高周波領域まで床版の厚み内で低減
できる。さらに、床版は空間を有するので、軽量化がで
きると同時に、軽量ゆえに衝撃を受けた時の発生周波数
は低周波成分が減少する。
(2) A frame member for partitioning the floor slab into a plurality of sections, and an upper member which is fitted in the section partitioned by the frame member.
By including a hollow body having a space defined by the lower member and the side members, the floor slab, which is an aggregate of the divided small slabs, vibrates locally with a small area, The radiation volume in the low frequency region can be reduced. In addition, since each small slab has a space portion, the space acts as a sound absorbing structure, absorbs radiated sound more up to the high frequency range, and the radiated sound volume from the slab from low frequency to high frequency range within the thickness of the slab Can be reduced. Further, since the floor slab has a space, the weight can be reduced, and at the same time, the low frequency component of the generated frequency upon impact due to the light weight decreases.

【0042】(3) 枠部材と中空体との間に振動絶縁
材を介在させたことにより、振動の伝達が少なくなり、
壁や天井を共振させることが避けられる。 (4) 空間部を画成する上部材および下部材のうち少
なくとも一方に、空間部に連通する開口部を形成したの
で、低周波成分をさらに吸音することができる。
(3) Since the vibration insulating material is interposed between the frame member and the hollow body, transmission of vibration is reduced,
Resonating walls and ceilings is avoided. (4) Since the opening communicating with the space is formed in at least one of the upper member and the lower member that define the space, low-frequency components can be further absorbed.

【0043】(5) 空間部に、吸音材、音波反射材、
遮音材、補強材、動吸振材のうち少なくとも1つを適用
する構成とすることにより、以下の効果が得られる。 吸音材を適用した場合は、高周波数成分の吸音効率が
向上する。 音波反射材を適用した場合は、中、高周波成分が幾分
減少する。 遮音材を適用した場合、中、高周波成分は低減効果が
高くなり、更に吸音材と併用することで一層効果的であ
る。また、各部材を比較的重量のある材質とすること
で、それ自体遮音効果をもたせることもできる。 補強材は上部材の補強のために適用するが、これによ
り、高音の放射音量に変化が出る周波数域があり、周波
数制御の一手段として、更には上部材の強度アップとし
て利用できる。 動吸振材は上部材に防振ゴムのようなバネ材を介して
鉄板等の重量のある物を吊り下げて上部材の振動と逆位
相の振動を起こさせて、振動減衰を速くするものである
が、これも重量やバネ材を調整することによ特定の周波
数をコントロールする場合に有効な手段となる。
(5) A sound absorbing material, a sound wave reflecting material,
The following effects can be obtained by adopting a configuration in which at least one of the sound insulating material, the reinforcing material, and the dynamic vibration absorbing material is applied. When a sound absorbing material is applied, the sound absorbing efficiency of high frequency components is improved. When a sound wave reflecting material is applied, the medium and high frequency components are somewhat reduced. When a sound insulating material is applied, the effect of reducing high-frequency components becomes higher, and it is more effective when used together with a sound absorbing material. In addition, since each member is made of a relatively heavy material, the member itself can have a sound insulation effect. The reinforcing material is applied to reinforce the upper member, but there is a frequency range in which the radiated sound volume of the high frequency changes, and it can be used as a means of frequency control and further to increase the strength of the upper member. The dynamic vibration absorbing material hangs a heavy object such as an iron plate on the upper member via a spring material such as vibration isolating rubber to cause vibrations in the opposite phase to the vibration of the upper member, thereby speeding up vibration damping. However, this is also an effective means for controlling a specific frequency by adjusting the weight and the spring material.

【0044】(6) 上部材、下部材、側部材のうち少
なくとも1つに拘束型制振材を適用した場合は、振動が
早く減衰し発生音量を低減させることができる。 (7) 枠部材、上部材、下部材、側部材のうち少なく
とも一部材ををプラスチック、ゴム等の高分子材料とし
た場合は、発音量や発生周波数領域を変えることがで
き、より振動しにくい物とすることができる。
(6) When at least one of the upper member, the lower member, and the side member employs the restraint type vibration damping material, the vibration is attenuated quickly and the generated sound volume can be reduced. (7) When at least one of the frame member, the upper member, the lower member, and the side member is made of a polymer material such as plastic or rubber, the amount of sound and the frequency range of generation can be changed, and vibration is more difficult. Things.

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

【図1】実施例1の床版の試供体を示す部分断面図であ
る。
FIG. 1 is a partial cross-sectional view showing a sample of a floor slab of Example 1.

【図2】実施例2の床版の試供体を示す部分断面図であ
る。
FIG. 2 is a partial cross-sectional view showing a sample of a floor slab of Example 2.

【図3】実施例3の床版の試供体を示す部分断面図であ
る。
FIG. 3 is a partial cross-sectional view illustrating a sample of a floor slab according to a third embodiment.

【図4】実施例4の床版の試供体を示す部分断面図であ
る。
FIG. 4 is a partial cross-sectional view showing a sample of a floor slab of Example 4.

【図5】実施例5の床版の試供体を示す部分断面図であ
る。
FIG. 5 is a partial cross-sectional view illustrating a sample of a floor slab according to a fifth embodiment.

【図6】実施例6の床版の試供体を示す部分断面図であ
る。
FIG. 6 is a partial cross-sectional view showing a sample of a floor slab of Example 6.

【図7】実施例7の床版の試供体を示す部分断面図であ
る。
FIG. 7 is a partial cross-sectional view illustrating a sample of a floor slab according to a seventh embodiment.

