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JPH0546417B2 - - Google Patents
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JPH0546417B2 - - Google Patents

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Publication number
JPH0546417B2
JPH0546417B2 JP62087780A JP8778087A JPH0546417B2 JP H0546417 B2 JPH0546417 B2 JP H0546417B2 JP 62087780 A JP62087780 A JP 62087780A JP 8778087 A JP8778087 A JP 8778087A JP H0546417 B2 JPH0546417 B2 JP H0546417B2
Authority
JP
Japan
Prior art keywords
foamed plastic
floor structure
lower layer
flooring material
floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP62087780A
Other languages
Japanese (ja)
Other versions
JPS63251569A (en
Inventor
Hiromitsu Horikoshi
Noboru Yuhara
Tadashi Shimizu
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Chemical BASF Co Ltd
Yuka Sansho KK
Original Assignee
Yuka Sansho KK
Mitsubishi Yuka Badische 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 Yuka Sansho KK, Mitsubishi Yuka Badische Co Ltd filed Critical Yuka Sansho KK
Priority to JP8778087A priority Critical patent/JPS63251569A/en
Publication of JPS63251569A publication Critical patent/JPS63251569A/en
Publication of JPH0546417B2 publication Critical patent/JPH0546417B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明はコンクリート建築物において、衝撃音
および空金伝播音の騒音の遮断性に優れる床構造
に関する。 〔従来の技術〕 従来のコンクリート建築物の床構造としては、
例えば第3図ないし第5図に示すものがある。第
3図は洋室の床構造を示し、第4図は第3図にお
ける床下地材の形状を示し、第5図は第3図にお
けるコンクリートスラブに塗布された接合材の床
下地材との接着部の分布状態を示す図である。 この床構造は、コンクリートスラブSと、その
スラブSの上にほぼ一定の間隔を置いて島状に塗
布した接合材Mと、その接合材Mに上からのせて
接着して前記コンクリートスラブSに一体に敷設
した発泡プラスチツク製の床下地材Bと、その上
に張設した床仕上材Fとより構成されている。 上記接合材Mは、通常はモルタル団子mと接着
剤から成り、最初接著剤をコンクリートスラブに
塗り、その上にモルタル団子mを置き、床下地材
Bの裏面に接着剤を塗つて施工している。床下地
材Bは、第4図に示すようなユニツト下地材bを
合じやくりで敷き並べたものである。このユニツ
ト下地材bは、例えば、JIS A−6322に準拠して
測定したバネ定数100×106N/m3、JIS A−9511
に準拠して測定した圧縮強さ1.2Kg/cm2、厚さ50
mm、幅600mm、長さ900mmの単位板であつて、表側
には450mm間隔で床仕上材張設用の棧木1が埋設
してあり、裏側には配管用の配管溝2が縦横に設
けてある。床仕上材Fは木質系の床板で釘打ちに
よつて張設するのが一般である。 島状に塗布した接合材Mの間隔は、第5図に示
すように通常は上記ユニツト下地材bであれば、
その1枚当りのモルタル団子m、すなわち島の数
は16〜20個である。 この床構造は、断熱性、温かさ、歩行の快適
さ、安全性、配管部の施工性等で優れているが、
遮音性能、特に空気伝播音に対する遮音性能が床
下地材を用いないコンクリートスラブ単体(裸
床)にくらべて悪い。このため、上階室内でテレ
ビ音、ステレオ音等の音量を高くすると下階の居
室へ伝播してしまう問題がある。 このような遮音性能の悪さはコンクリートスラ
ブ上に発泡プラスチツク製床下地材と床仕上材と
が構成する上部構造が250Hz〜1kHzの周波数帯域
の中で共鳴透過現象を生ずるためと考えられる。 また、床衝撃音に対する遮音性能も良好と言え
ず、特に木質系仕上材(合板、捨板)の場合の軽
量衝撃音に対する遮音性能が悪いという欠点があ
る。 この遮音性能レベルを確認するために行つた
JIS A−1417−1974(音源室:縦幅2800mm×横幅
3670mm)と、JIS A−1418−1974に準拠して測定
した遮音性能を表3に示す。 表3の測定結果から理解されるように、従来の
発泡プラスチツク製床下地材を用いた床構造
〔〕裸床〔〕と比較して中心周波数500Hzでの
室間音圧レベル差が低下しており、遮音等級D値
を悪化させている。 これは、コンクリートスラブS、モルタル接合
材Mと床仕上材Fとの間を形成している発泡プラ
スチツク製床下地材Bが弾性体として作用し、共
