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JP2001146811A - Soundproof floor structure - Google Patents

Soundproof floor structure

Info

Publication number
JP2001146811A
JP2001146811A JP32899999A JP32899999A JP2001146811A JP 2001146811 A JP2001146811 A JP 2001146811A JP 32899999 A JP32899999 A JP 32899999A JP 32899999 A JP32899999 A JP 32899999A JP 2001146811 A JP2001146811 A JP 2001146811A
Authority
JP
Japan
Prior art keywords
floor
soundproof
shock absorbing
impact
floor structure
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.)
Granted
Application number
JP32899999A
Other languages
Japanese (ja)
Other versions
JP4413344B2 (en
Inventor
Hiroyuki Yajima
浩之 矢島
Hirobumi Kakimoto
博文 柿本
Osamu Kiso
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
Daiwa House Industry Co Ltd
Original Assignee
Hayakawa Rubber Co Ltd
Daiwa House Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hayakawa Rubber Co Ltd, Daiwa House Industry Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP32899999A priority Critical patent/JP4413344B2/en
Publication of JP2001146811A publication Critical patent/JP2001146811A/en
Application granted granted Critical
Publication of JP4413344B2 publication Critical patent/JP4413344B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a soundproof floor structure capable of remarkably reducing a heavy floor impact noise. SOLUTION: This soundproof floor material 7 comprises a lower plate material 9, a plurality of impact cushioning members 10 and 11, and an upper member 12. The lower member is fixed to a floor lower structural body 3, the upper plate material is fixed to a floor upper structural body 4, and each impact cushioning member is disposed between the lower plate material and upper plate material. The impact cushioning member are separated from each other, a space 13 is formed in the horizontal direction, spring characteristics held by the impact cushioning members are selected from a group comprising linear spring characteristics, progressive spring characteristics, and constant load spring characteristics, and the spring characteristics of one impact cushioning member 10 are different from those of the other impact cushioning member 11. A floor bed material 5 has a bending strength of 13.0 N/mm2 or more by a JIS-A-5908 test and a thickness of 15 mm or more, and the weight of a floor upper structural body 4 per m2 is 40 to 100 kg.

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、鉄骨梁と、前記鉄
骨梁によって支持される床下部構造体と、前記床下部構
造体上の床上部構造体とを備えている、鉄骨構造住宅用
の防音床構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel-framed house comprising a steel beam, an under-floor structure supported by the steel beam, and an over-floor structure on the under-floor structure. Related to soundproof floor structure.

【0002】[0002]

【従来の技術】従来より、建築物の床衝撃音の低減に関
する要望は多い。かかる床衝撃音は、軽量床衝撃音と重
量床衝撃音に区別される。
2. Description of the Related Art There has been a great demand for reduction of floor impact noise of buildings. Such floor impact sounds are distinguished into light floor impact sounds and heavy floor impact sounds.

【0003】かかる床衝撃音の内、中でも、軽量床衝撃
音は、比較的加振力の弱い振動源に対して対策すればよ
いので、建築物自体の構造にほとんど影響されることな
く、仕上げ床材自体を対策することで容易に低減できる
ようになった。今では、かかる仕上げ床材は、防音床材
として広く普及している。
[0003] Among such floor impact sounds, among them, a lightweight floor impact sound can be treated with little influence on the vibration source having a relatively small excitation force, and thus can be finished without being affected by the structure of the building itself. By taking measures against the floor material itself, it can be easily reduced. Now, such finished flooring is widely used as soundproofing flooring.

【0004】一方、重量床衝撃音は、RC造のような剛
構造の建築物では床版厚を増すことで容易に改善できる
ので専ら床版厚の増加で対策がされている。
On the other hand, heavy floor impact noise can be easily improved by increasing the thickness of the floor slab in a building having a rigid structure such as RC structure, and therefore, measures are taken exclusively by increasing the thickness of the floor slab.

【0005】ところが、一般の戸建住宅や低層集合住宅
は、在来木造、ツーバイフォー、鉄骨造等が多く、柔構
造が主流であるため、前記手法は、柱、梁等構造材の剛
性増や床の重量増に要するコスト増のため、広く普及す
るには至っていない。なお、鉄骨造は、ツーバイフォー
や在来木造と比べ剛性はあるものの、振動が伝播し易い
という問題がある。
[0005] However, ordinary detached houses and low-rise apartment buildings are often made of conventional wooden structures, two-by-four, steel frames and the like, and have a flexible structure. Therefore, the above-mentioned method increases the rigidity of structural materials such as columns and beams. Due to the increased cost of increasing the weight of the floor, it has not been widely used. In addition, although the steel frame structure has rigidity compared with a two-by-four or a conventional wooden structure, there is a problem that vibration is easily propagated.

【0006】また、鉄骨造、ツーバイフォー及び在来木
造は、RC造よりも剛性が低い柔構造であるため、従
来、梁の背を高くし、従って床の剛性を上げたり、床の
重量を増したりすることが行われている。また、かかる
柔構造床では、天井を独立天井として共振を回避し、更
に天井材の増し貼りで遮音性を増したり、下階室の壁の
内側に壁を設けたりと実に多くの実験が行われたが、供
用し得る構造であって、音性能面でもコスト面でも満足
し得る方法は知られていない。
[0006] Further, since steel structures, two-by-four and conventional wooden structures are flexible structures having lower rigidity than RC structures, conventionally, the height of the beams is increased, and thus the rigidity of the floor is increased or the weight of the floor is increased. Or that is being done. In addition, with such a flexible structure floor, many experiments have been conducted with the ceiling as an independent ceiling to avoid resonance, further increase the sound insulation by attaching additional ceiling materials, and providing a wall inside the lower floor room wall. However, there is no known method that can be used and can satisfy both sound performance and cost.

【0007】[0007]

【発明が解決しようとする課題】本発明者は、床自体、
床の支持固定方法、床/天井空間の利用、天井支持方法
及び天井自体の改良等々様々な防音対策を考えた。その
結果、床衝撃源の加振力を吸収緩和することで、重量床
衝撃音が低減されることを解明した。
SUMMARY OF THE INVENTION The present inventor has proposed that the floor itself,
Various soundproofing measures were considered, such as the method of supporting and fixing the floor, the use of the floor / ceiling space, the method of supporting the ceiling, and the improvement of the ceiling itself. As a result, it was clarified that the floor impact noise was reduced by absorbing and relaxing the excitation force of the floor impact source.

【0008】従来、床版の上に発泡体等の緩衝層を全面
に敷いて、その上に60mm厚以上のコンクリートを全
面に形成する湿式浮床が行われたが、施工手間が多い点
と、発泡体等の緩衝層が柔らかいことから、船酔い現象
が生じる点等が指摘され、現在ではほとんど使用されて
いない。一方、この湿式浮床は、重量増の問題で、戸建
住宅や低層住宅では構造上負担が大きすぎるので好まし
くない。
Conventionally, a wet-type floating floor has been used in which a buffer layer such as a foam is laid on the entire surface of a floor slab and a concrete layer having a thickness of 60 mm or more is formed on the entire surface thereof. It has been pointed out that the seam sickness occurs due to the softness of the buffer layer such as a foam, and it is hardly used at present. On the other hand, this wet floating floor is not preferable because it has a problem of weight increase, and a detached house or a low-rise house is structurally too burdensome.

【0009】また、乾式二重床として、床版上に、約1
m角位の板材の四隅に防振ゴム脚を設けた床下地材を置
き並べ、その上に捨貼材や仕上材で床を形成する方法が
ある。しかし、かかる乾式二重床は、1つづつが下の床
版に固定されていないので、衝撃を受けた反力で床版か
ら浮き上がり、二度打ちが生じたり、単一のバネ特性だ
けで構成され、しかも床の面積に比べ防振ゴム脚が小さ
いので、十分衝撃が吸収できない欠点がある。
[0009] As a dry double floor, about 1
There is a method of arranging floor base materials provided with anti-vibration rubber legs at four corners of a plate material having an m-square position, and forming a floor therefrom using a discarded material or a finishing material. However, since such dry double floors are not fixed one by one to the lower floor slab, they are lifted from the floor slab by the reaction force of the impact, and are hit twice or have only a single spring characteristic. It has a drawback that it cannot be sufficiently absorbed because it is constructed and the rubber vibration proof legs are smaller than the floor area.

【0010】このような従来の技術では、コスト面、実
用性面から戸建や低層集合住宅が主流である柔構造建築
物で、重量床衝撃音(特に、LH −55)の低減が十分
に解決されておらず、コストを含め実用性の点で満足で
きる床構造の出現が待ち望まれている。
[0010] In such a conventional technology, cost, and flexible structure building detached and low-rise collective housing is mainly from practical plane, the reduction of heavy floor impact sounds (especially, L H -55) sufficient Therefore, the emergence of a floor structure that is satisfactory in terms of practicality, including cost, has been awaited.

【0011】本発明は、鉄骨造の戸建住宅や低層集合住
宅において、重量床衝撃源の衝撃力を分離及び分散させ
て、重量床衝撃音が著しく低減できる防音床構造を得る
ことを課題とする。
[0011] It is an object of the present invention to provide a soundproof floor structure capable of remarkably reducing heavy floor impact noise by separating and dispersing the impact force of a heavy floor impact source in a detached house or low-rise apartment house made of steel. I do.

【0012】[0012]

【課題を解決するための手段】本発明は、鉄骨梁と、前
記鉄骨梁によって支持される床下部構造体と、前記床下
部構造体上の床上部構造体とを備えており、前記床下部
構造体が、板状体と根太とを備える床パネル又は床版か
ら形成されており、前記床上部構造体が、床下地材と前
記床下地材上の床仕上げ材とから形成されている、鉄骨
構造住宅用の防音床構造であって、前記床下部構造体と
前記床上部構造体との間に複数の防音床材が配置されて
おり、前記防音床構造を縦断面で見た時、前記各防音床
材が互いに離間しており、前記各防音床材の間の水平方
向に空間が設けられており、前記各防音床材が下部板材
と複数の衝撃緩衝部材と上部板材とを備えており、前記
下部板材が前記床下部構造体に固定されており、前記上
部板材が前記床上部構造体に固定されており、前記各衝
撃緩衝部材が前記下部板材と前記上部板材との間に配置
されており、前記各衝撃緩衝部材が互いに離間してお
り、前記各衝撃緩衝部材の間の水平方向に空間が形成さ
れており、前記各衝撃緩衝部材がバネ特性を有してお
り、前記バネ特性が、線形バネ特性、プログレッシブバ
ネ特性及び定荷重バネ特性からなる群より選ばれてお
り、一方の前記衝撃緩衝部材の前記バネ特性と他方の前
記衝撃緩衝部材の前記バネ特性とが異なっており、前記
床下地材が、JIS−A−5908試験での13.0N
/mm2 以上の曲げ強さ及び15mm以上の厚みを有し
ており、前記床上部構造体の1m2 当たりの重量が40
〜100kgであることを特徴とする、防音床構造に係
るものである。
The present invention comprises a steel beam, an under-floor structure supported by the steel beam, and an over-floor structure on the under-floor structure. The structure is formed from a floor panel or a floor slab including a plate-like body and a joist, and the floor upper structure is formed from a floor covering material and a floor finishing material on the floor covering material. A sound-insulating floor structure for a steel structure house, wherein a plurality of sound-insulating floor members are arranged between the under-floor structure and the over-floor structure, and when the sound-insulating floor structure is viewed in a longitudinal section, Each of the soundproof floors is separated from each other, and a space is provided in a horizontal direction between each of the soundproof floors, and each of the soundproof floors includes a lower plate, a plurality of impact buffer members, and an upper plate. The lower plate is fixed to the lower floor structure, and the upper plate is mounted on the floor. It is fixed to a structure, each of the shock absorbing members is disposed between the lower plate and the upper plate, the respective shock absorbing members are separated from each other, and between each of the shock absorbing members A space is formed in the horizontal direction, each of the shock absorbing members has a spring characteristic, and the spring characteristic is selected from the group consisting of a linear spring characteristic, a progressive spring characteristic, and a constant load spring characteristic, The spring characteristic of one of the shock absorbing members is different from the spring characteristic of the other shock absorbing member, and the floor base material is 13.0 N in a JIS-A-5908 test.
/ M 2 or more and a thickness of 15 mm or more, and the weight of the floor superstructure per 1 m 2 is 40.
The present invention relates to a soundproof floor structure characterized by being weighed up to 100 kg.

【0013】本発明者等は、床衝撃源の加振力を吸収し
緩和する構造について検討した。その結果、本発明者等
は、防音床材を、既存の床版と板状捨貼材との間に設け
ることによって、床構造の重量床衝撃音が著しく改善さ
れることを突き止めた。
The present inventors have studied a structure for absorbing and relaxing the exciting force of a floor impact source. As a result, the present inventors have found that the provision of the soundproofing floor material between the existing floor slab and the plate-like discard material significantly reduces the heavy floor impact sound of the floor structure.

【0014】かかる防音床構造は、床を形成する土台と
なる板状捨貼材と床版との間に、複数の防音床材を離間
させて設け、これらの防音床材で床衝撃力を吸収緩和す
るとともに、各防音床材の間の空間において、衝撃力を
直接受ける板状捨貼材自体が問題とされる周波数よりも
低い周波数の振動での変形振動をすることにより、床版
への加振力の伝わりを低減し、床版からの放射音を著し
く低減するものである。
In such a sound-insulating floor structure, a plurality of sound-insulating floor materials are provided at a distance between a plate-like waste material serving as a base for forming a floor and a floor slab, and the floor impact force is absorbed by these sound-insulating floor materials. In addition to the relaxation, in the space between the sound-insulating floor materials, the plate-like waste material directly receiving the impact force itself undergoes deformation vibration at a frequency lower than the frequency at which the problem occurs, thereby increasing the load on the floor slab. The transmission of vibration force is reduced, and the sound radiation from the floor slab is significantly reduced.

【0015】また、本発明者等は、重量床衝撃の力が4
000N程度の大きさであり、この衝撃力を床構造で十
分に緩衝させないと、梁や床根太から吊木で天井を吊っ
た場合、天井の共振を伴ったり、下階室の壁からの放射
音により重量床衝撃音が悪影響を受けることを突き止め
た。
Further, the present inventors have found that the force of heavy floor impact is 4
If the impact force is not sufficiently buffered by the floor structure, if the ceiling is hung from a beam or floor joist with a suspension tree, the ceiling may resonate or radiate from the walls of the lower floor room. It was determined that the sound affected the heavy floor impact sound.

【0016】本発明者等がかかる騒音の対策を検討した
ところ、新たに吊木受を設けて独立天井を設けるには、
コスト上昇があり、場合によっては、天井空間を高くす
る必要が生じ、その結果、部屋の天井高が低くなり、圧
迫感が出る等の問題が生じることがわかった。一方、壁
からの放射音を防止するために、壁の内側に壁を作る等
の対策では、コスト面でも実用面でも不適当な結果とな
る。
The inventors of the present invention have studied the countermeasures against such noise.
It has been found that there is an increase in cost, and in some cases it is necessary to increase the ceiling space, and as a result, the ceiling height of the room becomes low, causing problems such as a feeling of oppression. On the other hand, taking measures such as forming a wall inside the wall in order to prevent sound radiated from the wall results in inappropriate results in terms of cost and practicality.

【0017】かかる知見の下、鋭意研究した結果、本発
明者等は、床下地材が、JIS−A−5908試験で1
3.0N/mm2 以上の曲げ強さを有し、15mm以上
の厚みを有しており、床下地材や床仕上げ材から形成さ
れる床上部構造体の1m2 当たりの重量が40〜100
kgであれば、重量床衝撃音をより一層改善できること
を見出した。
As a result of intensive studies based on such findings, the present inventors have found that the flooring material is one in JIS-A-5908 test.
It has a bending strength of 3.0 N / mm 2 or more, a thickness of 15 mm or more, and a weight per 1 m 2 of a floor upper structure formed from a floor covering material or a floor finishing material of 40 to 100.
It has been found that a heavy floor impact sound can be further improved if the weight is kg.

【0018】床下地材の曲げ強度及び厚みが大きく、床
上部構造体の質量が大きいと、床上部構造体の変形や振
動は抑えられ、上部床構造体の変形による衝撃エネルギ
ーの損失は大きくなり、したがって、重量床衝撃音の改
善量は大きくなると考えられる。
If the bending strength and thickness of the floor base material are large and the mass of the upper floor structure is large, the deformation and vibration of the upper floor structure are suppressed, and the loss of impact energy due to the deformation of the upper floor structure increases. Therefore, it is considered that the amount of improvement in the heavy floor impact sound is increased.