【図8】実施例8の床版の試供体を示す部分断面図であ
る。
FIG. 8 is a partial sectional view showing a sample of a floor slab according to an eighth embodiment.

【図9】実施例9の床版の試供体を示す部分断面図であ
る。
FIG. 9 is a partial cross-sectional view illustrating a sample of a floor slab according to a ninth embodiment.

【図10】実施例10の床版の試供体を示す部分断面図
である。
FIG. 10 is a partial cross-sectional view showing a sample of a floor slab of Example 10.

【図11】衝撃音の試験設備の概要を示す模式図であ
る。
FIG. 11 is a schematic diagram showing an outline of an impact sound test facility.

【図12】床の打撃点を示す平面図である。FIG. 12 is a plan view showing impact points on the floor.

【図13】受音室の受音点を示す平面図である。FIG. 13 is a plan view showing a sound receiving point of the sound receiving room.

【符号の説明】[Explanation of symbols]

1 枠部材 2 上部材 3 下部材 4 支持部材 5 空間部 6 開口部 7 音波反射材兼遮音材 8 吸音材 9 吸音材兼防振材 10 振動絶縁材 11 側部材 12 拘束型制振材 13 ボルト 14 バネ材 15 重り 16 補強材兼遮音材 17 補強材 DESCRIPTION OF SYMBOLS 1 Frame member 2 Upper member 3 Lower member 4 Support member 5 Space part 6 Opening part 7 Sound reflection material and sound insulation material 8 Sound absorption material 9 Sound absorption material and vibration insulation material 10 Vibration insulation material 11 Side member 12 Restraint type vibration damping material 13 Bolt 14 Spring material 15 Weight 16 Reinforcement and sound insulation material 17 Reinforcement material

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平2−43443(JP,A) 特開 平7−292831(JP,A) 特開 平8−13641(JP,A) 特開 平6−330607(JP,A) 実開 平2−121515(JP,U) 実開 平5−96113(JP,U) 実開 平4−82248(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 5/43 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-2-43443 (JP, A) JP-A-7-292283 (JP, A) JP-A-8-13641 (JP, A) JP-A-6-294 330607 (JP, A) Japanese Utility Model Laid-open 2-121515 (JP, U) Japanese Utility Model 5-96113 (JP, U) Japanese Utility Model Laid-open 4-82248 (JP, U) (58) Fields surveyed (Int. 7 , DB name) E04B 5/43

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 隣接する複数のユニットよりなる床版構
造であって、床版を各ユニットに画成する枠部材と、そ
の枠の上側に設けられた上部材と、下側に設けられた下
部材とを含んで構成され、かつこれらにより空間部を画
成してなることを特徴とする床版構造。
1. A floor slab structure comprising a plurality of adjacent units, a frame member defining a floor slab in each unit, an upper member provided on an upper side of the frame, and a frame member provided on a lower side. A floor slab structure comprising a lower member and defining a space with the lower member.
【請求項2】 前記枠部材の空間部側に側部材をさらに
有し、この側部材と上部材と下部材とで空間部を画成し
て中空体を構成してなることを特徴とする請求項1記載
の床版構造。
2. The apparatus according to claim 1, further comprising a side member on the space side of the frame member, wherein the side member, the upper member and the lower member define a space to form a hollow body. The floor slab structure according to claim 1.
【請求項3】 枠部材と中空体との間に振動絶縁材を介
在させたことを特徴とする請求項2記載の床版構造。
3. The slab structure according to claim 2, wherein a vibration insulating material is interposed between the frame member and the hollow body.
【請求項4】 空間部を画成する上部材および下部材の
うち少なくとも一方に、空間部に連通する開口部を形成
したことを特徴とする請求項1、2または3記載の床版
構造。
4. The floor slab structure according to claim 1, wherein an opening communicating with the space is formed in at least one of an upper member and a lower member that define the space.
【請求項5】 空間部に、吸音材、音波反射材、遮音
材、補強材、動吸振材のうち少なくとも1つを適用した
ことを特徴とする請求項1、2、3または4記載の床版
構造。
5. The floor according to claim 1, wherein at least one of a sound absorbing material, a sound wave reflecting material, a sound insulating material, a reinforcing material, and a dynamic vibration absorbing material is applied to the space. Plate structure.
【請求項6】 両面を挟まれたタイプの拘束型制振材
を、上部材、下部材、側部材のうち少なくとも1つに、
適用したことを特徴とする請求項1、2、3、4または
5記載の床版構造。
6. A constrained damping material of a type sandwiched on both sides is provided on at least one of an upper member, a lower member, and a side member,
The floor slab structure according to claim 1, 2, 3, 4, or 5, wherein the floor slab structure is applied.
JP14923396A 1996-06-11 1996-06-11 Floor slab structure Expired - Fee Related JP3167926B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14923396A JP3167926B2 (en) 1996-06-11 1996-06-11 Floor slab structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14923396A JP3167926B2 (en) 1996-06-11 1996-06-11 Floor slab structure

Publications (2)

Publication Number Publication Date
JPH09328857A JPH09328857A (en) 1997-12-22
JP3167926B2 true JP3167926B2 (en) 2001-05-21

Family

ID=15470793

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14923396A Expired - Fee Related JP3167926B2 (en) 1996-06-11 1996-06-11 Floor slab structure

Country Status (1)

Country Link
JP (1) JP3167926B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008014073A (en) * 2006-07-07 2008-01-24 Hayakawa Rubber Co Ltd Soundproof structure

Also Published As

Publication number Publication date
JPH09328857A (en) 1997-12-22

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