鳴透過現象を生じさせているためと考えられる。 尚、比較のために挙げた床構造〔〕のD値は
50と良好であるが、これは上述のような共鳴透過
現象を起こすことはないからと考えられる。この
床構造〔〕は、遮音性能は優れているが、この
ままで床仕上材を張設しても、床が硬すぎるため
歩行感が悪く、かつ、転倒時危険であり、極めて
居住性が悪い。 〔問題点を解決する具体的手段〕 本発明においては、床下地材として従来用いら
れている発泡プラスチツクの下面に、それよりも
弾性の大きい発泡プラスチツクを積層した積層体
を用い、かつ、床仕上材の荷重が一番大きくかか
る棧木の弾性の大きい発泡プラスチツク下層の表
面にも接触させることにより衝撃音、空気伝播音
相方に対し遮音効果の優れるコンクリート建築物
の床構造を与えるものである。 すなわち、本発明は、コンクリートスラブと、
そのスラブの上に発泡プラスチツク製の床下地材
を接合材を用いて固着し、その床下地材の床仕上
材を張設した構造のコンクリート建築物の床構造
に於て、前記床下地材はJIS A−6322に準拠して
測定した静的バネ定数が30×106N/m3以下であ
る発泡プラスチツク製下層(以下、弾性の大きい
発泡プラスチツク層ということがある。)と、棧
木を備え、かつ、JIS A−9511に準拠して測定し
た圧縮強さが0.8〜3Kg/cm2の発泡プラスチツク
製上層(以下、半硬質の発泡プラスチツク層とい
うことがある。)との積層構造物であつて、前記
棧木は上層の表面より下層の表面に迄到達してい
ることを特徴とするコンクリート建築物の床構造
を提案するものである。 以下、図面を用いて本発明を説明する。第1図
において、Sはコンクリートスラブ、Mはモルタ
ル、液状樹脂接着剤等の接合材、Bは発泡プラス
チツク製床下地材、1は棧木、F1とF2は肉厚12
mmのベニア合板からなる床仕上材で、Fはそれを
2枚重ね合せた床仕上材、床仕上材(捨板)F2
は釘3により棧木1に係止され、床仕上材F1
捨板F2に釘又は接着剤で係止されている。 この床仕上材F1はラワン合板の他に、化粧が
施こされたフローリング材であつてもよい。 ここにいう接合材Mは、床下地材Bをコンクリ
ートスラブSに固定する材料であり、接着剤とセ
メントモルタルを併用したり、ポリマー入りセメ
ント系接着剤やエポキシ系接着剤、例えばアクリ
ル系又はエチレン・酢酸ビニル共重合体系ポリマ
ー分散液を混入させた接着剤等を使用する。 この床下地材Bは、第1図及び第2図Aに示す
ようにJIS A−6322に準拠して測定した静的バネ
定数が30×106N/m3以下、好ましくは5×
106N/m3〜20×106N/m3の発泡プラスチツク製
下層b1と、JIS A−9511に準拠して測定した圧縮
強さが0.8〜3Kg/cm2の発泡プラスチツク製上層
b2との積層体よりなり、棧木1は、半硬質の発泡
プラスチツク製上層b2の表面より、その上層b2
断面を通つて弾性の大きい発泡プラスチツク製下
層b1の表面に接触するように設けられる。 なお、本実施例において床下地材Bは、1つの
発泡プラスチツク製上層b2と複数に分割された発
泡プラスチツク製下層b1とから構成されており、
コンクリートスラブSとの間に空間5を形成して
いる。 この床下地材Bは、例えば第2図Bに示す半硬
質の発泡プラスチツク製上層b2の裏面側より第2
図Cに示す棧木1を嵌合させて、ついで、表面に
液状接着剤を塗布した第2図Dに示す弾性の大き
い発泡プラスチツク製下層b1を嵌合し、三者を一
体化させることにより得られる。 棧木1の半硬質の発泡プラスチツク製上層b2
表面に位置する面積は、弾性の大きい発泡プラス
チツク製下層b1に接する面積よりも小さいのが好
ましく、形状は、台形状、凸状等がよい。このよ
うにすることにより床下地木材より棧木が抜けに
くい。 上層b2と下層b1を接着させる液状接着剤として
は、エポキシ系樹脂、ウレタン系樹脂、不飽和ポ
リエステル系樹脂、アクリル酸エステル・スチレ
ン共重合体等の溶剤型、エマルジヨン型の液状接
着剤が用いられる。 桟木1の素材としては、ラワン、檜(35Kg/
cm2)、けやき(150Kg/cm2)、米栂、松、杉等の木
材であつても、ABSやポリスチレンを押出低発
泡または射出発泡成形して得られる合成木材(50
〜150Kg/cm2)であつてもよい。なお、括弧内は
JIS Z−2111で測定した圧縮強度である。 各発泡体のバネ定数の大きさの順位は、棧木が
一番大きく、次いで半硬質の発泡プラスチツク製
上層、次いで弾性の大きい発泡プラスチツク製下
層の順である。床仕上材Fより棧木1に伝わつた
重量床衝撃音、軽量衝撃音等の衝撃音は、棧木1
が直接静的バネ定数の小さい、即ち、弾性の大き
い発泡プラスチツク製下層b1により減衰され、こ
の弾性の大きい発泡プラスチツク製下層b1は接合
材MによりコンクリートスラブSに連なつている
ので、接合材Mに半硬質の発泡プラスチツク製床
下地材b2が接する従来のコンクリート床構造より
も衝撃音遮断性が向上する。 第6図は、床仕上材の捨板F2の床下地材Bへ
の固定を釘3と接着剤4を用いて行つた別の態様
のコンクリート床構造を示す断面図である。 第7図〜第11図は、床下地材Bの別の態様を
示す平面図であり、これら床下地材Bは、棧木1
が1つの半硬質の発泡プラスチツク製上層b2に複
数設けられており、かつ、各棧木1,1は1つ又
は複数の弾性の大きい発泡プラスチツク製下層b1
と接しており、隣接する弾性の大きい発泡プラス
チツク製下層b1,b1,b1,b1は互いに離れてい
る。 この弾性の大きい発泡プラスチツク製下層b1
b1,b1,b1……が離間していることに起因して床
下地材BとコンクリートスラブS間に空間5が生
じ、弾性の大きい発泡プラスチツク製下層b1との
相乗作用でピアノやステレオの音、話し声等の空
間を伝つて壁、コンクリートスラブSを伝つて階
下に伝わる騒音が減衰される。 第7図、第8図、第9図および第11図は、棧
木の長さが、弾性の大きい発泡プラスチツク製下