【0019】しかしながら、本発明者等が研究したとこ
ろ、曲げ強さと厚みが大きい床下地材は、局部的に変形
し難く、より一層広い面積で変形し、そのため、床上部
構造体を変形させ振動させるには、より一層多くのエネ
ルギーの損失が起こることがわかった。
However, the present inventors have researched and found that a flooring material having a large bending strength and thickness is hardly deformed locally and deforms in a much larger area. It has been found that even more energy loss occurs in order to do so.

【0020】また、本発明者等は、床上部構造体の質量
が大きいと、床上部構造体の変形や振動が起こり難く、
防音床材の各衝撃緩衝部材のバネ特性が有効に働き、床
上部構造体全面への振動エネルギーの分散が起こり、よ
り一層効率的に振動エネルギーを損失させることができ
ることを突き止め、本発明を完成させた。
Further, the present inventors have found that when the mass of the upper floor structure is large, deformation and vibration of the upper floor structure are less likely to occur.
Completed the present invention by finding out that the spring characteristics of each shock absorbing member of the soundproofing floor material work effectively, and the vibration energy is distributed over the entire floor upper structure, and the vibration energy can be more efficiently lost. I let it.

【0021】本発明の防音床構造では、衝撃を直接受け
る床上部構造体と、床本来の強度を有する床下部構造体
との間に、複数の防音床材が設けられている。かかる各
防音床材は、互いに離間させ、水平方向に空間を生じさ
せるように設けられている。かかる本発明の防音床構造
では、床上部構造体が各防音床材間の空間で変形するこ
とによるエネルギー損失と、複数の防音床材に衝撃力が
分散されることによる衝撃エネルギーの分散とによっ
て、床下部構造体へ伝わる衝撃力が著しく抑制され、重
量床衝撃音が著しく低減する。
In the sound-insulating floor structure of the present invention, a plurality of sound-insulating floor members are provided between the upper floor structure directly receiving the impact and the lower floor structure having the original strength of the floor. Each of the soundproof floor materials is provided so as to be separated from each other and to create a space in the horizontal direction. In the sound-insulating floor structure of the present invention, the energy loss caused by the deformation of the upper floor structure in the space between the sound-insulating floor members and the dispersion of the impact energy caused by the dispersal of the impact force to the plurality of sound-insulating floor members. Thus, the impact force transmitted to the underfloor structure is significantly suppressed, and the heavy floor impact sound is significantly reduced.

【0022】また、本発明にかかる防音床材では、下部
板材と上部板材との間に、複数の衝撃緩衝部材が設けら
れている。各衝撃緩衝部材は、互いに離間しており、か
かる各衝撃緩衝部材の間には、その水平方向に空間が形
成されている。各衝撃緩衝部材はバネ特性を有してお
り、このバネ特性は、線形バネ特性、プログレッシブバ
ネ特性及び定荷重バネ特性からなる群より選ばれてい
る。複数の衝撃緩衝部材の内、一方の衝撃緩衝部材のバ
ネ特性と他方の衝撃緩衝部材のバネ特性とは異なってい
る。
In the soundproof flooring according to the present invention, a plurality of shock absorbing members are provided between the lower plate and the upper plate. The respective shock absorbing members are separated from each other, and a space is formed between the respective shock absorbing members in the horizontal direction. Each shock absorbing member has a spring characteristic, and the spring characteristic is selected from the group consisting of a linear spring characteristic, a progressive spring characteristic, and a constant load spring characteristic. Among the plurality of shock absorbing members, the spring characteristics of one shock absorbing member are different from the spring characteristics of the other shock absorbing member.

【0023】本発明では、かかる衝撃緩衝部材は、異な
ったバネ特性を有し、各々独立で緩衝作用を示すことに
なる。かかる衝撃緩衝部材は、バネ特性の違いから、同
時に同じ反力を示すことなく動くため、より一層短い変
位量で、より一層大きな変形抵抗力を持つことができ
る。
According to the present invention, such shock-absorbing members have different spring characteristics and exhibit an independent buffering action. Since the shock absorbing member moves without exhibiting the same reaction force at the same time due to the difference in spring characteristics, the shock absorbing member can have a larger deformation resistance force with a shorter displacement amount.

【0024】結果として、かかる衝撃緩衝部材を用いた
本発明の防音床構造は、衝撃緩和力が大きく、床上部構
造体の振動自体も減衰され易いため、変位量も騒音も小
さく抑えることができる。
As a result, the sound-insulating floor structure of the present invention using such a shock-absorbing member has a large shock-absorbing force, and the vibration itself of the upper floor structure is easily attenuated. .

【0025】また、本発明では、床下地材が、JIS−
A−5908試験で13.0N/mm2 以上の曲げ強さ
を有し、15mm以上の厚みを有しており、床下地材や
床仕上げ材から形成される床上部構造体の1m2 当たり
の重量が40〜100kgであるので、床下部構造体は
全体として重く振動し難い状況となり、しかも部分的な
床上部構造体の変位が少なくなるにもかかわらず、その
変位の回復により、より一層重量床衝撃音を低減するこ
とができる。
Further, in the present invention, the floor base material is JIS-
It has a flexural strength of 13.0 N / mm 2 or more in an A-5908 test, has a thickness of 15 mm or more, and has a thickness of 1 m 2 per 1 m 2 of a floor upper structure formed from a floor base material or a floor finish material. Since the weight is 40 to 100 kg, the underfloor structure is heavy and difficult to vibrate as a whole, and the displacement of the underfloor structure is reduced even though the partial displacement of the underfloor structure is reduced. Floor impact noise can be reduced.

【0026】本発明の防音床構造は、床上部構造体と床
下部構造体との間に、複数の防音床材を離間させて設
け、この防音床材とその間の空間とで、床の衝撃力を吸
収緩和すること、及び上部板材と下部板材との間に、複
数のバネ特性の異なった衝撃緩衝部材を離間させて設
け、床上部構造体の振動を減衰させること、及び所定の
曲げ強さと厚さを有する床下地材を用い、床上部構造体
の重量を増すことにより、床下部構造体の振動を抑える
ことにより、床上部構造体上の歩行感を著しく向上させ
ることができとともに、床下部構造体から生じる低周波
数の騒音を著しく低減することができる。
In the sound-insulating floor structure of the present invention, a plurality of sound-insulating floor members are provided between the upper floor structure and the lower floor structure so as to be separated from each other. Absorbing and relaxing the force, and providing a plurality of shock-absorbing members having different spring characteristics between the upper plate and the lower plate to attenuate the vibration of the floor upper structure, and a predetermined bending strength. By using the floor base material having thickness and thickness, by increasing the weight of the upper floor structure, by suppressing the vibration of the lower floor structure, it is possible to significantly improve the walking feeling on the upper floor structure, The low frequency noise generated from the underfloor structure can be significantly reduced.

【0027】[0027]

【発明の実施の形態】図面を参照して、本発明を詳細に
説明する。図1は、本発明の一例の防音床構造の断面図
である。図2は、図1の防音床構造の平面図である。図
3は、本発明にかかる一例の防音床材の平面図である。
図4は、図3の防音床材の側面図である。図5は、本発
明にかかる一例の衝撃吸収材の平面図である。図6
(a)は、図5の衝撃吸収材をA−A線で切断して見た
断面図である。図6(b)は、図5の衝撃吸収材をB−
B線で切断して見た断面図である。図6(c)は、図5
の衝撃吸収材をC−C線で切断して見た断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to the drawings. FIG. 1 is a sectional view of a soundproof floor structure according to an example of the present invention. FIG. 2 is a plan view of the soundproof floor structure of FIG. FIG. 3 is a plan view of an example of a soundproof flooring material according to the present invention.
FIG. 4 is a side view of the soundproof flooring material of FIG. FIG. 5 is a plan view of an example of the shock absorbing material according to the present invention. FIG.
(A) is sectional drawing which cut | disconnected the shock absorber of FIG. 5 by the AA, and was seen. FIG. 6B shows the shock absorber of FIG.
FIG. 4 is a cross-sectional view taken along line B. FIG. 6C shows FIG.
FIG. 4 is a cross-sectional view of the shock absorbing material of FIG.

【0028】図1に示すように、本発明の防音床構造1
は、鉄骨構造住宅用の防音床構造であり、鉄骨梁2と、
鉄骨梁2によって支持される床下部構造体3と、床下部
構造体3上の床上部構造体4とを備えている。
As shown in FIG. 1, the sound-insulating floor structure 1 of the present invention
Is a soundproof floor structure for a steel-framed house,
An under-floor structure 3 supported by the steel beam 2 and an over-floor structure 4 on the under-floor structure 3 are provided.

【0029】床下部構造体3は、板状体と根太とを備え
る床パネル又は床版から形成されている。また、床上部
構造体4は、床下地材5とこの床下地材5上の床仕上げ
材6とから形成されている。
The underfloor structure 3 is formed from a floor panel or a floor slab having a plate-like body and a joist. Further, the upper floor structure 4 is formed of a floor base material 5 and a floor finish material 6 on the floor base material 5.

【0030】図1及び図2に示すように、床下部構造体
3と床上部構造体4との間には、複数の防音床材7が配
置されている。これらの防音床材7は、防音床構造1を
縦断面で見た時、互いに離間し、各防音床材7の間の水
平方向には、空間8が設けられている。
As shown in FIGS. 1 and 2, a plurality of soundproof floor members 7 are arranged between the underfloor structure 3 and the underfloor structure 4. These sound-insulating floor members 7 are separated from each other when the sound-insulating floor structure 1 is viewed in a longitudinal section, and a space 8 is provided in the horizontal direction between the sound-insulating floor members 7.

【0031】図3及び図4に示すように、各防音床材7
は、下部板材9と複数の衝撃緩衝部材10,11と上部
板材12とを備えている。図1に示すように、下部板材
9は、床下部構造体3に固定されており、上部板材12
は、床上部構造体4に固定されている。
As shown in FIG. 3 and FIG.
Includes a lower plate 9, a plurality of shock absorbing members 10, 11, and an upper plate 12. As shown in FIG. 1, the lower plate 9 is fixed to the lower floor structure 3 and the upper plate 12
Are fixed to the floor upper structure 4.

【0032】図1及び図4に示すように、各衝撃緩衝部
材10,11は、下部板材9と上部板材12との間に配
置され、互いに離間しており、それらの間の水平方向に
は空間13が形成されている。
As shown in FIGS. 1 and 4, each of the shock absorbing members 10 and 11 is disposed between the lower plate 9 and the upper plate 12 and is separated from each other. A space 13 is formed.

【0033】各衝撃緩衝部材10,11は、バネ特性を
有しており、かかるバネ特性は、線形バネ特性、プログ
レッシブバネ特性及び定荷重バネ特性からなる群より選
ばれている。一方の衝撃緩衝部材10のバネ特性と他方
の衝撃緩衝部材11のバネ特性とは異なっている。
Each of the shock absorbing members 10 and 11 has a spring characteristic, and the spring characteristic is selected from the group consisting of a linear spring characteristic, a progressive spring characteristic, and a constant load spring characteristic. The spring characteristics of one shock absorbing member 10 and the spring characteristics of the other shock absorbing member 11 are different.

【0034】床下地材5は、JIS−A−5908試験
での13.0N/mm以上の曲げ強さ及び15mm以
上の厚みを有しており、床上部構造体4の1m2 当たり
の重量は、40〜100kgである。
The underfloor material 5 has a bending strength of 13.0 N / mm 2 or more and a thickness of 15 mm or more in a JIS-A-5908 test, and a weight per 1 m 2 of the upper floor structure 4. Is 40-100 kg.

【0035】本発明の防音床構造1に重量衝撃源が落下
すると、重量衝撃源は、それ自体も変形しながら、床仕
上げ材6を変形させ、床下地材5をより大きな曲率半径
で変形させる。この時、床仕上げ材6がフローリング材
で、フロアーネイルで床下地材5に固定されていると、
床上部構造体4を変形させるエネルギーとして衝撃力の
一部が消費される。
When a heavy impact source falls on the soundproof floor structure 1 of the present invention, the heavy impact source deforms the floor finishing material 6 and the floor base material 5 with a larger radius of curvature while deforming itself. . At this time, if the floor finishing material 6 is a flooring material and is fixed to the floor base material 5 with a floor nail,
Part of the impact force is consumed as energy for deforming the upper floor structure 4.

【0036】各防音床材7の間に衝撃を受ける場合、床
上部構造体4は、その場所で変形が許容される。その変
形は、床下地材5に固定されている上部板材12の曲げ
変形応力を受けて復元し、衝撃エネルギーは損失する。
When an impact is applied between the sound-insulating floor members 7, the upper floor structure 4 is allowed to be deformed at that location. The deformation is restored by receiving the bending deformation stress of the upper plate material 12 fixed to the floor base material 5, and the impact energy is lost.

【0037】また、この場合、上部板材12の変形は、
上部板材12と下部板材9に挟まれた衝撃緩衝部材1
0,11に、圧縮変形を受ける部分と引張変形を受ける
部分とを生じさせる。これによっても、衝撃エネルギー
は損失する。
In this case, the deformation of the upper plate 12 is as follows.
Shock absorbing member 1 sandwiched between upper plate 12 and lower plate 9
At 0,11, a part undergoing compressive deformation and a part subject to tensile deformation are generated. This also results in a loss of impact energy.

【0038】すなわち、衝撃緩衝部材10,11のこれ
らの変形は、バネ特性による圧縮及び引張変形への抵抗
力で、更には、バネ特性の違いから生じる異なった変形
抵抗力によって回復し、衝撃エネルギーを損失させる。
In other words, these deformations of the shock absorbing members 10 and 11 are caused by resistance to compression and tensile deformation due to the spring characteristics, and are further recovered by different deformation resistances caused by the difference in spring characteristics. To lose.

【0039】防音床材7の直上に衝撃を受ける場合、各
衝撃緩衝部材10,11は、引張力がほとんどかかるこ
となく圧縮変形を受け、バネ特性の違いで異なった複数
の変形抵抗力を示し、衝撃エネルギーが損失する。
When an impact is applied directly above the soundproof floor member 7, each of the shock absorbing members 10 and 11 undergoes compression deformation with almost no tensile force, and exhibits a plurality of different deformation resistance forces due to differences in spring characteristics. , The impact energy is lost.

【0040】また、重量衝撃源が床上部構造体4から離
れると、床仕上げ材6及び床下地材5からなる床上部構
造体4は、圧縮変形されていた反力で逆方向に曲がり、
床上部構造体4を平滑に復元しようとする力が働き、床
上部構造体4に蓄積された衝撃エネルギーの損失が生じ
る。
When the heavy impact source moves away from the upper floor structure 4, the upper floor structure 4 composed of the floor finishing material 6 and the floor base material 5 bends in the opposite direction due to the reaction force that has been compressed and deformed.
The force for restoring the upper floor structure 4 to a smooth state works, and the impact energy stored in the upper floor structure 4 is lost.

【0041】この時、防音床材7の上部板材12は、曲
げ応力が解除され、逆方向に曲がる力が働いて復元す
る。また、上部板材12と下部板材9との間で圧縮され
ている衝撃緩衝部材10,11には、引張力が働き、衝
撃エネルギーの損失が起きて復元する。
At this time, the upper plate member 12 of the soundproof floor member 7 is released from the bending stress, and is restored by the force of bending in the opposite direction. Further, a tensile force acts on the shock absorbing members 10 and 11 that are compressed between the upper plate 12 and the lower plate 9, causing a loss of impact energy and restoring.

【0042】本発明では、図1及び図4に示すように、
防音床材7が少なくとも2種の衝撃緩衝部材10,11
を備えており、一方の衝撃緩衝部材10が上部板材12
と接しており、他方の衝撃緩衝部材11が上部板材12
との間に隙間14を有しており、床上部構造体4に衝撃
が加わった時、他方の衝撃緩衝部材11と上部板材12
とが接触するのが好ましい。
In the present invention, as shown in FIGS.
The soundproof flooring 7 is made up of at least two kinds of shock absorbing members 10 and 11.
One of the shock absorbing members 10 is an upper plate 12
And the other shock absorbing member 11 is
When the impact is applied to the upper floor structure 4, the other shock absorbing member 11 and the upper plate 12
Preferably contact with

【0043】また、本発明では、図1及び図4に示すよ
うに、床上部構造体4と上部板材12と間及び下部板材
9と床下部構造体3との間の少なくとも一方に、衝撃吸
収材15,16が設けられているのが好ましい。
According to the present invention, as shown in FIGS. 1 and 4, at least one of the space between the upper floor structure 4 and the upper plate 12 and the lower plate 9 and the lower floor structure 3 is provided with a shock absorbing member. Preferably, members 15 and 16 are provided.

【0044】さらに、本発明では、図1及び図2に示す
ように、床下部構造体3が複数の床下部構造体片3aを
水平に接ぎ合わすことで形成されており、下部板材9が
各床下部構造体片3aの継目3b上に設けられており、
継目3bの長さの25〜90%が下部板材9によって被
覆されているのが好ましい。
Further, in the present invention, as shown in FIGS. 1 and 2, the under-floor structure 3 is formed by horizontally joining a plurality of under-floor structure pieces 3a, and It is provided on the joint 3b of the underfloor structure piece 3a,
It is preferable that 25 to 90% of the length of the joint 3 b is covered with the lower plate 9.