層b1の幅又は長さと同じである床下地材Bを示
し、第9図、第10図、第11図は、半硬質の発
泡プラスチツク製上層b2に、下面に弾性の大きい
発泡プラスチツク製下層b1を有しない中央部分に
手又は指が挿入可能な貫通空所6を有し、かつ、
下面に弾性の大きい発泡プラスチツク製下層b1
有しない部分であつて、各辺の中央部より内側に
向つて手又は指が挿入可能な空所7,7,7,7
を少なくとも一対設けた構造の床下地材Bを示す
ものである。 これら空所6,7,7,7,7の存在により床
下地材Bはより軽量化され、かつ、指や手の挿入
が可能なために施工が容易となる。更に、空気伝
播音の減衰が向上する。 各々の弾性の大きい発泡プラスチツク製下層
b1,b1間の距離は、5〜30cmであり、必要により
空間5に暖房用のパイプやガス管等を敷設できる
幅、高さをもたせてもよい。 床下地材Bの弾性の大きい発泡プラスチツク製
下層b1の肉厚は、半硬質の発泡プラスチツク製上
層b2の肉厚の20〜500%を占める。床下地材Bの
弾性の大きい発泡プラスチツク製下層b1の肉厚が
10〜100mmであり、半硬質の発泡プラスチツク製
上層b2の肉厚は10〜50mmである。 床下地材Bの下層b1を構成する発泡プラスチツ
クの素材としては、高密度ポリエチレン、線状低
密度ポリエチレン、ポリプロピレン、プロピレ
ン・エチレン共重合体、スチレン・ポリエチレン
共重合体等の嵩密度が8〜40g/の発泡形成体
および、予備発泡ポリスチレン粒子を型内に充填
し、これをスチーム発泡成形して発泡ポリスチレ
ン成型体とし、該成型体を圧縮後、圧縮率の1/2
〜4/5まで形状を回復させ、然る後、圧縮方向に
直交する面方向にスライスしたものであつてもよ
い。この実施例では、厚さ410mm、幅900mm、長さ
1000mmの発泡ポリスチレン成型体を厚さ方向に加
圧して、その厚さの1/3に圧縮し、その後圧力を
開放して2/3まで回復させ、しかる後圧縮方向に
直交する面方向にスライスして得た発泡ポリスチ
レンを利用した。 下層b1を構成する発泡プラスチツクの静的バネ
定数は、前述の加圧、解放の2次加工による場
合、加工前の発泡体の密度と加条件によつて種々
のものが得られる。 表1は、加圧前に異なつた密度を有し、かつ厚
さ410mm、幅900mm、長さ1800mmの発泡ポリスチレ
ンを、それぞれ1/3の厚さまで圧縮し、その後圧
力を解放して2/3まで回復させたものを厚さ50mm、
幅600mm、長さ900mmに切断して得たユニツト床下
地材b1について、その密度とバネ定数との関係を
みたものである。
[Industrial Field of Application] The present invention relates to a floor structure in a concrete building that is excellent in blocking noise such as impact sound and empty metal propagation sound. [Conventional technology] The floor structure of conventional concrete buildings is as follows:
For example, there are those shown in FIGS. 3 to 5. Fig. 3 shows the floor structure of a Western-style room, Fig. 4 shows the shape of the subfloor material in Fig. 3, and Fig. 5 shows the adhesion of the bonding material applied to the concrete slab with the subfloor material in Fig. 3. FIG. This floor structure consists of a concrete slab S, a bonding material M applied on the slab S in the form of islands at approximately constant intervals, and a bonding material M placed on top of the bonding material M and bonded to the concrete slab S. It consists of a foamed plastic flooring material B laid integrally with the flooring material F stretched over it. The above-mentioned bonding material M usually consists of mortar balls m and an adhesive. First, the adhesive is applied to the concrete slab, the mortar balls m are placed on top of that, and the adhesive is applied to the back side of the subfloor material B. There is. The floor base material B is made by laying unit base materials B as shown in FIG. 4 in a jointed manner. This unit base material b has, for example, a spring constant of 100×10 6 N/m 3 measured in accordance with JIS A-6322, and JIS A-9511.