【0045】床下部構造体3は、床上部構造体4の質量
によって全体として重くなり、床下部構造体片3aの継
目3bを下部板材9で次々と連結一体化すると、全体と
して重く振動し難くなるので、防音床構造1が全体とし
て床衝撃力を大きく低減させることができる。
The underfloor structure 3 becomes heavier as a whole due to the mass of the underfloor structure 4, and if the joints 3 b of the underfloor structure pieces 3 a are connected and integrated one after another with the lower plate 9, the whole is hardly vibrated as a whole. Therefore, the soundproof floor structure 1 can greatly reduce the floor impact force as a whole.

【0046】また、本発明では、図1に示すように、鉄
骨梁2と床下部構造体3の間に、衝撃緩和材17が介在
しているのが好ましい。衝撃緩和材17は、平板状の基
材17aと複数の凸部17b,17cとを備えており、
各凸部17b,17cが基材17aの表面及び裏面の少
なくとも一方に設けられており、各凸部17b,17c
が、基材の表面又は裏面から所定の高さで設けられてお
り、基材の表面又は裏面上で、相対的に高い高さの一方
の凸部17cと、一方の凸部17cの次に高い高さの他
方の凸部17bとの高さの差が、一方の凸部17cの高
さの5〜50%であり、一方の凸部17cが床下部構造
体3又は鉄骨梁2と接触しており、他方の凸部17b
と、床下部構造体3又は鉄骨梁2との間に隙間18が形
成されており、各凸部17b,17cが、ポリノルボー
ネンゴム、粘着付与樹脂及び軟化剤を含有する原料から
形成されており、各凸部17b,17cの比重が1.3
〜1.8であり、防音床構造1に衝撃が加わった時、他
方の凸部17bが床下部構造体3又は鉄骨梁2と接触
し、他方の凸部17bが圧縮変形するのが好ましい。
In the present invention, as shown in FIG. 1, it is preferable that an impact-reducing material 17 is interposed between the steel beam 2 and the underfloor structure 3. The shock absorbing member 17 includes a flat base material 17a and a plurality of convex portions 17b and 17c.
Each of the protrusions 17b, 17c is provided on at least one of the front surface and the back surface of the base material 17a.
Is provided at a predetermined height from the front surface or the back surface of the base material, and on the front surface or the back surface of the base material, one convex portion 17c having a relatively high height, and one convex portion 17c The difference between the height of the other protruding portion 17b having a high height is 5 to 50% of the height of the one protruding portion 17c, and the one protruding portion 17c is in contact with the underfloor structure 3 or the steel beam 2. And the other convex portion 17b
A gap 18 is formed between the steel sheet 2 and the underfloor structure 3 or the steel beam 2, and each of the projections 17b and 17c is formed from a raw material containing polynorbornene rubber, a tackifying resin, and a softener. And the specific gravity of each convex portion 17b, 17c is 1.3.
It is preferable that when an impact is applied to the soundproof floor structure 1, the other convex portion 17b comes into contact with the under-floor structure 3 or the steel beam 2, and the other convex portion 17b is compressed and deformed.

【0047】さらに、本発明では、床下地材5と床仕上
げ材6との間で、床下地材5上に遮音板19が設けられ
ており、遮音板19上に捨て貼り板20が設けられてお
り、床上部構造体4が、日本農林規格協会(JAS協会)の
規定するフローリングの曲げ強度試験に準じ、3kg荷重
と7kg荷重の各々のたわみの差が3.5mm以下となる
曲げ強度を有するのが好ましい。
Further, according to the present invention, the sound insulation plate 19 is provided on the floor base material 5 between the floor base material 5 and the floor finish material 6, and the discarding plate 20 is provided on the sound insulation plate 19. In accordance with the bending strength test of the flooring specified by the Japan Agriculture and Forestry Standards Association (JAS Association), the floor upper structure 4 is required to have a bending strength at which the difference in deflection between the 3 kg load and the 7 kg load is 3.5 mm or less. It is preferred to have.

【0048】また、本発明では、各防音床材7の間及び
床下部構造体3の周辺部の上面の少なくとも1箇所に、
支持材が設けられており、支持材が床上部構造体4を支
持しており、床上部構造体4上に衝撃が加わった時、支
持材が床上部構造体4の変位を許容するのが好ましい。
Further, in the present invention, at least one portion between the soundproof floor members 7 and the upper surface of the peripheral portion of the underfloor structure 3 is provided.
A supporting material is provided, the supporting material supports the upper floor structure 4, and when an impact is applied on the upper floor structure 4, the supporting material allows displacement of the upper floor structure 4. preferable.

【0049】以下、本発明の防音床構造の構成材につい
て説明する。本発明の防音床構造は、鉄骨構造の梁に支
持される床である。かかる鉄骨梁の鉄骨構造材は、鉄骨
造建築物に一般的に用いられる鉄骨材で、部位別に必要
な強度があれば良く、特に制約は無いが、塗装等で防錆
処理をすることができる。
Hereinafter, components of the soundproof floor structure of the present invention will be described. The soundproof floor structure of the present invention is a floor supported by steel structure beams. The steel structure material of such a steel beam is a steel frame material generally used for a steel-framed building, and may have the necessary strength for each part, and there is no particular limitation, but rust prevention treatment can be performed by painting or the like. .

【0050】この鉄骨梁の上には、直接又は衝撃緩和材
を介して床下部構造体を設けることができる。
The under-floor structure can be provided on the steel beam directly or via an impact-reducing material.

【0051】衝撃緩和材は、各種素材の発泡体、フェル
トや不織布等の繊維材料、ゴムやポリマーの粒体やゴム
発泡体やポリマー発泡体の粒体を単独又は併用して、バ
インダーで成型一体化したものやコルク等の多孔体、ゴ
ム粘弾性体を単体又は積層したものや各種形状に成型し
たもの等を用いることができる。
The impact-absorbing material may be made of a foam of various materials, a fibrous material such as felt or non-woven fabric, a rubber or polymer granule, a rubber foam or a polymer foam, alone or in combination, and integrally molded with a binder. It is possible to use a porous body such as cork, cork or the like, a rubber viscoelastic body alone or in a laminated form, or a molded article having various shapes.

【0052】かかる衝撃緩和材は、少なくとも片面に、
高振動減衰材からなる凸部を有するのが好ましく、高さ
が異なる多数の凸部を有しているものがさらに好まし
い。
[0052] At least one surface of the shock absorbing material is
It is preferable to have a convex portion made of a high vibration damping material, and more preferable to have a plurality of convex portions having different heights.

【0053】また、かかる凸部を構成するには、ゴム成
分を用いるのが好ましく、このゴム成分100重量部の
うち、5〜30重量部のポリノボーネンゴムを含有さ
せ、このゴム成分100重量部に対し、7〜25重量部
の粘着付与樹脂、10〜30重量部の軟化剤を含有させ
た原料から調製し、比重1.3〜1.8とするのが好ま
しい。衝撃緩和材として好結果が得られるからである。
It is preferable to use a rubber component to form such a convex portion. Of the rubber component, 5 to 30 parts by weight of polynobonene rubber is contained, and 100 parts by weight of the rubber component is contained. It is preferably prepared from a raw material containing 7 to 25 parts by weight of a tackifier resin and 10 to 30 parts by weight of a softening agent, and the specific gravity is preferably 1.3 to 1.8. This is because good results can be obtained as a shock absorbing material.

【0054】高振動減衰性を発揮させる上では、ポリノ
ルボーネンゴムは高価であるが、非常に効率良くその効
果を発揮することができる。また、凸部の原料のゴム成
分100重量部のうち、5〜30重量部のポリノルボー
ネンゴムを用いると、衝撃緩和の性能面、コスト面を併
せて好適な範囲である。
Although polynorbornene rubber is expensive in exhibiting high vibration damping, it can exhibit its effect very efficiently. Further, when 5 to 30 parts by weight of the polynorbornene rubber is used out of 100 parts by weight of the rubber component as the raw material of the convex portion, the impact mitigation performance and the cost are both in a suitable range.

【0055】ポリノルボーネンゴムが5重量部未満で
は、振動減衰性能が不十分で、様々な他の配合成分で調
整しても、室温領域での振動減衰性能が悪くなる。逆
に、30重量部を超えると、室温領域での振動減衰性能
は良いものの、幅広い温度領域をカバーすることができ
なくなる点と、非常に高コストとなることで、実用性に
欠ける。
If the polynorbornene rubber is less than 5 parts by weight, the vibration damping performance is insufficient, and the vibration damping performance in the room temperature region is deteriorated even when adjusted with various other components. On the other hand, when the amount exceeds 30 parts by weight, the vibration damping performance in the room temperature region is good, but a wide temperature range cannot be covered, and the cost is extremely high, so that it is not practical.

【0056】凸部の原料には、その他のゴム成分を用い
ることができ、例えば、EPT、NBR、CR、BR、
SBR、IR、NR、ポリイソブチレン、再生ゴム等の
ゴムを単独又は併用して用いれば良い。
Other rubber components can be used as the raw material of the convex portion. For example, EPT, NBR, CR, BR,
Rubber such as SBR, IR, NR, polyisobutylene, and recycled rubber may be used alone or in combination.

【0057】かかる凸部の高振動減衰性は、以下に述べ
る手法により、より一層高めることができる。その具体
例として、粘着付与樹脂や軟化剤を配合したり、凸部の
比重を適正範囲にすることを例示できる。
The high vibration damping property of the projection can be further enhanced by the method described below. Specific examples thereof include mixing a tackifier resin and a softening agent, and setting the specific gravity of the convex portion within an appropriate range.

【0058】粘着付与樹脂としては、テルペン樹脂、テ
ルペンフェノール樹脂、シクロペンタジエン系樹脂、ア
ルキルフェノール樹脂、ロシン、変性ロシン、脂肪族炭
化水素樹脂、石油系樹脂、キシレン樹脂、クマロン樹脂
等の具体例を挙げることができる。
Specific examples of the tackifying resin include terpene resin, terpene phenol resin, cyclopentadiene resin, alkylphenol resin, rosin, modified rosin, aliphatic hydrocarbon resin, petroleum resin, xylene resin, cumarone resin and the like. be able to.

【0059】かかる粘着付与樹脂の配合量は、ゴム成分
100重量部に対し、7〜25重量部が好適である。7
重量部未満の場合、少なくなるにつれ、振動減衰性が悪
化するので好ましくない。逆に、25重量部を超える
と、低温特性が悪化するので好ましくない。
The amount of the tackifier resin is preferably 7 to 25 parts by weight based on 100 parts by weight of the rubber component. 7
When the amount is less than the weight part, the vibration damping property is deteriorated as the amount is reduced, which is not preferable. Conversely, if it exceeds 25 parts by weight, the low-temperature characteristics deteriorate, which is not preferable.

【0060】軟化剤としては、パラフィン系、アロマ
系、ナフテン系のオイルやフタル酸誘導体、アジピン酸
誘導体、アレイン酸誘導体、ポリブテン、トール油等を
例示することができ、それ等は単独又は併用して用いれ
ば良い。
Examples of the softener include paraffinic, aroma and naphthenic oils, phthalic acid derivatives, adipic acid derivatives, aleic acid derivatives, polybutenes, tall oils and the like. These may be used alone or in combination. And use it.

【0061】かかる軟化材の配合量は、ゴム成分100
重量部に対し、10〜30重量部が好適である。10重
量部未満の場合は、少なくなるにつれ、振動減衰性が悪
化するので好ましくない。逆に、30重量部を超える
と、振動減衰性のピーク温度が低温側に移行し過ぎて好
ましくない
The amount of the softener is 100 parts by weight of the rubber component.
10 to 30 parts by weight with respect to parts by weight is suitable. When the amount is less than 10 parts by weight, the vibration damping property deteriorates as the amount decreases, which is not preferable. Conversely, if it exceeds 30 parts by weight, the peak temperature of the vibration damping property shifts too much to the low temperature side, which is not preferable

【0062】凸部の比重は、振動減衰性に比較的大きな
影響を与える。好適な範囲は、1.3〜1.8である。
1.3未満のときは、徐々に低比重になるに従って、振
動減衰性能が悪化する傾向があり、圧縮永久歪も増すの
で好ましくない。逆に、1.8を超えても、性能面での
利点がなく、延び性能や引張圧縮繰返し性能が悪化して
くるし、耐久性の上でも好ましくない。
The specific gravity of the projection has a relatively large effect on the vibration damping. A preferred range is from 1.3 to 1.8.
If it is less than 1.3, the vibration damping performance tends to deteriorate as the specific gravity gradually decreases, and the compression set also increases. Conversely, if it exceeds 1.8, there is no advantage in performance, the elongation performance and the tensile / compression repetition performance deteriorate, and it is not preferable in terms of durability.

【0063】かかる凸部を、高さが異なるようにして複
数設けると、衝撃による圧縮変形を受ける時、高い方が
先に衝撃吸収を行い、低い方が徐々に衝撃吸収するた
め、振動減衰性能が高く維持され、変位量を最小に抑え
ることができ、振動絶縁効果が高くなる。
If a plurality of such projections are provided with different heights, when receiving a compressive deformation due to an impact, the higher one absorbs the impact first, and the lower one absorbs the impact gradually. Is maintained high, the displacement can be minimized, and the vibration isolation effect is enhanced.

【0064】本発明にかかる床下部構造体について説明
する。本発明で言う床下部構造体とは、鉄骨梁に支持さ
れる床構造である。かかる床下部構造体は、その上での
作業に支障が無いなら、特に制約は無い。
The underfloor structure according to the present invention will be described. The underfloor structure referred to in the present invention is a floor structure supported by steel beams. There is no particular limitation on the underfloor structure as long as it does not hinder the work thereon.

【0065】床下部構造体の具体例としては、ALC
版、PC版、中空押出セメント版等の無機質床版単体、
又はそれ等の上に、モルタルを10mm〜30mm塗布
したものを挙げることができる。
As a specific example of the underfloor structure, ALC
Inorganic slabs such as slabs, PC plates, hollow extruded cement plates, etc.,
Alternatively, those obtained by applying mortar to them over 10 mm to 30 mm can be cited.

【0066】かかる床下部構造体は、かかる無機質床版
の上及び/又は下に、パーチクルボード、合板、鉄板、
アスファルトと高比重物とを混合成型した板状物、ゴム
又はポリマーの高比重シート等の板状体やシート等を一
層又は複数層を積層したものであっても良い。このとき
の積層手段は、ビスや釘で物理的に固定しても良く、粘
着剤や接着剤で化学的に固定しても良く、両方併用して
も良い。
The underfloor structure may include a particle board, a plywood, an iron plate, on and / or below the inorganic slab.
A plate-like material obtained by mixing and molding asphalt and a high-specific-gravity material, a plate-like material such as a rubber or polymer high-specific-gravity sheet, a sheet or the like, or a single-layer or a plurality of layers may be laminated. The laminating means at this time may be physically fixed with screws or nails, may be chemically fixed with an adhesive or an adhesive, or may be used in combination.

【0067】この時、本発明では、隣接した床下部構造
体間を板材で橋かけするように設置した方がよい。床下
部構造体を一体化することで、床下部構造体が動き難く
なるので、防音床構造としても安定するし、音性能の面
でも良い。
At this time, in the present invention, it is preferable to install the bridge so as to bridge between the adjacent substructures with a plate. By integrating the underfloor structure, it becomes difficult for the underfloor structure to move, so that the soundproof floor structure can be stabilized and the sound performance can be improved.

【0068】特に、ALC版等の無機質床版は、通常、
その上にモルタルを塗布して床版を一体化することが一
般的である。したがって、床版間の継目の上に板材を固
定したり、本発明のように、床版間の継目を防音床材の
下部板材で連結固定すれば、モルタルは特に必要なくな
り、完全乾式工法とすることができる。かかる完全乾式
工法では、モルタル塗布・乾燥の工程が短縮できるの
で、工期・コスト共メリットが大である。
In particular, inorganic slabs such as ALC plates are usually
It is common to apply mortar thereon and integrate the floor slab. Therefore, if the plate is fixed on the seam between the floor slabs, or if the seam between the floor slabs is connected and fixed with the lower plate of the soundproofing floor material as in the present invention, the mortar is not particularly necessary, and the completely dry method is adopted. can do. In such a completely dry method, the steps of applying and drying the mortar can be shortened, so that there are great merits in terms of work period and cost.