Compressive strength 1.2Kg/cm 2 , thickness 50, measured in accordance with
It is a unit plate with a width of 600 mm and a length of 900 mm. On the front side, there are wood 1 for laying floor covering material buried at 450 mm intervals, and on the back side, piping grooves 2 for piping are provided vertically and horizontally. There is. The floor finishing material F is generally a wooden floor board and is installed by nailing. As shown in FIG. 5, the intervals between the bonding materials M applied in the form of islands are usually as follows for the above-mentioned unit base material b.
The number of mortar balls m per sheet, that is, the number of islands, is 16 to 20. This floor structure is excellent in terms of insulation, warmth, walking comfort, safety, and ease of construction of piping sections.
The sound insulation performance, especially the sound insulation performance against airborne sound, is poorer than that of a concrete slab alone (bare floor) that does not use a subfloor material. For this reason, there is a problem that if the volume of TV sound, stereo sound, etc. is increased in the room on the upper floor, the sound will propagate to the living room on the lower floor. This poor sound insulation performance is thought to be due to the fact that the superstructure, which is made up of a foamed plastic flooring material and floor finishing material on a concrete slab, causes a resonance transmission phenomenon in the frequency band of 250 Hz to 1 kHz. In addition, the sound insulation performance against floor impact noise is not good, and there is a drawback that the sound insulation performance against light impact noise is particularly poor in the case of wood-based finishing materials (plywood, scrapboard). I went to check this sound insulation performance level.
JIS A-1417-1974 (sound source room: height 2800mm x width
3670mm) and the sound insulation performance measured in accordance with JIS A-1418-1974 is shown in Table 3. As can be understood from the measurement results in Table 3, the sound pressure level difference between rooms at a center frequency of 500 Hz is reduced compared to a floor structure using conventional foamed plastic flooring material [] bare floor []. This worsens the sound insulation grade D value. This is thought to be because the foamed plastic flooring material B, which forms the space between the concrete slab S, mortar bonding material M, and floor finishing material F, acts as an elastic body and causes a resonance transmission phenomenon. . In addition, the D value of the floor structure [] mentioned for comparison is
50, which is good, but this is thought to be because the above-mentioned resonance transmission phenomenon does not occur. This floor structure [] has excellent sound insulation performance, but even if floor finishing material is applied as it is, the floor is too hard, making it uncomfortable to walk on, and it is dangerous to fall, making it extremely uncomfortable to live in. . [Specific means for solving the problem] In the present invention, a laminate is used in which a foamed plastic with higher elasticity is laminated on the lower surface of the foamed plastic conventionally used as a flooring material. By bringing the wood into contact with the surface of the highly elastic foamed plastic lower layer, which bears the heaviest load of the material, it provides a floor structure for concrete buildings that has an excellent sound insulation effect against impact sound and airborne sound. That is, the present invention provides a concrete slab;
In the floor structure of a concrete building in which a foamed plastic subfloor material is fixed onto the slab using a bonding material, and a floor finishing material of the subfloor material is stretched, the said subfloor material is A foamed plastic lower layer with a static spring constant of 30 x 10 6 N/m 3 or less measured in accordance with JIS A-6322 (hereinafter sometimes referred to as a highly elastic foamed plastic layer), and a wooden A laminated structure with a foamed plastic upper layer (hereinafter sometimes referred to as a semi-rigid foamed plastic layer) with a compressive strength of 0.8 to 3 kg/cm 2 measured in accordance with JIS A-9511. Another object of the present invention is to propose a floor structure for a concrete building, characterized in that the timbers reach from the surface of the upper layer to the surface of the lower layer. The present invention will be explained below using the drawings. In Figure 1, S is concrete slab, M is mortar, bonding material such as liquid resin adhesive, B is foamed plastic flooring material, 1 is wood, F 1 and F 2 are wall thickness 12
A floor finishing material made of veneer plywood of mm .
is secured to the timber 1 by nails 3, and the floor covering material F1 is secured to the waste board F2 with nails or adhesive. This floor finishing material F 1 may be a decorative flooring material other than lauan plywood. The bonding material M here is a material that fixes the subfloor material B to the concrete slab S, and may be a combination of adhesive and cement mortar, a polymer-containing cement adhesive, an epoxy adhesive, such as acrylic or ethylene.・Use an adhesive mixed with a vinyl acetate copolymer-based polymer dispersion. As shown in Fig. 1 and Fig. 2 A, this flooring material B has a static spring constant of 30 x 10 6 N/m 3 or less, preferably 5 x
A lower layer b 1 made of foamed plastic with a strength of 10 6 N/m 3 to 20×10 6 N/m 3 and an upper layer made of foamed plastic with a compressive strength of 0.8 to 3 Kg/cm 2 measured in accordance with JIS A-9511.