【0069】また、本発明にかかる床下部構造体は、木
質系の床パネルであっても良い。かかる床パネルは、根
太と板状体で構成される。かかる床下部構造体は、梁で
根太を支持する構造でも、周囲を木枠で囲い、所々に根
太又は格子で板状体を固定した構造でも良く、板状体
は、根太や枠の上下に設けたものであっても良い。
The underfloor structure according to the present invention may be a wooden floor panel. Such floor panels are composed of joists and plate-like bodies. The underfloor structure may be a structure in which beams are used to support joists, or a structure in which a perimeter is surrounded by a wooden frame and plate-like bodies are fixed in places by joists or lattices. It may be provided.

【0070】かかる床下部構造体の場合は、床衝撃によ
る板状体の共振で太鼓現象を生じさせない工夫が必要で
ある。その防止策の具体例としては、有孔板を使用した
り、一方の板状体の質量を増して振動し難くしたり、中
に吸音材を詰めたり、前記方法で吸音材間に石膏ボード
を任意の寸法で介在させ、吸音材のバネ間に重りを設け
た動吸振の構造とする等の方法を挙げることができる。
In the case of such an underfloor structure, it is necessary to take measures to prevent the drum phenomenon from occurring due to resonance of the plate-like body due to floor impact. Specific examples of the preventive measures include using a perforated plate, increasing the mass of one plate to make it difficult to vibrate, filling sound-absorbing material in the inside, and using the above-described method between gypsum boards. May be interposed at arbitrary dimensions, and a dynamic vibration absorbing structure in which a weight is provided between the springs of the sound absorbing material.

【0071】また、かかる木質系の床下部構造体の場合
は、根太や枠の剛性を付与するために、金属板や金属板
の折り曲げ加工をした金具を用い、釘やビスで床下部構
造体を部分的に補強する方法も、音性能の向上に有効で
ある。さらに、板状体も、無機質床版と同様に、各種板
材を積層することもでき、隣接した木質系の床下部構造
体間に橋かけ状に交差して固定一体化することもでき
る。
In the case of such a wooden underfloor structure, a metal plate or a metal plate obtained by bending a metal plate is used, and a nail or a screw is used to impart rigidity to the joist and the frame. Is also effective for improving the sound performance. Further, as with the inorganic floor slab, the plate-like body can be formed by laminating various plate materials, and can be fixedly integrated by crossing between adjacent wooden floor-based structures in a bridging manner.

【0072】本発明にかかる防音床材について説明す
る。かかる防音床材は、下部板材と上部板材とそれらの
間の線形バネ特性、プログレッシブバネ特性又は定荷重
バネ特性を有する衝撃緩衝部材から構成される。
The soundproof flooring material according to the present invention will be described. Such a soundproof floor material is composed of a lower plate material and an upper plate material and an impact buffering member having a linear spring characteristic, a progressive spring characteristic or a constant load spring characteristic therebetween.

【0073】かかる下部板材と上部板材は、基本的には
各種素材の板状物であれば良い。その具体例は、鉄、
銅、黄銅、アルミニウム、ステンレス等の金属や合金の
板材、ポリエチレン、ポリプロピレン、ポリエステル、
ポリスチレン、ナイロン、ポリカーボネート、ABS等
のポリマーの板材、合板、集成材、木材等の板材を単体
又は併用しても良い。
The lower plate member and the upper plate member may be basically plate-like materials of various materials. Specific examples are iron,
Plates of metals and alloys such as copper, brass, aluminum and stainless steel, polyethylene, polypropylene, polyester,
A plate material of a polymer such as polystyrene, nylon, polycarbonate, or ABS, a plywood, a laminated material, or a plate material such as wood may be used alone or in combination.

【0074】下部板材又は上部板材としての金属製の板
材は、メッキ、ゴム又はポリマーで被覆したもので良
い。かかる金属製の板材は、メッキ、ゴムやポリマーで
被覆したものでも良く、板材の2辺又は4辺を折り曲げ
て剛性を付与したり、予め床下部構造体への止め穴を設
けた物であっても良い。
The metal plate as the lower plate or the upper plate may be coated with plating, rubber or polymer. Such a metal plate may be coated with plating, rubber, or a polymer, and may be provided with rigidity by bending two or four sides of the plate, or may be provided with a stop hole for the underfloor structure in advance. May be.

【0075】ポリマーの板材は、FRPでも良く、金綱
や織布、不織布を含浸又は含浸積層して剛性を付与した
ものでも良い。
The plate material of the polymer may be FRP, or may be a material provided with rigidity by impregnating or impregnating a braid, woven fabric, or nonwoven fabric.

【0076】下部板材と床下部構造体との接触面や上部
板材と床上部構造体との接触面に、衝撃吸収材を介在さ
せても良い。特に、床下部構造体や床上部構造体に接す
る下部板材や上部板材の素材が異なる場合には、歩行時
の異音発生要因となる危険性があるので、予め、衝撃吸
収材を設けておくことが望ましい。
An impact absorbing material may be interposed on the contact surface between the lower plate and the underfloor structure or the contact surface between the upper plate and the underfloor structure. In particular, if the material of the lower plate material or the upper plate material in contact with the underfloor structure or the overfloor structure is different, there is a risk of generating abnormal noise when walking, so a shock absorbing material is provided in advance. It is desirable.

【0077】かかる衝撃吸収材の具体例としては、ゴ
ム、ポリマー、発泡体、フェルト、不織布等を挙げるこ
とができる。かかる衝撃吸収材は、床下部構造体や床上
部構造体と下部板材や上部板材の接触面で、全面又は部
分的に設けても十分にその効果を発揮させることができ
る。
Specific examples of such a shock absorbing material include rubber, polymer, foam, felt, and nonwoven fabric. Such an impact absorbing material can exert its effect sufficiently even if it is provided entirely or partially on the contact surface between the lower floor structure or the upper floor structure and the lower plate material or the upper plate material.

【0078】下部板材は、少なくとも隣り合う床下部構
造体間を固定し、下部板材が床下部構造体間の継目を橋
かけ固定する長さの和が、床下部構造体間の継目の25
〜90%の長さであることが好適な範囲であり、より好
ましくは、35〜80%である。25%未満の場合は、
固定度が低くなり、63Hzの改善量が悪化する傾向が
生じるので好ましくない。逆に、90%を超えても、6
3Hzや125Hzの改善効果が飽和になり、その他の
利点も生じないばかりか、コストアップになるので好ま
しくない。なお、本発明で用いる床下部構造体間の継目
の長さは、組み合わされた床下部構造体の最外周を含ま
ず、床下部構造体片が隣り合って存在する場合の床下部
構造体片の継目の長さを言う。
The lower plate is fixed at least between the adjacent sub-floor structures, and the sum of the lengths at which the lower plate bridges the seams between the sub-floor structures is equal to 25 joints between the sub-floor structures.
A preferred range is a length of 9090%, more preferably 35-80%. If less than 25%
It is not preferable because the degree of fixation becomes low and the amount of improvement at 63 Hz tends to deteriorate. Conversely, even if it exceeds 90%, 6
The improvement effect of 3 Hz or 125 Hz becomes saturated, and other advantages are not generated, and the cost increases, which is not preferable. The length of the seam between the underfloor structures used in the present invention does not include the outermost circumference of the combined underfloor structure, and the underfloor structure piece when the underfloor structure pieces are adjacent to each other Say the length of the seam.

【0079】本発明にかかる線形バネ特性を有する衝撃
緩衝部材は、上部板材と下部板材との間の領域で、圧縮
応力に対する変位量の関係が、線形変形するバネ特性を
有するものである。具体的には、コイルバネ、円錐バネ
等を挙げることができる。
The shock absorbing member having linear spring characteristics according to the present invention has a spring characteristic in which the relationship between the amount of displacement with respect to the compressive stress and the amount of displacement is linearly deformed in the region between the upper plate and the lower plate. Specifically, a coil spring, a conical spring, and the like can be given.

【0080】線形バネ特性を有する衝撃緩衝部材の材質
としては、バネ鋼鋼材、硬鋼線、ピアノ線、オイルテン
パー線、バネ用ステンレス鋼線、黄銅線、洋白線、リン
青銅線、ヘリリウム銅線、等を例示でき、特に制約は無
い。床に使用するので、高さを低くしても底突きしない
円錐バネは、変位量を少なく設定できるので、好都合で
ある。
The material of the shock absorbing member having linear spring characteristics includes spring steel, hard steel wire, piano wire, oil-tempered wire, stainless steel wire for spring, brass wire, nickel silver wire, phosphor bronze wire, helium copper wire. , Etc., and there are no particular restrictions. A conical spring that does not strike the bottom even when the height is reduced because it is used for the floor can be set to a small amount of displacement, which is advantageous.

【0081】プログレッシブバネ特性を有する衝撃緩衝
部材は、上部板材と下部板材との間の領域で、圧縮応力
に対する変位量の関係が、変位量が増加するにつれ急激
に圧縮応力が高くなるバネ特性を有するものである。各
種素材の加硫ゴムを例示することができる。
The shock-absorbing member having the progressive spring characteristic has a characteristic that the relationship between the displacement and the compressive stress in the region between the upper plate and the lower plate is such that the compressive stress suddenly increases as the displacement increases. Have Vulcanized rubber of various materials can be exemplified.

【0082】かかる衝撃緩衝部材は、ゴム硬度や形状寸
法により、また、1個の防音床材に使用する個数によっ
て、衝撃緩衝力を任意に決めることができる。
The shock-absorbing force of the shock-absorbing member can be arbitrarily determined by the rubber hardness and the shape and size, and by the number used for one sound-insulating floor member.

【0083】定荷重バネ特性を有する衝撃緩衝部材は、
圧縮応力と変位の関係が、ある変位量の範囲では変位量
を増しても、ある一定の圧縮応力ではあるが、変位量が
更に増すと急激に圧縮応力が高くなるバネ特性を有する
ものである。具体的には、嵩高の繊維系物、嵩高の発泡
体系物を例示することができる。
The shock absorbing member having a constant load spring characteristic is as follows.
The relationship between the compressive stress and the displacement is a certain constant compressive stress even if the displacement amount is increased in a certain displacement range, but has a spring characteristic that the compressive stress suddenly increases as the displacement amount further increases. . Specifically, a bulky fiber-based material and a bulky foam-based material can be exemplified.

【0084】本発明にかかる防音床材の特性は、かかる
衝撃緩衝部材によって大きく左右される。衝撃緩衝部材
は、1種だけを使用したのでは、各々の衝撃緩衝部材が
同じ抵抗成分として作用するので、衝撃緩衝作用には限
界がある。そのため、本発明では、2種以上の異なった
バネ特性を有する衝撃緩衝部材を併用し、並列で離間し
て用いることにより、衝撃力を分散させ、異なった抵抗
成分として働かせ、より少ない変位量で衝撃力を低減さ
せる。
The characteristics of the sound-insulating flooring material according to the present invention are greatly influenced by the shock absorbing member. If only one type of impact buffering member is used, each impact buffering member acts as the same resistance component, so that the impact buffering operation has a limit. Therefore, in the present invention, two or more types of shock absorbing members having different spring characteristics are used in combination and separated and used in parallel, thereby dispersing the impact force, acting as different resistance components, and using a smaller displacement amount. Reduce impact force.

【0085】これ等のバネ特性を有する衝撃緩衝部材
は、上部板材及び下部板材に接触する必要があるが、す
べての衝撃緩衝部材が上部板材及び下部板材に固定され
る必要はない。つまり、衝撃緩衝部材は、供用時や、衝
撃を受けた瞬間や、衝撃源が床面から離れた瞬間は、反
力で逆に反るので、衝撃緩衝部材が圧縮され、その後復
元する際に、その力を衝撃エネルギーの損失に利用する
ことができれば、上部板材及び下部板材と固定されてい
る必要はない。
The shock absorbing members having these spring characteristics need to contact the upper plate and the lower plate, but it is not necessary that all the shock absorbing members be fixed to the upper plate and the lower plate. In other words, when the shock absorbing member is in service, at the moment of receiving an impact, or at the moment when the impact source separates from the floor surface, it reverses due to the reaction force. If the force can be used for loss of impact energy, it is not necessary to be fixed to the upper plate and the lower plate.

【0086】しかしながら、各衝撃緩衝部材は、横ズレ
を防止して、衝撃緩衝性能を安定して提供できるよう、
少なくとも上部板材及び下部板材のいずれか一方には固
定されていることが必要である。衝撃緩衝部材の固定
は、種々の固定治具を介して行うことができる。
However, each of the shock absorbing members is designed to prevent lateral displacement and to stably provide shock absorbing performance.
At least one of the upper plate and the lower plate must be fixed. The shock absorbing member can be fixed through various fixing jigs.

【0087】また、各衝撃緩衝部材は、複数で並列に用
いるが、この時、衝撃緩衝部材間に高さの差を設けて、
一方の衝撃緩衝部材のバネ特性による抵抗成分が作用を
始める時間と他の衝撃緩衝部材の抵抗成分が作用する時
間をずらすことによって、衝撃力低減の調整を行うこと
ができる。これは、特に少ない変位量で、衝撃力低減を
させる上で有効になる。
A plurality of shock absorbing members are used in parallel. At this time, a difference in height is provided between the shock absorbing members,
By shifting the time when the resistance component due to the spring characteristics of one shock buffering member starts to act and the time when the resistance component of the other shock buffering member acts, it is possible to adjust the impact force reduction. This is effective for reducing the impact force with a particularly small displacement amount.

【0088】本発明にかかる支持材について説明する。
かかる支持材は、硬質ウレタン、スチロール、フェノー
ル等の硬質発泡体、木材等の外周又は上下に、合計で1
0mm以上、好ましくは20mm以上の厚みで、フェル
ト、不織布、各種ゴムの発泡体、ポリエチレン、ポリプ
ロピレン、EVA、軟質ウレタン等の発泡体を設けたも
の等や、復元性に優れた厚みの厚い不織布を単体で設け
たもの等が用いられる。
The support according to the present invention will be described.
Such a support material is made of a hard foam such as hard urethane, styrene, phenol, or the like, or a perimeter or top and bottom of wood or the like, for a total of 1
With a thickness of 0 mm or more, preferably 20 mm or more, felts, nonwoven fabrics, foams of various rubbers, those provided with foams such as polyethylene, polypropylene, EVA, and soft urethane, and thick nonwoven fabrics having excellent resilience are used. The one provided alone is used.

【0089】かかる支持材は、特に、床下部構造体の周
囲の上面や防音床材の間に、任意の寸法・間隔で設ける
のが好ましい。かかる支持材は、床衝撃音に悪影響を与
えることなく、間仕切壁や家具等の大きな荷重に対し、
床が極端に沈み込むことを防ぎ、側路伝播音の影響を受
けることを回避するのに有効であり、低コストで、歩行
感に違和感を与えることも防止することができる。
It is preferable that such a supporting material is provided at an arbitrary size and at an interval between the upper surface around the underfloor structure and the soundproofing floor material. Such a support material does not adversely affect the floor impact sound, and against a large load such as a partition wall or furniture.
This is effective in preventing the floor from sinking extremely, and avoiding the influence of the sideway propagation sound, and at low cost, it is possible to prevent the walking feeling from being uncomfortable.

【0090】かかる支持材は、衝撃緩衝部材の厚みより
厚く設定し、予め圧縮した状態で用いることが望まし
い。つまり、フェルト、不織布、軟質発泡体は、定荷重
バネ特性を示すので、圧縮して定荷重状況を予め作って
おくことで、圧縮永久歪を受けても定荷重バネ特性を発
揮することができる。
It is desirable that such a supporting member is set thicker than the thickness of the shock absorbing member and is used in a state of being compressed in advance. In other words, since the felt, the nonwoven fabric, and the soft foam exhibit the constant load spring characteristic, the constant load spring characteristic can be exerted by compressing and creating a constant load condition in advance even if the compression set is received. .

【0091】かかる支持材は、厚みが10mm以上必要
で、10mm未満であると、床衝撃音を悪化させるおそ
れがある。かかる支持材の厚みは、20mm以上がより
望ましい。
The thickness of the support is required to be 10 mm or more. If the thickness is less than 10 mm, the floor impact sound may be deteriorated. The thickness of such a supporting material is more desirably 20 mm or more.

【0092】また、かかる支持材に好ましい材質として
は、特に、不織布の中の繊維の融点を異ならせ混和して
おき、加工中に熱処理し、繊維間に融着補強点を数多く
持たせたものを挙げることができる。かかる支持材は、
圧縮復元性に特に優れる。
[0092] The preferable material for the support material is, in particular, a material in which the melting points of the fibers in the non-woven fabric are made different and mixed, and heat treatment is performed during the processing, so that a large number of fusion reinforcing points are provided between the fibers. Can be mentioned. Such supports are
Particularly excellent in compression / restoration.

【0093】本発明にかかる床上部構造体について説明
する。かかる床上部構造体は、床の変位量及び重量床衝
撃音に大きな影響を与え、非常に重要な構成要素であ
る。かかる床上部構造体の上面は、ヒトが直接歩行する
部分であり、防音床材を有効に利用することができるか
否かの問題にかかる部分である。
[0093] The floor upper structure according to the present invention will be described. Such a structure above the floor greatly affects the displacement amount of the floor and the heavy floor impact sound, and is a very important component. The upper surface of such a floor upper structure is a part where a person walks directly, and is a part concerning the problem of whether or not the soundproof floor material can be used effectively.

【0094】すなわち、床上部構造体は、その最下部に
ある床下地材によって、防音床材が橋かけられており、
床上部構造体の変位や振動が重量床衝撃音の発生と密接
に関係しているからである。
That is, the sound-absorbing floor material is bridged by the floor base material at the lowermost part of the upper floor structure.
This is because the displacement and vibration of the upper floor structure are closely related to the generation of the heavy floor impact sound.

【0095】床下地材は、曲げ強度が不足すると、特に
防音床材の間の防音床材によって支持されていない部分
の変位量が大きくなり過ぎ、歩行感を著しく悪化させ
る。
When the bending strength of the floor base material is insufficient, the displacement of the portion not supported by the soundproof floor material particularly between the soundproof floor materials becomes too large, and the walking feeling is remarkably deteriorated.

【0096】本発明にかかる床下地材は、曲げ強さが1
3.0N/mm2 以上の材質で、厚みが15mm以上で
ある。曲げ強さが13.0N/mm2 未満では、厚みが
15mm以上であっても、変形量が大きくなる。また、
曲げ強さが13.0N/mm 2 以上であっても、厚みが
15mm未満であると、変形量が大きくなる。
The flooring material according to the present invention has a bending strength of 1
3.0 N / mmTwo With the above materials, the thickness is more than 15mm
is there. Flexural strength of 13.0N / mmTwo If the thickness is less than
Even if it is 15 mm or more, the amount of deformation is large. Also,
Flexural strength of 13.0N / mm Two Even if it is more than
If it is less than 15 mm, the amount of deformation increases.

【0097】かかる床下地材としては、パーチクルボー
ド、合板、中空押し出しセメント版等を用いることがで
きる。かかる床下地材は、釘やビス等によって、防音床
材の上部板材と固定することができる。
As such a floor base material, a particle board, a plywood, a hollow extruded cement plate or the like can be used. The floor base material can be fixed to the upper plate of the soundproof floor material with nails, screws, or the like.

【0098】また、床上部構造体は、フロアーネイルで
積層一体化することができるが、その際には、床下地材
として無機質板を用いた場合には、木質系板材を併用す
ることができる。
The upper floor structure can be laminated and integrated with floor nails. In this case, when an inorganic board is used as a floor base material, a wood-based board can be used together. .

【0099】かかる床下地材は、床に衝撃や荷重を受け
た時に、一番大きく曲げ変形を受けるので、床下地材の
曲げ強さを大きくして、厚みを増すことが、床上部構造
体の変形を抑えるのに極めて重要である。
Since the underfloor material undergoes the greatest bending deformation when subjected to an impact or load on the floor, it is necessary to increase the flexural strength of the underfloor material and increase its thickness. It is extremely important to suppress the deformation of.

【0100】本発明にかかる床上部構造体は、一体化し
て、大面積でしか変形しなくなり、衝撃エネルギーをよ
り一層広範囲に分散させることができる。かかる広範囲
に分散された衝撃エネルギーは、本発明にかかる防音床
材で、効果的に損失され、重量床衝撃音は著しく低減さ
れる。
The floor upper structure according to the present invention is integrated and deforms only in a large area, and can disperse impact energy over a wider range. Such widely dispersed impact energy is effectively lost with the soundproof flooring of the present invention, and heavy floor impact noise is significantly reduced.

【0101】本発明にかかる床上部構造体には、床下地
材上に高比重の遮音板を設けることができる。かかる遮
音板の上には、パーチクルボードのような捨貼り材を設
け、重量増を図ることができる。その上には、通常用い
られる床仕上げ材を載置して積層一体化することができ
る。
In the upper floor structure according to the present invention, a sound insulating plate having a high specific gravity can be provided on a floor base material. On such a sound insulating plate, a discarded material such as a particle board is provided to increase the weight. A commonly used floor finishing material can be placed thereon and laminated and integrated.

【0102】本発明にかかる床上部構造体は、全体とし
て、日本農林規格のフローリングに規定されている曲げ
試験で、3kg荷重時と7kg荷重時のたわみの差が、
3.5mm以下であることが好ましい。
The overall structure of the upper floor structure according to the present invention has a difference in deflection between a load of 3 kg and a load of 7 kg in a bending test prescribed in Japanese Agricultural Standards Flooring.
Preferably it is 3.5 mm or less.

【0103】本発明では、床上部構造体は、全体とし
て、1m2 当たり40〜100kgの質量である。床上
部構造体が40kg未満では、軽くなるに従い、重量床
衝撃音が悪化することになる。逆に、100kgを超え
ると、構造躯体への負担増や床上部構造体やバネ特性部
のコスト増となり実用的でない。一方、防音床材の数を
増やすことは、コスト増や作業性の観点から実用的でな
い。
In the present invention, the upper floor structure has a mass of 40 to 100 kg per m 2 as a whole. If the floor upper structure is less than 40 kg, the weight floor impact sound becomes worse as it becomes lighter. On the other hand, if it exceeds 100 kg, the load on the structural frame increases, and the cost of the upper floor structure and the spring characteristic portion increases, which is not practical. On the other hand, increasing the number of soundproof flooring materials is not practical from the viewpoint of cost increase and workability.

【0104】[0104]

【実施例】本発明を、図面を参照し、実施例及び比較例
に基づいて、より一層具体的に説明する。図7は、本発
明の他の例の防音床構造の断面図である。図8は、図7
の防音床構造の平面図である。図9は、本発明にかかる
他の例の防音床材の平面図である。図10は、図9の防
音床材の側面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described more specifically based on embodiments and comparative examples with reference to the drawings. FIG. 7 is a sectional view of a soundproof floor structure according to another example of the present invention. FIG.
FIG. 2 is a plan view of the soundproof floor structure of FIG. FIG. 9 is a plan view of another example of the soundproof flooring material according to the present invention. FIG. 10 is a side view of the soundproof flooring material of FIG. 9.

【0105】図11は、本発明にかかる更に他の例の防
音床構造の断面図である。図12は、本発明にかかる一
例の床パネルの断面図である。図13は、図12の床パ
ネルを梁に懸架した状態の側面図である。図14は、本
発明にかかる他の例の衝撃緩和材の平面図である。図1
5は、図14の衝撃緩和材の側面図である。図16は、
本発明にかかる更に他の例の防音床材の平面図である。
図17は、図16の防音床材の側面図である。図18
は、図11の防音床構造の平面図である。
FIG. 11 is a sectional view of still another example of the soundproof floor structure according to the present invention. FIG. 12 is a cross-sectional view of an example floor panel according to the present invention. FIG. 13 is a side view of a state in which the floor panel of FIG. 12 is suspended on beams. FIG. 14 is a plan view of another example of the shock absorbing material according to the present invention. FIG.
FIG. 5 is a side view of the shock absorbing material of FIG. FIG.
It is a top view of the soundproof flooring of another example concerning the present invention.
FIG. 17 is a side view of the soundproof flooring material of FIG. 16. FIG.
FIG. 12 is a plan view of the soundproof floor structure in FIG. 11.

【0106】図19は、本発明にかかる更に他の例の防
音床構造の断面図である。図20は、本発明にかかる他
の例の床パネルの断面図である。図21は、図20の床
パネルを梁に懸架した状態の側面図である。図22は、
本発明にかかる更に他の例の防音床材の平面図である。
図23は、図19の防音床構造の平面図である。図24
は、比較例にかかる一例の床構造の断面図である。図2
5は、比較例にかかる他の例の床構造の断面図である。
FIG. 19 is a sectional view of still another example of the soundproof floor structure according to the present invention. FIG. 20 is a cross-sectional view of another example of the floor panel according to the present invention. FIG. 21 is a side view of a state where the floor panel of FIG. 20 is suspended on beams. FIG.
It is a top view of the soundproof flooring of another example concerning the present invention.
FIG. 23 is a plan view of the soundproof floor structure of FIG. FIG.
FIG. 3 is a sectional view of an example of a floor structure according to a comparative example. FIG.
FIG. 5 is a cross-sectional view of another example of the floor structure according to the comparative example.

【0107】実施例1 図1及び図2に示すような防音床構造を製造した。鉄骨
構造住宅のH型鋼梁2の上に、図5及び図6(a)〜
(c)に示すような衝撃緩和材17を貼り付け、100
mm厚×606mm幅×1810mm長さのALC床版
3aの短辺両端を懸架した。
Example 1 A soundproof floor structure as shown in FIGS. 1 and 2 was manufactured. 5 and FIGS. 6A to 6A on the H-shaped steel beam 2 of the steel structure house
A shock absorbing material 17 as shown in FIG.
Both ends of the short side of the ALC floor slab 3a having a thickness of 606 mm, a width of 606 mm and a length of 1810 mm were suspended.

【0108】ALC床版3aを床下部構造体3とし、図
3及び図4に平面図と側面図を示したような防音床材7
を図2に示すようにして、隣り合うALC床版3aのほ
ぼ中央に、ALC床版3aの芯々で短辺・長辺ともに4
55mmピッチで設置し、90mm長さのビスで隣合う
ALC床版3aを防音床材7の下部板材9を、ALC床
版3aを橋かけするように取付け、固定した。なお、A
LC床版3aと下部板材9との間には、衝撃吸収材16
として、2mm厚の非加硫ブチルゴムシートを介在させ
た。
The ALC floor slab 3a is used as the under-floor structure 3, and the sound-insulating floor material 7 shown in plan and side views in FIGS.
As shown in FIG. 2, the center of the ALC floor slab 3a and the short side and the long side of the
The adjacent ALC floor slabs 3a were mounted at a 55 mm pitch with screws of 90 mm length, and the lower plate 9 of the soundproof flooring 7 was attached and fixed so as to bridge the ALC floor slab 3a. Note that A
A shock absorbing material 16 is provided between the LC floor slab 3a and the lower plate material 9.
A 2 mm thick non-vulcanized butyl rubber sheet was interposed.

【0109】次に、床上部構造体4の床下地材5とし
て、15mm厚×909mm幅×1818mm長さのパ
ーティクルボードを、ALC床版の長さ方向に直交する
方向になるようにして、防音床材7の上部板材12の上
に設置し、木ビスで固定した。なお、床下地材5と上部
板材12との間には、衝撃吸収材15として2mm厚の
10倍発泡ポリエチレンシートを上向きに貼り付けた。
Next, a particle board of 15 mm thickness × 909 mm width × 1818 mm length was used as the floor base material 5 of the upper floor structure 4 in a direction perpendicular to the length direction of the ALC floor slab. It was installed on the upper plate 12 of the floor 7 and was fixed with wood screws. In addition, a 10-fold foamed polyethylene sheet having a thickness of 2 mm as a shock absorbing material 15 was stuck upward between the floor base material 5 and the upper plate material 12.

【0110】この床下地材5上に、8mm厚の比重2.
5のアスファルト系制振材19を敷設し、その上に、床
下地材5のパーチクルボードの長さ方向と直交する方向
に、捨て貼り材20として、9mm厚×909mm幅×
1818mm長さのパーチクルボードを敷設し、更に、
その上に、床仕上げ材6として、12mm厚×303m
m幅×1818mm長さのフローリング材を、床下地材
5の15mm厚のパーチクルボードに達するように、フ
ローリング材のオス実部からフロアーネイル33を打ち
込んで、床上部構造体4を形成し、防音床構造1を製造
した。
An 8 mm thick specific gravity 2.
5 as the asphalt-based vibration damping material 19, and a 9 mm thickness × 909 mm width × as a discarding material 20 in a direction orthogonal to the length direction of the particle board of the floor base material 5.
Laying 1818mm length particle board,
On top of that, as the floor finishing material 6, 12 mm thick x 303 m
An upper floor structure 4 is formed by driving a floor nail 33 from a male real part of the flooring material so that the flooring material of m width × 1818 mm length reaches the 15 mm thick particle board of the floor base material 5. Structure 1 was manufactured.

【0111】なお、この例の衝撃緩和材は、図5及び図
6(a)〜(c)に平面図と断面図を示したものを使用
したが、この衝撃緩和材は、表1に示す配合処方例1を
原料として用い作製した。
The shock-absorbing material of this example used a plan view and a cross-sectional view shown in FIGS. 5 and 6 (a) to 6 (c). It was produced using Formulation Example 1 as a raw material.

【0112】[0112]

【表1】 [Table 1]

【0113】また、この例の防音床材は、上部板材及び
下部板材共に、12mm厚合板で、下部板材は、300
mm角とし、上部板材は、225mm角とした。上部板
材と下部板材と間には、図1、図3及び図4に示すよう
に、中央に線系バネ特性を有する衝撃緩衝部材11とし
て円錐状コイルバネを3個のツメ21で固定治具22に
固定し、下部板材9には、木ビス23で4隅を固定し
た。
The soundproof flooring material of this example is a 12 mm thick plywood for both the upper and lower plate materials, and the lower plate material is 300 mm.
mm square, and the upper plate material was 225 mm square. As shown in FIGS. 1, 3 and 4, between the upper plate and the lower plate, a conical coil spring serving as an impact buffering member 11 having a linear spring characteristic is fixed at three centers by three claws 21. And the four corners of the lower plate 9 were fixed with wooden screws 23.

【0114】一方、上部板材12の四隅近傍に、プログ
レッシブバネ特性を有する衝撃緩衝部材10を四角錐と
し、底面を平行に切り取った形の台状物とした。この衝
撃緩衝部材10は、液状テレキーリックポリマーを基本
成分とした組成物から作り、接着剤にて上部板材12及
び下部板材9に固定した。
On the other hand, in the vicinity of the four corners of the upper plate 12, a shock-absorbing member 10 having a progressive spring characteristic was formed into a quadrangular pyramid, and the trapezoid was formed by cutting off the bottom in parallel. The shock absorbing member 10 was made of a composition containing a liquid telekey polymer as a basic component, and was fixed to the upper plate 12 and the lower plate 9 with an adhesive.

【0115】また、線形バネ特性を有する衝撃緩衝部材
11は、固定治具22を含めて、高さを23mmとし、
プログレッシブバネ特性を有する衝撃緩衝部材10は、
4個共25mmの高さとし、これらの衝撃緩衝部材1
0,11の高さの差を2mmとした。
Further, the shock absorbing member 11 having the linear spring characteristic has a height of 23 mm including the fixing jig 22,
The shock absorbing member 10 having a progressive spring characteristic is:
Four of them have a height of 25 mm.
The height difference between 0 and 11 was 2 mm.

【0116】鉄骨構造住宅の天井は、I型鋼梁の下端フ
ランジから防振吊具を介して野縁を吊り、石膏ボード
(12mm厚)2枚を各々継目をずらして野縁にビス止
めした後、ロックウール50mm厚を野縁上全面に設置
した。
The ceiling of the steel-framed house was suspended from the lower end flange of the I-shaped steel beam via the anti-vibration hanger, and two gypsum boards (12 mm thick) were screwed to the field edge by shifting the joints. And a 50 mm-thick rock wool was placed over the entire surface of the field edge.

【0117】この防音床構造について、床衝撃音を測定
した。床衝撃音は、JIS−A−1418に従って、重
量床衝撃音、軽量床衝撃音共に測定した。結果を表2に
示した。また、この例の防音床構造の主な構造的な特徴
を表3にまとめた。
The floor impact sound of this soundproof floor structure was measured. The floor impact sound was measured according to JIS-A-1418 for both heavy floor impact sound and lightweight floor impact sound. The results are shown in Table 2. Table 3 summarizes the main structural features of the soundproof floor structure of this example.

【0118】[0118]

【表2】 [Table 2]

【0119】[0119]

【表3】 [Table 3]

【0120】実施例2 図7に示すような防音床構造34を製造した。実施例1
と同一の衝撃緩和材とALC床版を使用し、ALC床版
の長さ方向と直交する方向で、15mm厚のパーチクル
ボード24を敷設し、90mm長さのビスでALC床版
に固定して、床下部構造体25とした。パーチクルボー
ド24のALC床版の継ぎ目位置に墨線を打ち、隣合う
ALC床版間を、防音床材26の下部板材27と90m
m長さビスで橋かけ固定した。また、この例の防音床構
造では、図8に示すように、防音床材26と支持材28
を配置した。
Example 2 A soundproof floor structure 34 as shown in FIG. 7 was manufactured. Example 1
Using the same shock absorbing material and ALC floor slab, lay a 15 mm thick particle board 24 in the direction perpendicular to the length direction of the ALC floor slab, and fix it to the ALC floor slab with screws of 90 mm length, The underfloor structure 25 was used. A black line is drawn at the seam position of the ALC floor slab of the particle board 24, and the distance between adjacent ALC floor slabs is 90 m from the lower plate 27 of the soundproof floor 26.
The bridge was fixed with a m-length screw. In the soundproof floor structure of this example, as shown in FIG.
Was placed.