B 2 is made of a laminate, and the rod 1 contacts the surface of the highly elastic foamed plastic lower layer b 1 from the surface of the semi-rigid foamed plastic upper layer b 2 through the cross section of the upper layer b 2 It is set up like this. In this example, the flooring material B is composed of one foamed plastic upper layer b 2 and a foamed plastic lower layer b 1 divided into a plurality of parts.
A space 5 is formed between it and the concrete slab S. This flooring material B is made of a semi-rigid foamed plastic upper layer b 2 shown in FIG.
To integrate the three parts by fitting the wooden block 1 shown in Fig. C, and then fitting the highly elastic foamed plastic lower layer b 1 shown in Fig. 2 D, whose surface is coated with liquid adhesive. It is obtained by The area located on the surface of the semi-rigid foamed plastic upper layer b 2 of the log 1 is preferably smaller than the area in contact with the highly elastic foamed plastic lower layer b 1 , and the shape is trapezoidal, convex, etc. good. By doing this, the wood is less likely to fall out than the subfloor wood. The liquid adhesive used to bond the upper layer B 2 and the lower layer B 1 includes solvent-based and emulsion-based liquid adhesives such as epoxy resins, urethane resins, unsaturated polyester resins, and acrylic acid ester/styrene copolymers. used. The materials for frame 1 are lauan and cypress (35kg/
cm 2 ), zelkova (150 kg/cm 2 ), Japanese toga, pine, cedar, etc. Synthetic wood (50
~150Kg/ cm2 ). In addition, the information in parentheses is
This is the compressive strength measured according to JIS Z-2111. The order of the spring constant of each foam is that the spring has the highest spring constant, followed by the semi-rigid foamed plastic upper layer, and then the more elastic foamed plastic lower layer. Impact sounds such as heavy floor impact sound and light impact sound transmitted from the floor finishing material F to the floor covering 1 are
is directly damped by the foamed plastic lower layer b 1 with a small static spring constant, that is, with high elasticity, and this highly elastic foamed plastic lower layer b 1 is connected to the concrete slab S by the bonding material M, so that the bonding The impact sound insulation properties are improved compared to the conventional concrete floor structure in which material M is in contact with semi-rigid foamed plastic flooring material b2 . FIG. 6 is a cross-sectional view showing another embodiment of a concrete floor structure in which the waste board F 2 of the floor finishing material is fixed to the floor base material B using nails 3 and adhesive 4. 7 to 11 are plan views showing other aspects of the flooring material B, and these flooring materials B are
are provided on one semi-rigid upper layer b 2 made of foamed plastic, and each bar 1, 1 is provided with one or more lower layers b 1 made of highly elastic foamed plastic.
The adjacent highly elastic foamed plastic lower layers b 1 , b 1 , b 1 , b 1 are separated from each other. This highly elastic foamed plastic lower layer b 1 ,
Due to the separation of b 1 , b 1 , b 1 ..., a space 5 is created between the subfloor material B and the concrete slab S, and the piano Noises such as stereo sounds, voices, etc. that are transmitted through the space, through the walls and concrete slab S, and transmitted downstairs are attenuated. 7, 8, 9 and 11 show a subflooring material B in which the length of the timber is the same as the width or length of the highly elastic foamed plastic lower layer b1 ; 10 and 11 show a through space 6 in which a hand or fingers can be inserted into the central part of a semi-rigid foamed plastic upper layer b 2 which does not have a highly elastic foamed plastic lower layer b 1 on its lower surface. has, and
Hollow spaces 7, 7, 7, 7 in which a hand or fingers can be inserted inward from the center of each side, which is a part that does not have a highly elastic foamed plastic lower layer b 1 on the lower surface.