【0121】図9及び図10に平面図及び側面図で示す
ように、この例で用いた防音床材26は、基本的には実
施例1の防音床材7と同様である。ただし、防音床材2
6の下部板材27は、3.2mm厚の鉄板350mm角
とした。また、衝撃吸収材としての2mm厚の非加硫ブ
チルゴムシート29は、下部板材27の下面にのみ設け
た。上部板材30は、12mm厚の合板を300mm角
として用いた。上部板材30及び下部板材27の間に、
実施例1と同じ円錐状のコイルバネ11を固定治具22
で固定し、下部板材27と可撓性エポキシ接着剤31で
固定した。
As shown in plan and side views in FIGS. 9 and 10, the sound-insulating floor member 26 used in this example is basically the same as the sound-insulating floor member 7 of the first embodiment. However, soundproof flooring 2
The lower plate member 27 of No. 6 was a 350 mm square iron plate having a thickness of 3.2 mm. Further, a non-vulcanized butyl rubber sheet 29 having a thickness of 2 mm as a shock absorbing material was provided only on the lower surface of the lower plate member 27. As the upper plate material 30, 12 mm thick plywood was used as a 300 mm square. Between the upper plate 30 and the lower plate 27,
The same conical coil spring 11 as in the first embodiment is fixed to a fixing jig 22.
, And the lower plate 27 and the flexible epoxy adhesive 31.

【0122】上部板材30の四隅部に、円錐の底面を平
行に切った円錐の台状物の形状の衝撃緩衝部材32を配
置し、これらの衝撃緩衝部材32を上部板材30と下部
板材27とに接着した。衝撃緩衝部材32は、液状テレ
キーリックポリマーを基本成分として作製した。
At each of the four corners of the upper plate 30, there is disposed an impact buffer 32 in the form of a truncated cone with the bottom of the cone cut in parallel, and these impact buffers 32 are attached to the upper plate 30, the lower plate 27, and the lower plate 27. Adhered to. The shock-absorbing member 32 was manufactured using a liquid telekey polymer as a basic component.

【0123】なお、線形バネ特性を有する衝撃緩衝部材
11は、接着剤層31及び固定治具22の厚さを含め
て、高さを24mmとし、プログレッシブバネ特性を有
する衝撃緩衝部材32は、25mm高さとし、これらの
異なる衝撃緩衝部材11,32の高さの差を1mmとし
た。
The height of the shock absorbing member 11 having the linear spring characteristic is set to 24 mm including the thickness of the adhesive layer 31 and the fixing jig 22, and the impact buffering member 32 having the progressive spring characteristic is set to 25 mm. The difference between the heights of these different shock absorbing members 11 and 32 was 1 mm.

【0124】図8に示した配置の防音床材26と支持材
28の上に、床上部構造体の床下地材5として15mm
厚×909mm幅×1818mm長さのパーティクルボ
ードを敷設し、防音床材26の上部板材30と木ビスで
固定し、支持材28を圧着固定した。
On the sound-insulating floor member 26 and the support member 28 having the arrangement shown in FIG.
A particle board having a thickness of 909 mm, a width of 1818 mm and a length of 1818 mm was laid, fixed to the upper plate 30 of the sound-insulating floor member 26 with wood screws, and the support member 28 was fixed by crimping.

【0125】床下地材5上に、8mm厚の比重2.5の
アスファルト系制振材19を敷設した。また、その遮音
板19の上に、床下地材5の長さ方向に直交する方向
で、捨て貼り材20として、9mm厚×909mm幅×
1818mm長さのパーチクルボードを敷設した。更
に、床仕上げ材6として、12mm厚×303mm幅×
1818mm長さのフローリング材をフロアーネイル3
3で床下地材5にまで届くようにして打ち込んで固定
し、床上部構造体34とした。
An asphalt-type vibration damping material 19 having a thickness of 8 mm and a specific gravity of 2.5 was laid on the floor base material 5. In addition, on the sound insulating plate 19, in a direction perpendicular to the length direction of the floor base material 5, as a discarded adhesive material 20, a thickness of 9 mm × 909 mm width ×
An 1818 mm long particle board was laid. Further, as the floor finishing material 6, 12 mm thick × 303 mm wide ×
1818mm long flooring material with floor nail 3
At 3, it was driven into the floor base material 5, and was fixed by being driven into the floor upper structure 34.

【0126】この例の支持材28は、ポリエステル高融
点繊維とポリエステル低融点繊維の混合物を熱処理し、
繊維間に融着結合点を多数有する復元性の高い不織布と
し、これを約28mm圧縮させ、70mm厚の不織布と
して、100mm幅で配置した。
The supporting material 28 of this example is obtained by heat-treating a mixture of polyester high-melting fiber and polyester low-melting fiber,
A highly resilient nonwoven fabric having a number of fusion bonding points between fibers was compressed by about 28 mm, and was arranged as a nonwoven fabric having a thickness of 70 mm with a width of 100 mm.

【0127】この例の防音床構造を、実施例1と同様に
して、床衝撃音を測定した。結果を表2に示す。また、
この例の防音床構造についても、主な構造的な特徴を表
3にまとめた。
The floor impact sound of this example was measured in the same manner as in Example 1. Table 2 shows the results. Also,
Table 3 summarizes the main structural features of the soundproof floor structure of this example.

【0128】実施例3 図11に示すような防音床構造を製造した。実施例1と
同一の天井条件、鉄骨構造とした。床下部構造体3は、
図12に示すような床パネル35を用いた。この床パネ
ル35は、断面40mm幅×90mm高さ×1820m
m長さの根太木36とパーチクルボード37とを接着層
38で接着して作製する。床パネル35の両端には、根
太木の上面35aと、パーチクルボードの端部35bを
設け、根太木の上面35aには、他の床パネルのパーチ
クルボードの端部を重ね、連結させるようにする。
Example 3 A soundproof floor structure as shown in FIG. 11 was manufactured. The same ceiling conditions and steel frame structure as in Example 1 were used. The underfloor structure 3
A floor panel 35 as shown in FIG. 12 was used. This floor panel 35 has a cross section of 40 mm width × 90 mm height × 1820 m
A m-length joist tree 36 and a particle board 37 are bonded to each other with an adhesive layer 38. At both ends of the floor panel 35, an upper surface 35a of the joist tree and an end portion 35b of the particle board are provided, and at the upper surface 35a of the joist tree, the end portions of the particle boards of the other floor panels are overlapped and connected.

【0129】図13に示すように、根太木36の両端下
部の梁2に接する部分に、図14及び図15に平面図及
び側面図を示したような、8mm厚の40mm角の凸部
の高さが異なる表面凹凸ゴムを衝撃緩和材39として設
けた。
As shown in FIG. 13, a portion of the joist tree 36 which is in contact with the beam 2 at the lower end on both ends is provided with an 8 mm thick 40 mm square convex portion as shown in the plan view and the side view in FIGS. Surface uneven rubbers having different heights were provided as the shock absorbing material 39.

【0130】衝撃緩和材39の内側には、図11及び図
13に示すような、各々12mm厚×40mm縦×50
mm横の合板40を酢酸ビニル系接着剤と木ネジを併用
して固定し、落下防止材とした。
As shown in FIGS. 11 and 13, 12 mm thick × 40 mm long × 50 mm
A plywood 40 mm wide was fixed using a vinyl acetate adhesive and a wood screw in combination, and used as a fall prevention material.

【0131】床パネル35は、15mm厚×910mm
幅×1820mm長さのパーチクルボード27を、酢酸
ビニル系接着剤層38と木ネジ52を併用して、根太木
36に、芯々で455mmピッチで、図12に示すよう
に固定して作製した。床パネル35は、鉄骨梁2間に懸
架した。
The floor panel 35 is 15 mm thick × 910 mm
A particle board 27 having a width of 1820 mm and a length of 455 mm was fixed to a joist 36 at a pitch of 455 mm using a vinyl acetate adhesive layer 38 and a wood screw 52 as shown in FIG. The floor panel 35 was suspended between the steel beams 2.

【0132】防音床材の下部板材をパネル短辺方向を芯
々455mmピッチ、長辺方向を芯々600mmピッチ
で隣合う床パネル間を橋かけし木ネジで固定した。
The lower plate of the soundproofing floor was bridged between adjacent floor panels at a pitch of 455 mm in the short side direction of the panel and at a pitch of 600 mm in the long side direction, and fixed with wood screws.

【0133】防音床材としては、図16及び図17に示
すものを用いた。防音床材41は、下部板材42を12
mm厚、250mm角の合板とし、その下面に、衝撃吸
収材として1.5mm厚の非加硫ブチルゴムシート43
を貼った。上部板材44は、12mm厚、225mm角
の合板を用い、その上面にも、衝撃吸収材として1.5
mm厚の非加硫ブチルゴムシート43を貼った。
As the soundproof flooring, the one shown in FIGS. 16 and 17 was used. The soundproof floor material 41 is formed by
A plywood having a thickness of 250 mm and a thickness of 250 mm, and a 1.5 mm-thick non-vulcanized butyl rubber sheet 43 as a shock absorbing material is provided on the lower surface thereof.
Was pasted. The upper plate 44 is made of a plywood having a thickness of 225 mm and a thickness of 225 mm and having a thickness of 12 mm.
A non-vulcanized butyl rubber sheet 43 having a thickness of mm was pasted.

【0134】上部板材44と下部板材42との間に、線
形バネ特性を有する衝撃緩衝部材45としてのコイルバ
ネをツメ46で3個所を固定した。固定治具47と下部
板材42は、木ネジ43で固定した。
Coil springs as impact buffering members 45 having linear spring characteristics were fixed at three places between the upper plate member 44 and the lower plate member 42 with claws 46. The fixing jig 47 and the lower plate 42 were fixed with wood screws 43.

【0135】上部板材44の四隅近傍に、液状テレキー
リックポリマーを基本成分とし、四角錐台状に成型した
プログレッシブバネ特性を有する衝撃緩衝部材48を配
置して、上部板材44と下部板材42とに接着剤で固定
した。
In the vicinity of the four corners of the upper plate 44, an impact buffering member 48 having progressive spring characteristics and formed into a truncated pyramid using liquid telekey polymer as a basic component is disposed. Was fixed with an adhesive.

【0136】線形バネ特性の衝撃緩衝部材45の固定治
具を含めた高さは23mmとし、プログレッシブバネ特
性を有する衝撃緩衝部材48の高さは25mmとし、そ
の差を2mmとした。
The height of the shock-absorbing member 45 having linear spring characteristics including the fixing jig was 23 mm, the height of the shock-absorbing member 48 having progressive spring characteristics was 25 mm, and the difference was 2 mm.

【0137】この例の防音床構造では、防音床材41及
び支持材49を、図18に示すように配置した。支持材
49には、図11に示すように、12mm厚の合板50
の上下に、実施例2に用いた不織布51を用い、30m
m厚で貼合わせ、約23mm圧縮して、床上部構造体4
と床下部構造体35との間に設けた。
In the sound-insulating floor structure of this example, the sound-insulating floor members 41 and the support members 49 are arranged as shown in FIG. As shown in FIG. 11, the support material 49 has a plywood 50 having a thickness of 12 mm.
The nonwoven fabric 51 used in Example 2 was used for 30 m
, and compress it by about 23 mm to form a floor upper structure 4
And the underfloor structure 35.

【0138】防音床材41と支持材49の上に、床上部
構造体を設けた。床下地材5としての20mm厚×90
9mm幅×1818mm長さのパーチクルボードを、床
パネル35の長さ方向と直交する方向で敷設し、防音床
材41の上部板材44と木ビスで固定した。
An upper floor structure was provided on the soundproof floor member 41 and the support member 49. 20mm thickness x 90 as floor base material 5
A particle board having a width of 9 mm and a length of 1818 mm was laid in a direction orthogonal to the length direction of the floor panel 35, and was fixed to the upper plate 44 of the soundproof floor material 41 with wood screws.

【0139】床下地材5の上には、8mm厚の比重2.
5のアスファルト系制振材19を敷設した。その上に、
9mm厚×909mm幅×1818mm長さのパーチク
ルボードを捨て貼り材20として敷設し、更に、12m
m厚×303mm幅×1818長さのフローリング材を
床仕上げ材6として敷設した。床仕上げ材6は、フロア
ーネイル33で床下地材5に固定して、床上部構造体4
を完成し、防音床構造52とした。
On the floor base material 5, a specific gravity of 8 mm thickness
5 asphalt damping materials 19 were laid. in addition,
A particle board of 9 mm thickness x 909 mm width x 1818 mm length is laid as a pasting material 20 and further 12 m
A flooring material of m thickness × 303 mm width × 1818 length was laid as the floor finishing material 6. The floor finishing material 6 is fixed to the floor base material 5 with a floor nail 33, and the floor upper structure 4 is fixed.
Was completed, and the soundproof floor structure 52 was obtained.

【0140】なお、この例で用いた衝撃緩和材39は、
図17及び図19に示すように、基材53上に、径の異
なる凸部54,55,56が複数形成されており、これ
ら凸部54,55,56の高さは異なって形成されてい
る。
The shock absorbing material 39 used in this example is:
As shown in FIGS. 17 and 19, a plurality of convex portions 54, 55, 56 having different diameters are formed on a base material 53, and the heights of the convex portions 54, 55, 56 are formed differently. I have.

【0141】また、この例の衝撃緩和材39は、表4に
示す配合処方例2の原料から作製した。
The shock absorbing material 39 of this example was produced from the raw materials of Formulation Example 2 shown in Table 4.

【0142】[0142]

【表4】 [Table 4]

【0143】この例の防音床構造を、実施例1と同様に
して、床衝撃音を測定した。その結果を表2に示す。
The floor impact sound of this example was measured in the same manner as in Example 1. Table 2 shows the results.

【0144】実施例4 図19に示す防音床構造を製造した。この例では、実施
例1と同様の天井条件及び鉄骨構造とし、実施例3と同
様の根太木及びパーチクルボードで床パネルを形成し、
実施例3と同様の衝撃緩和材、落下防止材を用いた。
Example 4 A soundproof floor structure shown in FIG. 19 was manufactured. In this example, the ceiling conditions and the steel frame structure were the same as in Example 1, and the floor panel was formed with the same joist and particle board as in Example 3.
The same shock absorbing material and fall prevention material as in Example 3 were used.

【0145】図20及び図21に示すように、実施例3
と同様の床パネルのパーチクルボード58の下面の根太
木59の間に、石膏ボード60(12mm厚)を2枚、
木ビス61とL金具62で固定して床パネル63とし、
床パネル63の両端63a,63bを、他の床パネルの
両端と木ネジで連結固定して、床下部構造体を作製し
た。
As shown in FIG. 20 and FIG.
Between the joists 59 on the lower surface of the particle board 58 of the same floor panel, two plasterboards 60 (12 mm thick)
Fixed with wooden screws 61 and L fittings 62 to form floor panel 63,
Both ends 63a and 63b of the floor panel 63 were connected and fixed to both ends of the other floor panel with wood screws to produce a lower floor structure.

【0146】この例では、図19及び図22に示す防音
床材64を用いた。この防音床材64は、床下部構造体
の上に、図19及び図23に示すように、床パネル63
の短辺方向、長辺方向共、芯々で455mmピッチで配
置し、下部板材65で隣り合う床パネル63の継目63
cを橋かけし、木ビスで固定した。
In this example, the soundproof flooring material 64 shown in FIGS. 19 and 22 was used. As shown in FIGS. 19 and 23, the soundproof floor material 64 is placed on a floor panel 63 on the lower floor structure.
In both the short side direction and the long side direction, the cores are arranged at a pitch of 455 mm, and the seams 63 of the floor panels 63 adjacent to each other with the lower plate 65.
c was bridged and fixed with wooden screws.

【0147】防音床材64は、上部板材66及び下部板
材65共に、12mm厚の合板とした。下部板材65
は、300mm角とし、その下面に、1.5mm厚の非
加硫ブチルゴムシートを衝撃吸収材67として設けた。
上部板材66は、225mm角とし、その上面に、1.
5mm厚の非加硫ブチルゴムシートを衝撃吸収材68と
して設けた。
The soundproof flooring 64 was a 12 mm thick plywood for both the upper plate 66 and the lower plate 65. Lower plate 65
Was a 300 mm square, and a 1.5 mm thick non-vulcanized butyl rubber sheet was provided as a shock absorbing material 67 on the lower surface thereof.
The upper plate 66 is 225 mm square, and on the upper surface thereof, 1.
An unvulcanized butyl rubber sheet having a thickness of 5 mm was provided as the shock absorbing material 68.