This shows a flooring material B having a structure in which at least one pair of . The presence of these spaces 6, 7, 7, 7, 7 makes the flooring material B more lightweight, and also allows for insertion of fingers and hands, making construction easier. Furthermore, the attenuation of airborne sound is improved. Each highly elastic foamed plastic underlayer
The distance between b 1 and b 1 is 5 to 30 cm, and if necessary, the space 5 may have a width and height that allow a heating pipe, a gas pipe, etc. to be laid. The thickness of the highly elastic foamed plastic lower layer b1 of the flooring material B accounts for 20 to 500% of the thickness of the semi-rigid foamed plastic upper layer b2 . The thickness of the highly elastic foamed plastic lower layer b1 of the flooring material B is
10-100 mm, and the wall thickness of the semi-rigid foamed plastic top layer b2 is 10-50 mm. The foamed plastic material constituting the lower layer b 1 of the flooring material B includes high-density polyethylene, linear low-density polyethylene, polypropylene, propylene-ethylene copolymer, styrene-polyethylene copolymer, etc., with a bulk density of 8 to 8. A mold is filled with 40g of foamed material and pre-expanded polystyrene particles, and this is steam-foamed to form a foamed polystyrene molded product. After compressing the molded product, the compression ratio is 1/2.
The shape may be recovered to ~4/5, and then sliced in a plane direction perpendicular to the compression direction. In this example, the thickness is 410mm, the width is 900mm, and the length is
A 1000mm expanded polystyrene molded body is compressed in the thickness direction to 1/3 of its thickness, then the pressure is released to recover to 2/3, and then sliced in the plane perpendicular to the compression direction. The foamed polystyrene obtained by The static spring constant of the foamed plastic constituting the lower layer b1 can be varied depending on the density of the foam before processing and the application conditions when the secondary processing of pressurization and release is performed as described above. Table 1 shows that foamed polystyrene with different densities and having a thickness of 410 mm, a width of 900 mm, and a length of 1800 mm are compressed to 1/3 of the thickness before compression, and then the pressure is released to 2/3. The recovered material is 50mm thick,
This figure shows the relationship between the density and spring constant of the unit flooring material b1 obtained by cutting it into pieces of 600 mm in width and 900 mm in length.

【表】 上層b2を構成する発泡プラスチツクとしては、
予備発泡したポリスチレン、スチレン・α−メチ
ルスチレン・アクリロニトリル共重合体、ABS
等のスチレン系樹脂粒子を型内に充填し、スチー
ム加熱して発泡、相互に融着させて得られた型物
発泡成型体が利用できる。このものの密度は15〜
40g/であるのが強度、断熱性の面で好まし
い。 本発明は、遮音性能を向上させるために、弾性
の大きい発泡プラスチツク製下層、つまり、静的
バネ定数が30×106N/m3以下の発泡プラスチツ
ク製下層と、従来用いられている半硬質の発泡プ
ラスチツク製上層を組み合わせた床下地材を用い
ることを特徴とする。前記両層の性質を示す静的
バネ定数と圧縮強さは、一方は柔らかさ、他方は
硬さと相反する性質を表すものであるので、静的
バネ定数が30×106N/m3であつて圧縮強さは0.8
〜3Kg/cm2の発泡体は得られないが、両者の関係
を表2に示す。
[Table] The foamed plastic that makes up the upper layer b2 is as follows:
Pre-foamed polystyrene, styrene/α-methylstyrene/acrylonitrile copolymer, ABS
A molded foamed product obtained by filling a mold with styrene-based resin particles such as styrene-based resin particles, foaming them by steam heating, and fusing them together can be used. The density of this thing is 15~
40g/ is preferable in terms of strength and heat insulation. In order to improve sound insulation performance, the present invention uses a foamed plastic lower layer with high elasticity, that is, a foamed plastic lower layer with a static spring constant of 30 × 10 6 N/m 3 or less, and a conventionally used semi-rigid lower layer. It is characterized by the use of a subfloor material in combination with a foamed plastic upper layer. The static spring constant and compressive strength that indicate the properties of both layers are contradictory properties, one being softness and the other hardness, so if the static spring constant is 30 × 10 6 N/m 3 Compressive strength is 0.8
Although a foam of ~3 Kg/cm 2 was not obtained, the relationship between the two is shown in Table 2.