【0148】上部板材66と下部板材65との間の中央
に、線形バネ特性を有する衝撃緩衝部材69として円錘
状コイルバネを設け、この衝撃緩衝部材69を固定具7
0としてのツメで固定し、固定治具71を含めたバネ高
さを23mmとし、下部板材65と木ネジ72で固定し
た。
At the center between the upper plate member 66 and the lower plate member 65, a conical coil spring is provided as an impact buffering member 69 having a linear spring characteristic.
The fixing height was 23 mm including the fixing jig 71, and the lower plate 65 and the wood screw 72 were used for fixing.

【0149】上部板材66の四隅近傍に、四角錘台状の
液状テレキーリックポリマーを基本成分とした衝撃緩衝
部材73を設けた。この衝撃緩衝部材73は、25mm
厚に成型し、プログレッシブバネ特性を有する。この衝
撃緩衝部材73は、接着剤で上部板材66と下部板材6
5とに接着させた。
In the vicinity of the four corners of the upper plate 66, a shock-absorbing member 73 having a truncated square pyramid-like liquid telekey polymer as a basic component was provided. This shock absorbing member 73 is 25 mm
Molded thick and has progressive spring characteristics. The shock absorbing member 73 is formed by bonding the upper plate 66 and the lower plate 6 with an adhesive.
5 was adhered.

【0150】実施例2で用いたのと同様の支持材74
を、50mm厚×40mm幅×60mm長さの不織布と
して、隣接するプログレッシブバネ特性を有する衝撃緩
衝部材73の間に4個、圧縮固定して、定荷重バネ特性
を発揮させた。
The same support member 74 as used in Example 2
Were compressed and fixed between adjacent shock-absorbing members 73 having a progressive spring characteristic as a 50 mm thick × 40 mm wide × 60 mm long non-woven fabric to exhibit a constant load spring characteristic.

【0151】防音床材64の上に、床上部構造体4を形
成した。床下地材として20mm厚×909mm幅×1
818mm長さのパーチクルボード5を敷設し、防音床
材64の上部板材66に木ビスで固定した。4mm厚の
比重2.5のアスファルト系制振材19を敷設し、9m
m厚×909mm幅×1818mm長さのパーチクルボ
ードを捨て貼り材20として床下地材5の長さ方向と直
交する方向に敷設し、12mm厚×303mm幅×18
18長さのフローリング材を床仕上げ材6として敷設し
た。床仕上げ材6は、フロアーネイル33を床下地材5
まで打ち込んで固定し、床上部構造体とし、この例の防
音床構造75とした。
The upper floor structure 4 was formed on the soundproof floor material 64. 20mm thickness x 909mm width x 1 as floor base material
The particle board 5 having a length of 818 mm was laid, and was fixed to the upper plate 66 of the soundproof flooring 64 with wood screws. 4mm thick asphalt damping material 19 with specific gravity of 2.5
The particle board having a thickness of m × 909 mm × 1818 mm is discarded and laid as a sticking material 20 in a direction perpendicular to the length direction of the floor base material 5, 12 mm × 303 mm × 18.
A flooring material having a length of 18 was laid as a floor finish material 6. The floor finishing material 6 is obtained by converting the floor nail 33 to the floor base material 5.
, And fixed to form an upper floor structure, which is a soundproof floor structure 75 of this example.

【0152】この防音床構造について、実施例1と同様
にして床衝撃音を測定した。結果を表2に示す。また、
この例の防音床構造について、主な構造的な特徴を表3
にまとめた。
With respect to this soundproof floor structure, the floor impact sound was measured in the same manner as in Example 1. Table 2 shows the results. Also,
Table 3 shows the main structural features of the soundproof floor structure of this example.
Summarized in

【0153】比較例1 図24に示す床構造81を作製した。実施例1と同一の
同一の天井条件、鉄骨構造でI型鋼梁82の上に、直接
に、100mm厚×606mm幅×1810mm長さの
ALC床版83を懸架した。ALC床版83の長さ方向
に直交する方向で、15mm厚×909mm幅×181
8mm長さのパーチクルボード84を、90mmの長さ
のビス85で、ALC床版83に固定した。
Comparative Example 1 A floor structure 81 shown in FIG. 24 was manufactured. An ALC floor slab 83 of 100 mm thickness × 606 mm width × 1810 mm length was directly suspended on an I-shaped steel beam 82 with the same ceiling conditions and the same steel structure as in Example 1. 15mm thickness x 909mm width x 181 in the direction orthogonal to the length direction of the ALC floor slab 83
The particle board 84 having a length of 8 mm was fixed to the ALC floor slab 83 with a screw 85 having a length of 90 mm.

【0154】そのパーチクルボード84の上に、8mm
厚の比重2.5のアスファルト系制振材86を敷設し、
その制振材86の上に、9mm厚×909mm幅×18
18mm長さのパーチクルボード87を敷設し、更にそ
の上に、12mm厚×303mm幅×1818長さのフ
ローリング材88を敷設した。フローリング材88は、
ALC床版83上のパーチクルボードまでフロアーネイ
ル89を打ち込んで固定した。
8 mm on the particle board 84
Asphalt-based vibration damping material 86 with a specific gravity of 2.5 is laid,
9mm thickness x 909mm width x 18
A particle board 87 having a length of 18 mm was laid, and a flooring material 88 having a thickness of 12 mm × 303 mm width × 1818 length was further laid thereon. The flooring material 88 is
The floor nail 89 was driven into the particle board on the ALC floor slab 83 and fixed.

【0155】この例の床構造を実施例1と同様にして、
床衝撃音を測定した。結果を表2に示す。
The floor structure of this example is the same as that of the first embodiment.
The floor impact sound was measured. Table 2 shows the results.

【0156】比較例2 図25に示す床構造91を作製した。実施例1と同一の
天井条件、鉄骨構造で根太木92(40mm幅×90m
m高さ×1818長さ)を15mm厚×909mm幅×
1818mm長さのパーチクルボード93に、芯々45
5mmピッチで木ネジ94と酢酸ビニル系接着剤で固定
して床パネル95を作製した。
Comparative Example 2 A floor structure 91 shown in FIG. 25 was manufactured. In the same ceiling conditions and steel structure as in Example 1, a joist 92 (40 mm width × 90 m
m height x 1818 length) to 15 mm thickness x 909 mm width x
1818 mm long particle board 93 with 45 cores
A floor panel 95 was fabricated by fixing the wood screws 94 and a vinyl acetate adhesive at a pitch of 5 mm.

【0157】床パネル95をI型鋼梁96に懸架し、床
パネル95を次々に連結して、床下部構造を作り、その
上に直接、15mm厚のパーチクルボード97を床パネ
ル95の長さ方向に直交する方向に敷設し、木ビス98
で床パネル95に固定した。パーチクルボード97の上
に、8mm厚の比重2.5のアスファルト系制振材99
を敷設し、その上に、9mm厚×909mm幅×181
8mm長さのパーチクルボード100を敷設し、更に、
その上に、12mm厚×303mm幅×1818長さの
フローリング材101を載置した。
[0157] The floor panel 95 is suspended on the I-shaped steel beam 96, and the floor panels 95 are connected one after another to form a subfloor structure. A particle board 97 having a thickness of 15 mm is directly placed on the floor panel 95 in the length direction of the floor panel 95. Lay in the direction perpendicular to the direction
To the floor panel 95. Asphalt-based vibration damping material 99 having a specific gravity of 2.5 and a thickness of 8 mm was placed on the particle board 97.
Is laid, and 9 mm thick x 909 mm wide x 181
Lay the particle board 100 of 8 mm length,
The flooring material 101 having a thickness of 12 mm × a width of 303 mm × a length of 1818 was placed thereon.

【0158】フローリング材101は、フロアーネイル
102で床パネル95上のパーチクルボード97まで打
ち込み固定し、床構造91を作製した。
The flooring material 101 was driven down to the particle board 97 on the floor panel 95 with the floor nail 102 and fixed, whereby the floor structure 91 was manufactured.

【0159】この床構造について、実施例1と同様にし
て、床衝撃音を測定した。結果を表2に示す。
With respect to this floor structure, a floor impact sound was measured in the same manner as in Example 1. Table 2 shows the results.

【0160】以下、実施例及び比較例の試験結果につい
て説明する。実施例1は、床下部構造体をALC床版と
し、床上部構造体との間に防音床材を設けた例である。
ALC床版と実施例1で使用した床上部構造体とを一体
化した比較例1と比べると、重量床衝撃音に於ける63
Hzや125Hzの改善し難い周波数帯域で、各々7d
B、10dB改善できた。また、それ以上の各周波数帯
域も、各々10dB程度改善できており、聴感では数値
以上の性能に感じられる。以上より、重量床衝撃音のL
H 値は55で、その時の決定周波数は63Hzである。
非常に良好な結果と言える。
Hereinafter, test results of Examples and Comparative Examples will be described. The first embodiment is an example in which the lower floor structure is an ALC floor slab, and a soundproofing floor material is provided between the lower floor structure and the upper floor structure.
Compared with Comparative Example 1 in which the ALC floor slab and the floor upper structure used in Example 1 were integrated, 63
Hz and 125Hz, which are difficult to improve, each 7d
B, 10 dB could be improved. In addition, each of the higher frequency bands can be improved by about 10 dB, and it can be felt that the performance is higher than the numerical value in the sense of hearing. From the above, L of heavy floor impact sound
The H value is 55, and the determined frequency at that time is 63 Hz.
This is a very good result.

【0161】次に、軽量床衝撃音を見ると、LL 値は4
6で、その時の決定周波数は250Hzである。比較例
はLL 値69で、その時の決定周波数は500Hzであ
る。実施例1及び比較例1何れも、床仕上材は、汎用1
2mm厚フローリング材を用いており、この点でも大き
な効果が得られている。
Next, looking at the lightweight floor impact sound, the L L value is 4
6, the decision frequency at that time is 250 Hz. Comparative Example In L L value 69, determined frequency at this time is 500 Hz. In both Example 1 and Comparative Example 1, the floor finishing material was general-purpose 1
A 2 mm thick flooring material is used, and a great effect is obtained in this respect as well.

【0162】実施例2は、ALC床版にパーチクルボー
ドをビス止めした床下部構造体の上に防音床材を設け、
その上に床上部構造体として、下から床下地材、制振
材、パーチクルボード、フローリング材をフロアーネイ
ルで固定した例である。重量床衝撃音のLH 値は53
で、その時の決定周波数は63Hzである。非常に良好
な結果と言える。また、軽量床衝撃音のLL 値は44
で、その時の決定周波数は250Hzである。床仕上材
は、実施例1と同様汎用12mm厚のフローリング材で
あり、大きな改善効果が得られている。
In Example 2, a soundproof floor material was provided on an under-floor structure in which a particle board was screwed to an ALC floor slab.
In this example, an underfloor material, a damping material, a particle board, and a flooring material are fixed from above by a floor nail as an upper floor structure. L H value of heavy floor impact sound is 53
The decision frequency at that time is 63 Hz. Very good results. The L L value of the light floor impact sound is 44
The decision frequency at that time is 250 Hz. The floor finishing material is a general-purpose 12 mm thick flooring material as in Example 1, and a great improvement effect has been obtained.

【0163】実施例3は、根太木とパーチクルボードか
ら床パネルを作り、次々と連結させた床下部構造の上
に、防音床材を設け、施工部周囲と防音床材の間に、支
持材を設けて床上部構造体を設けた例である。
In the third embodiment, a floor panel is made from a joist tree and a particle board, and a soundproof floor material is provided on the substructure below the floor, and a support material is provided between the periphery of the construction section and the soundproof floor material. This is an example in which a floor upper structure is provided.

【0164】重量床衝撃音のLH 値は58で、その時の
決定周波数は63Hzである。これは、軽量の床下部構
造である床パネルを使用している中では、非常に好結果
が得られている。比較例2も、床下部構造体が床パネル
であるので、比較例2からの改善量も63Hz、125
Hzで各々10dB、4dB改善されていることからも
改善量が大きいことが判る。また、軽量床衝撃音もLL
値は57であり、比較例2より1ランク以上改善されて
いる。
The L H value of the heavy floor impact sound is 58, and the determined frequency at that time is 63 Hz. This has been very successful in using light weight floor substructure floor panels. In Comparative Example 2, since the underfloor structure was a floor panel, the improvement from Comparative Example 2 was 63 Hz, 125 Hz.
It can be seen from the fact that the improvement is large by 10 dB and 4 dB respectively at Hz. In addition, lightweight floor impact sound is also L L
The value is 57, which is at least one rank better than Comparative Example 2.

【0165】実施例4は、根太木とパーチクルボードか
らなる床パネルの下面の根太木の間に、石膏ボード(1
2mm厚)を2枚重ねて取り付けた床下部構造体に、3
つの異なるバネ特性を有する衝撃緩衝部材を設け、その
上に床上部構造体を設けた例である。
In Example 4, the gypsum board (1) was placed between the joists on the lower surface of the floor panel consisting of the joists and the particle board.
2 mm thick) on the underfloor structure
This is an example in which a shock absorbing member having two different spring characteristics is provided, and a floor upper structure is provided thereon.

【0166】重量床衝撃音のLH 値は57で、その時の
決定周波数は63Hzである。これは、軽量の床下部構
造体である床パネルを使用している中では、非常に好結
果が得られている。比較例2からの改善量も63Hz、
125Hzで、各々11dB、6dB改善されているこ
とからも、改善量が大きいことが判る。また、軽量床衝
撃音も、LL 値は55であり、比較例2から約2ランク
改善されている。
The L H value of the heavy floor impact sound is 57, and the determined frequency at that time is 63 Hz. This has been very successful in using floor panels, which are lightweight substructures. The improvement from Comparative Example 2 was also 63 Hz,
The improvement is large at 11 Hz and 11 dB at 125 Hz, respectively. The light floor impact sound also has an L L value of 55, which is about two ranks better than Comparative Example 2.

【0167】以上より、実施例の防音床構造は、比較例
の床構造に比べ、鉄骨構造の建物の重量床衝撃音を大き
く低減するたとができた。また、かかる防音床構造は、
低周波域だけの低減でなく、全周波数帯域で大きく低減
でき、聴感上も非常に良い結果となった。
As described above, the soundproof floor structure of the example was able to greatly reduce the heavy floor impact sound of the steel structure building as compared with the floor structure of the comparative example. In addition, such soundproof floor structure,
Not only the reduction in the low frequency range, but also in the entire frequency range was greatly reduced, resulting in a very good hearing.

【0168】一方、通常、軽量床衝撃音は、床表面仕上
材の影響が大きいものであるが、本発明では、防音床仕
上材やカーペットを使用する必要がないレベルにまで改
善できた。これは、床への衝撃力が、床上部構造体や防
音床材によって、効率よく分離され、分散して、衝撃力
の低減した力が防音床材や床下部構造体へ伝わり、そこ
からの放射音が低減し、更に鉄骨梁への振動伝達も低減
したためである。
[0168] On the other hand, the light floor impact sound is usually greatly affected by the floor surface finishing material. However, in the present invention, it was possible to improve the level to a level that does not require the use of a soundproof floor finishing material or a carpet. This is because the impact force on the floor is efficiently separated and dispersed by the upper floor structure and the soundproof floor material, and the reduced impact force is transmitted to the soundproof floor material and the lower floor structure, from which This is because radiation noise is reduced and vibration transmission to the steel beam is also reduced.

【0169】[0169]

【発明の効果】本発明の防音床構造は、床上部構造体と
床下部構造体との間に、複数の防音床材を離間させて設
け、この防音床材とその間の空間とで、床の衝撃力を吸
収緩和すること、及び上部板材と下部板材との間に、複
数のバネ特性の異なった衝撃緩衝部材を離間させて設
け、床上部構造体の振動を減衰させること、及び所定の
曲げ強さと厚さを有する床下地材を用い、床上部構造体
の重量を増すことにより、床下部構造体の振動を抑える
ことにより、床上部構造体上の歩行感を著しく向上させ
ることができとともに、床下部構造体から生じる低周波
数の騒音を著しく低減することができる。
According to the soundproof floor structure of the present invention, a plurality of soundproof floor members are provided between the upper floor structure and the lower floor structure so as to be separated from each other. Absorbing and relaxing the impact force of the above, and providing a plurality of shock absorbing members having different spring characteristics apart from each other between the upper plate and the lower plate to attenuate the vibration of the floor upper structure, and By using a flooring material with bending strength and thickness, by increasing the weight of the upper floor structure, the vibration of the lower floor structure can be suppressed, and the walking feeling on the upper floor structure can be significantly improved. At the same time, low-frequency noise generated from the underfloor structure can be significantly reduced.

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

【図1】 本発明の一例の防音床構造の断面図である。FIG. 1 is a sectional view of a soundproof floor structure according to an example of the present invention.