〔実施例〕〔Example〕

半硬質の上層b2の発泡プラスチツクとして、圧
縮強さが1.2Kg/cm2、静的バネ定数が100×
106N/m3、嵩密度25g/の発泡ポリスチレン
成形体を、弾性の大きい下層b1の発泡プラスチツ
クとしては、下記の方法で得た、静的バネ定数が
10×106N/m3、圧縮強さが0.15Kg/cm2、嵩密度
15g/の発泡体を用いた。 また、棧木1としては断面が凸状であり、高さ
20mm、上辺40mm、下辺56mmの発泡ポリスチレン押
出成形品(密度0.5g/cm3、圧縮強度90Kg/cm2
を用い、接着剤としては、エポキシ系樹脂を用い
た。 弾性の大きい発泡体の製法 予備発泡ポリスチレン粒子を型内に充填し、こ
れをスチーム発泡成形して厚さ410mm、幅900mm、
長さ1000mmの発泡ポリスチレンブロツクとし、つ
いでこの発泡ポリスチレンブロツクを厚さ方向に
加圧して、その厚さの1/3に圧縮し、その後圧力
を開放して2/3まて回復させ、しかる後圧縮方向
に直交する面方向にスライスし、縦200mm、横350
mm、厚さ50mmの発泡体を4つ製造した。 実施例 1 縦595mm、横900mm、高さ40mmのあいじやくり構
造を有する半硬質の発泡ポリスチレン成形体b2
表面の2つの窪み部(側辺から窪み部の表面端部
までの距離 縦方向22.5mm、横方向205mm、窪み
の断面が凸状であり、高さ20mm、上辺40mm、下辺
56mm、長さ550mm)に裏面から長さ550mmの棧木を
エポキシ接着剤を用いて接着させ、次いで、裏面
の4つの窪み部(窪み部間の距離は縦方向97.5
mm、横方向100mm、窪みの大きさは縦200mm、横
350mm、深さ20mm)内に、弾性の大きい発泡体b1
をエポキシ樹脂接着剤を用いて接着させて、床下
地材Bを得た。(第2図A参照) この床下地材BをセメントモルタルMを用いて
コンクリート建築物の音源室(床面積X×Y=
2800mm×3670mm)のコンクリートスラブS上にセ
メントモルタルMを用いて固着し、ついで床仕上
材Fとして厚さ12mmの合板2枚を棧木1に釘打ち
して床構造を形成した。 得られた床構造について、JIS A−1418の重量
床衝撃発生器による方法に準じて床衝撃音のレベ
ル測定を、JIS A−1417に準じて空気伝播音のレ
ベル測定を行ない、その結果を表3に示す。 実施例 2 縦595mm、横900mm、高さ40mmの半硬質の発泡ポ
リスチレン成形体b2の表面の4つの窪み部(側辺
から窪み部の表面端部までの距離 縦方向22.5
mm、横方向205mm、窪みの断面が凸状であり、高
さ20mm、上辺40mm、下辺56mm、長さ200mm)に長
さ200mmの棧木を接着し、かつ、裏面に弾性の大
きい発泡体b1を側辺からの距離 縦方向48.75mm、
横方向50mmの位置に接着させた床下地材Bを(第
7図参照)を用いた他は実施例1と同様に行つ
た。その結果を表3に示す 実施例 3 縦595mm、横900mm、高さ40mmの半硬質の発泡ポ
リスチレン成形体b2の表面の横350mm、縦200mmの
十字状の4つの窪み部(側辺から窪み部の表面端
部までの距離 縦方向48.75mm、横方向50mm、窪
みの断面は凸状であり高さ20mm、上辺40mm、下辺
56mm)に窪みと同形状の棧木を接着し、裏面に弾
性の大きい発泡体b1を側辺から端部までの距離
縦方向48.75mm、横方向50mmの位置に接着させ、
かつこのパネルの中央部に幅50mm長さ250mmの十
字状の空所、及び各辺の中央部に幅50mm長さ150
mmの空所を設けた床下地材B(第9図参照)を用
いた他は実施例1と同様に行つた。その結果を表
3に示す。 実施例 4 実施例2で用いた床下地材Bの中央部に幅50
mm、長さ250mmの十字状の空所、及び各辺の中央
部に幅50mm、長さ150mmの空所を設けた床下地材
B(第11図参照)を用いた他は実施例1と同様
に行つた。その結果を表3に示す。 比較例 1 実施例1の床下地材の上面の棧木埋設用の窪み
部の深さを10mmとし、それに見合つた形状の棧木
を用いて桟木を下層の表面に迄到達させなかつた
以外は同様にした床下地材Bを用いた他は実施例
1と同様に行つた。その結果を表3に示す。 〔効果〕 表3より、本発明の床構造は裸床()、従来
の発泡プラスチツク製床下地材を用いた床構造
()よりも、空気伝播音、衝撃音のいずれに対
しても遮音効果が優れることが理解される。
As a semi-rigid upper layer b 2 foamed plastic, the compressive strength is 1.2Kg/cm 2 and the static spring constant is 100×
10 6 N/m 3 and a bulk density of 25 g/m are used as the foamed plastic of the lower layer b 1 with high elasticity, and the static spring constant is obtained by the following method.
10×10 6 N/m 3 , compressive strength 0.15Kg/cm 2 , bulk density
15g/foam was used. In addition, the cross section of the tree 1 is convex, and the height is
Expanded polystyrene extrusion molded product of 20mm, top side 40mm, bottom side 56mm (density 0.5g/cm 3 , compressive strength 90Kg/cm 2 )
was used, and an epoxy resin was used as the adhesive. Manufacturing method for highly elastic foam Fill a mold with pre-expanded polystyrene particles, steam foam mold the material, and create a foam with a thickness of 410 mm and a width of 900 mm.