【図2】 図1の防音床構造の平面図である。FIG. 2 is a plan view of the soundproof floor structure of FIG.

【図3】 本発明にかかる一例の防音床材の平面図であ
る。
FIG. 3 is a plan view of an example of a soundproof flooring material according to the present invention.

【図4】 図3の防音床材の側面図である。FIG. 4 is a side view of the soundproof flooring material of FIG.

【図5】 本発明にかかる一例の衝撃吸収材の平面図で
ある。
FIG. 5 is a plan view of an example of the shock absorbing material according to the present invention.

【図6】 (a)は、図5の衝撃吸収材をA−A線で切
断した断面図である。(b)は、図5の衝撃吸収材をB
−B線で切断した断面図である。(c)は、図5の衝撃
吸収材をC−C線で切断した断面図である。
FIG. 6A is a cross-sectional view of the shock absorbing material of FIG. 5 taken along line AA. (B) shows the shock absorbing material of FIG.
It is sectional drawing cut | disconnected by the -B line. (C) is sectional drawing which cut | disconnected the shock absorber of FIG. 5 by CC line.

【図7】 本発明の他の例の防音床構造の断面図であ
る。
FIG. 7 is a sectional view of a soundproof floor structure according to another example of the present invention.

【図8】 図7の防音床構造の平面図である。8 is a plan view of the soundproof floor structure of FIG.

【図9】 本発明にかかる他の例の防音床材の平面図で
ある。
FIG. 9 is a plan view of another example of the soundproof flooring material according to the present invention.

【図10】 図9の防音床材の側面図である。FIG. 10 is a side view of the soundproof flooring material of FIG. 9;

【図11】 本発明にかかる更に他の例の防音床構造の
断面図である。
FIG. 11 is a sectional view of still another example of the soundproof floor structure according to the present invention.

【図12】 本発明にかかる一例の床パネルの断面図で
ある。
FIG. 12 is a cross-sectional view of an example floor panel according to the present invention.

【図13】 図12の床パネルを梁に懸架した状態の側
面図である。
FIG. 13 is a side view of a state where the floor panel of FIG. 12 is suspended on beams.

【図14】 本発明にかかる他の例の衝撃緩和材の平面
図である。
FIG. 14 is a plan view of another example of the shock absorbing material according to the present invention.

【図15】 図14の衝撃緩和材の側面図である。FIG. 15 is a side view of the shock absorbing material of FIG.

【図16】 本発明にかかる更に他の例の防音床材の平
面図である。
FIG. 16 is a plan view of still another example of the soundproof flooring material according to the present invention.

【図17】 図16の防音床材の側面図である。FIG. 17 is a side view of the soundproof flooring material of FIG.

【図18】 図11の防音床構造の平面図である。FIG. 18 is a plan view of the soundproof floor structure of FIG.

【図19】 本発明にかかる更に他の例の防音床構造の
断面図である。
FIG. 19 is a sectional view of still another example of the soundproof floor structure according to the present invention.

【図20】 本発明にかかる他の例の床パネルの断面図
である。
FIG. 20 is a cross-sectional view of another example of a floor panel according to the present invention.

【図21】 図20の床パネルを梁に懸架した状態の側
面図である。
FIG. 21 is a side view of a state where the floor panel of FIG. 20 is suspended on beams.

【図22】 本発明にかかる更に他の例の防音床材の平
面図である。
FIG. 22 is a plan view of still another example of the soundproof flooring material according to the present invention.

【図23】 図19の防音床構造の平面図である。FIG. 23 is a plan view of the soundproof floor structure of FIG. 19;

【図24】 比較例にかかる一例の床構造の断面図であ
る。
FIG. 24 is a cross-sectional view of an example of a floor structure according to a comparative example.

【図25】 比較例にかかる他の例の床構造の断面図で
ある。
FIG. 25 is a cross-sectional view of another example of the floor structure according to the comparative example.

【符号の説明】[Explanation of symbols]

1,34,75 防音床構造 2 鉄骨梁 3,25 床下部構造体 3a 床下部構造体片 4,34 床上部構造体 5 床下地材 6 床仕上げ材 7,26,41,64 防音床材 8,13 空間 9,27,42,65 下部板材 10,11,32,45,48,69,73 衝撃緩衝
部材 12,30,44,66 上部板材 14,18 隙間 15,16,67,68 衝撃吸収材 17,39 衝撃緩和材 17a,53 基材 17b,17c,54,55,56 凸部 19 制振材 20 捨て貼り板 21,46 ツメ 22,47,71 固定治具 23,61,98 木ビス 24,37,58,84,87,93,97,100
パーチクルボード 28,49,74 支持材 29,43 非加硫ブチルゴムシート 31 可撓性エポキシ接着剤 33,89,102 フロアーネイル 35,63,95 床パネル 36,59,92 根太木 38 接着層 35a 根太木の上面 35b パーチクルボードの端部 40,50 合板 51 不織布 52,72,94 木ネジ 60 石膏ボード 62 L金具 63a,63b 床パネルの両端 63c 継目 70 固定具 81,91 床構造 82,96 I型鋼梁 83 ALC床版 85 ビス 86,99 アスファルト系制振材 88,101 フローリング材
1,34,75 soundproof floor structure 2 steel beam 3,25 underfloor structure 3a underfloor structure piece 4,34 underfloor structure 5 floor base material 6 floor finish material 7,26,41,64 soundproof floor material 8 , 13 Space 9, 27, 42, 65 Lower plate 10, 11, 32, 45, 48, 69, 73 Shock absorbing member 12, 30, 44, 66 Upper plate 14, 18 Gap 15, 16, 67, 68 Shock absorption Material 17, 39 Shock absorbing material 17a, 53 Base material 17b, 17c, 54, 55, 56 Convex portion 19 Vibration damping material 20 Discarded attachment plate 21, 46 Claw 22, 47, 71 Fixing jig 23, 61, 98 Wood screw 24, 37, 58, 84, 87, 93, 97, 100
Particle board 28,49,74 Supporting material 29,43 Non-vulcanized butyl rubber sheet 31 Flexible epoxy adhesive 33,89,102 Floor nail 35,63,95 Floor panel 36,59,92 Joist 38 Adhesive layer 35a 35b Ends of particle board 40,50 Plywood 51 Non-woven fabric 52,72,94 Wood screws 60 Gypsum board 62 L fittings 63a, 63b Both ends of floor panel 63c Seam 70 Fixing 81,91 Floor structure 82,96 I-shaped steel beam 83 ALC floor slab 85 Screw 86,99 Asphalt damping material 88,101 Flooring material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 木曽 治 広島県福山市幕山台2丁目31−5 Fターム(参考) 2E001 DF01 EA04 FA11 GA12 GA24 GA42 GA82 HA01 HA03 HB01 HB02 HB03 HB04 HB05 HC01 HC02 HC04 HD01 HD11 HD12 HE01 LA12  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Osamu Kiso 2-31-5 Makuyamadai, Fukuyama-shi, Hiroshima F-term (reference) 2E001 DF01 EA04 FA11 GA12 GA24 GA42 GA82 HA01 HA03 HB01 HB02 HB03 HB04 HB05 HC01 HC02 HC04 HD01 HD11 HD12 HE01 LA12

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨梁と、前記鉄骨梁によって支持され
る床下部構造体と、前記床下部構造体上の床上部構造体
とを備えており、前記床下部構造体が、板状体と根太と
を備える床パネル又は床版から形成されており、前記床
上部構造体が、床下地材と前記床下地材上の床仕上げ材
とから形成されている、鉄骨構造住宅用の防音床構造で
あって、 前記床下部構造体と前記床上部構造体との間に複数の防
音床材が配置されており、前記防音床構造を縦断面で見
た時、前記各防音床材が互いに離間しており、前記各防
音床材の間の水平方向に空間が設けられており、前記各
防音床材が下部板材と複数の衝撃緩衝部材と上部板材と
を備えており、前記下部板材が前記床下部構造体に固定
されており、前記上部板材が前記床上部構造体に固定さ
れており、前記各衝撃緩衝部材が前記下部板材と前記上
部板材との間に配置されており、前記各衝撃緩衝部材が
互いに離間しており、前記各衝撃緩衝部材の間の水平方
向に空間が形成されており、前記各衝撃緩衝部材がバネ
特性を有しており、前記バネ特性が、線形バネ特性、プ
ログレッシブバネ特性及び定荷重バネ特性からなる群よ
り選ばれており、一方の前記衝撃緩衝部材の前記バネ特
性と他方の前記衝撃緩衝部材の前記バネ特性とが異なっ
ており、前記床下地材が、JIS−A−5908試験で
の13.0N/mm2 以上の曲げ強さ及び15mm以上
の厚みを有しており、前記床上部構造体の1m2 当たり
の重量が40〜100kgであることを特徴とする、防
音床構造。
1. An under-floor structure supported by the steel beam, an under-floor structure on the under-floor structure, and the under-floor structure includes a plate-like body. A soundproof floor structure for a steel-framed house, wherein the floor structure is formed from a floor panel or a floor slab having a joist, and the floor upper structure is formed from a floor base material and a floor finish material on the floor base material. A plurality of soundproofing floor materials are disposed between the underfloor structure and the upper floor structure, and when the soundproof floor structure is viewed in a longitudinal section, the soundproof flooring materials are separated from each other. A space is provided in the horizontal direction between the soundproofing floor materials, each of the soundproofing flooring materials includes a lower plate, a plurality of impact buffering members, and an upper plate, and the lower plate is the lower plate. The upper plate is fixed to the underfloor structure, and the upper plate member is fixed to the underfloor structure. Each of the shock absorbing members is disposed between the lower plate and the upper plate, the shock absorbing members are separated from each other, and a space is formed in a horizontal direction between the shock absorbing members. And each of the shock absorbing members has a spring characteristic, and the spring characteristic is selected from the group consisting of a linear spring characteristic, a progressive spring characteristic, and a constant load spring characteristic. The spring characteristic is different from the spring characteristic of the other shock absorbing member, and the floor base material has a bending strength of 13.0 N / mm 2 or more and a thickness of 15 mm or more in a JIS-A-5908 test. It has, and wherein the weight of 1 m 2 per the floor superstructure is 40~100Kg, sound-insulating floor structure.
【請求項2】 前記防音床材が少なくとも2種の衝撃緩
衝部材を備えており、一方の前記衝撃緩衝部材が前記上
部板材と接しており、他方の前記衝撃緩衝部材が前記上
部板材との間に隙間を有しており、前記床上部構造体に
衝撃が加わった時、前記他方の前記衝撃緩衝部材と前記
上部板材とが接触することを特徴とする、請求項1記載
の防音床構造。
2. The sound-insulating floor material includes at least two types of shock absorbing members, one of which is in contact with the upper plate, and the other of which is between the upper plate and the upper member. 2. The soundproof floor structure according to claim 1, further comprising a gap, wherein when the impact is applied to the floor upper structure, the other impact buffering member and the upper plate member come into contact with each other. 3.
【請求項3】 前記床上部構造体と前記上部板材と間及
び前記下部板材と前記床下部構造体との間の少なくとも
一方に、衝撃吸収材が設けられていることを特徴とす
る、請求項1〜3のいずれか一項記載の防音床構造。
3. A shock absorbing material is provided between at least one of the upper floor structure and the upper plate and between the lower plate and the lower floor structure. The soundproof floor structure according to any one of claims 1 to 3.
【請求項4】 前記床下部構造体が複数の床下部構造体
を水平に接ぎ合わすことで形成されており、前記下部板
材が前記各床下部構造体の継目上に設けられており、前
記継目の長さの25〜90%が前記下部板材によって被
覆されていることを特徴とする、防音床構造。
4. The underfloor structure is formed by horizontally joining a plurality of underfloor structures, and the lower plate member is provided on a seam of each of the underfloor structures. Characterized in that 25 to 90% of the length of the floor is covered with the lower plate.
【請求項5】 前記各防音床材の間及び前記床下部構造
体の周辺部の上面の少なくとも1箇所に、支持材が設け
られており、前記支持材が前記床上部構造体を支持して
おり、前記床上部構造体上に衝撃が加わった時、前記支
持材が前記床上部構造体の変位を許容することを特徴と
する、請求項1〜4のいずれか一項記載の防音床構造。
5. A support member is provided between each of the soundproof floor materials and at least one location on the upper surface of a peripheral portion of the underfloor structure, and the support material supports the upper floor structure. The soundproof floor structure according to any one of claims 1 to 4, wherein the support member allows displacement of the floor upper structure when an impact is applied on the floor upper structure. .
【請求項6】 前記鉄骨梁と前記床下部構造体の間に、
衝撃緩和材が介在しており、前記衝撃緩和材が、平板状
の基材と複数の凸部とを備えており、前記各凸部が前記
基材の表面及び裏面の少なくとも一方に設けられてお
り、前記各凸部が、前記表面又は前記裏面から所定の高
さで設けられており、前記表面又は前記裏面上で、相対
的に高い高さの一方の前記凸部と、前記一方の凸部の次
に高い高さの他方の前記凸部との高さの差が、前記一方
の凸部の高さの5〜50%であり、前記一方の凸部が前
記床下部構造体又は前記鉄骨梁と接触しており、前記他
方の凸部と、前記床下部構造体又は前記鉄骨梁との間に
隙間が形成されており、前記各凸部が、ポリノルボーネ
ンゴム、粘着付与樹脂及び軟化剤を含有する原料から形
成されており、前記各凸部の比重が1.3〜1.8であ
り、前記防音床構造に衝撃が加わった時、前記他方の凸
部が前記床下部構造体又は前記鉄骨梁と接触し、前記他
方の凸部が圧縮変形することを特徴とする、請求項1〜
5のいずれか一項記載の防音床構造。
6. Between the steel beam and the underfloor structure,
The shock absorbing material is interposed, the shock absorbing material includes a flat base material and a plurality of convex portions, and each of the convex portions is provided on at least one of a front surface and a back surface of the base material. And each of the protrusions is provided at a predetermined height from the front surface or the back surface, and on the front surface or the back surface, one of the protrusions having a relatively high height, and the one of the protrusions The difference between the height of the second protrusion and the height of the other protrusion is 5 to 50% of the height of the one protrusion, and the one protrusion is the lower floor structure or the lower floor. It is in contact with a steel beam, a gap is formed between the other convex portion and the underfloor structure or the steel beam, and each convex portion has polynorbornene rubber, a tackifying resin, The sound-insulating floor structure is formed from a raw material containing a softening agent, wherein the specific gravity of each of the protrusions is 1.3 to 1.8. When an impact is applied, the other convex portion is in contact with the underfloor area structure or the steel beam, the other convex portion, characterized in that the compressive deformation, claim 1
The sound-insulating floor structure according to any one of claims 5 to 10.
JP32899999A 1999-11-19 1999-11-19 Soundproof floor structure Expired - Fee Related JP4413344B2 (en)

Priority Applications (1)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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JP4413344B2 JP4413344B2 (en) 2010-02-10

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JP2003160992A (en) * 2001-11-28 2003-06-06 Hayakawa Rubber Co Ltd Soundproof floor structure and execution method therefor
JP2008014074A (en) * 2006-07-07 2008-01-24 Hayakawa Rubber Co Ltd Seismic control member and floor structure
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JP2018017077A (en) * 2016-07-29 2018-02-01 住友林業株式会社 Double floor support leg, double floor structure of using the same and construction method thereof
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003160992A (en) * 2001-11-28 2003-06-06 Hayakawa Rubber Co Ltd Soundproof floor structure and execution method therefor
JP2009511815A (en) * 2005-10-12 2009-03-19 エドワーズ リミテッド Vacuum exhaust device
US9127682B2 (en) 2005-10-12 2015-09-08 Edwards Limited Vacuum pumping arrangement
JP2008014074A (en) * 2006-07-07 2008-01-24 Hayakawa Rubber Co Ltd Seismic control member and floor structure
JP2015017491A (en) * 2013-06-14 2015-01-29 積水ハウス株式会社 Sound insulation floor structure
JP2016118031A (en) * 2014-12-19 2016-06-30 住友理工株式会社 Damping floor structure
JP2018017077A (en) * 2016-07-29 2018-02-01 住友林業株式会社 Double floor support leg, double floor structure of using the same and construction method thereof
CN107269752A (en) * 2017-07-28 2017-10-20 中国地震局工程力学研究所 Three-dimensional isolation pedestal with multiple defence line
CN114599847A (en) * 2019-10-25 2022-06-07 姜珉镐 Impact absorption device and application thereof in interlayer noise blocking structure
CN111456373A (en) * 2020-04-16 2020-07-28 惠亚科技(东台)有限公司 Floor steel frame supporting device
CN116331419A (en) * 2023-02-28 2023-06-27 中船桂江造船有限公司 Manufacturing method of floating raft type noise reduction floor

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