A foamed polystyrene block with a length of 1000 mm is made, and then this foamed polystyrene block is compressed to 1/3 of its thickness by applying pressure in the thickness direction, and then the pressure is released to allow it to recover to 2/3 of its thickness. Slice in the plane direction perpendicular to the compression direction, 200 mm long and 350 mm wide.
Four foams with a thickness of 50 mm and a thickness of 50 mm were produced. Example 1 Two depressions on the surface of a semi-rigid foamed polystyrene molded body b2 having a joint structure measuring 595 mm in length, 900 mm in width, and 40 mm in height (distance from the side to the surface end of the depression) Direction 22.5mm, width direction 205mm, the cross section of the recess is convex, height 20mm, top side 40mm, bottom side
56mm, length 550mm) from the back side using epoxy adhesive, and then glue the four recesses on the back side (the distance between the recesses is 97.5mm in the vertical direction).
mm, horizontal direction 100 mm, dent size is vertical 200 mm, horizontal
350mm, depth 20mm), highly elastic foam b 1
were adhered using an epoxy resin adhesive to obtain flooring material B. (See Figure 2 A) This flooring material B is used in the sound source room of a concrete building (floor area X x Y =
It was fixed onto a concrete slab S measuring 2800 mm x 3670 mm using cement mortar M, and then two sheets of plywood with a thickness of 12 mm were nailed to the timber 1 as a floor finishing material F to form a floor structure. Regarding the obtained floor structure, the level of floor impact sound was measured according to the method using a heavy floor impact generator of JIS A-1418, and the level of airborne sound was measured according to JIS A-1417, and the results are shown. Shown in 3. Example 2 Four depressions on the surface of a semi-rigid expanded polystyrene molded body b2 measuring 595 mm in length, 900 mm in width, and 40 mm in height (distance from the side to the surface end of the depression: 22.5 in the vertical direction)
mm, 205 mm in the horizontal direction, the cross section of the recess is convex, the height is 20 mm, the upper side is 40 mm, the lower side is 56 mm, the length is 200 mm), a piece of wood with a length of 200 mm is glued, and the back side is made of highly elastic foam b Distance 1 from the side: 48.75mm in the vertical direction,
The same procedure as in Example 1 was carried out except that the flooring material B (see Fig. 7) was used, which was adhered at a position of 50 mm in the lateral direction. The results are shown in Table 3. Example 3 Four cross-shaped depressions (from the sides) of 350 mm in width and 200 mm in height were formed on the surface of a semi-rigid foamed polystyrene molded body b2 measuring 595 mm in length, 900 mm in width, and 40 mm in height. Distance to the surface edge of the part: 48.75 mm in the vertical direction, 50 mm in the horizontal direction, the cross section of the depression is convex, and the height is 20 mm, the top side is 40 mm, and the bottom side is
56mm), glue a piece of wood with the same shape as the recess, and cover the back side with highly elastic foam b 1 from the side to the end.
Glue at a position of 48.75mm in the vertical direction and 50mm in the horizontal direction,
There is a cross-shaped space in the center of this panel with a width of 50 mm and a length of 250 mm, and a cross-shaped space with a width of 50 mm and a length of 150 mm in the center of each side.
Example 1 was carried out in the same manner as in Example 1, except that flooring material B (see FIG. 9) having a void space of mm was used. The results are shown in Table 3. Example 4 A width of 50 mm was placed in the center of the subfloor material B used in Example 2.
Same as Example 1 except that subflooring material B (see Fig. 11) was used, which had a cross-shaped space of 250mm in length and 50mm in width and 150mm in length in the center of each side. I went in the same way. The results are shown in Table 3. Comparative Example 1 Except for Example 1, except that the depth of the recess for embedding the timbers on the top surface of the subflooring material was 10 mm, and the timbers of a shape corresponding to that were used so that the timbers did not reach the surface of the lower layer. The same procedure as in Example 1 was carried out except that the same flooring material B was used. The results are shown in Table 3. [Effects] From Table 3, the floor structure of the present invention has a better sound insulation effect against both airborne sound and impact sound than bare floors () and floor structures using conventional foamed plastic flooring materials (). It is understood that this is superior.

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

第1図は本発明の床構造の断面図、第2図Aは
床下地材の平面図、第2図Bは半硬質の発泡プラ
スチツク製上層の裏面図、第2図Cは棧木の斜視
図、第2図Dは弾性の大きい発泡プラスチツク製
下層の斜視図、第3図は、従来のコンクリート建
築物の洋室の床構造を示す断面図、第4図は第3
図の床構造を構成する床下地材を示し、同図イは
表側からみた平面図、同図ロは裏側からみた平面
図、同図ハは同図イの矢符E方向からみた側面
図、同図ニは同図イの矢符F方向からみた側面
図、第5図は第3図の床仕上材を除去した状態を
示す平面図、第6図は本発明の他の実施態様を示
すコンクリート床構造の断面図、第7,8,9,
10及び11図は本発明における床下地材の平面
図である。 S……コンクリートスラブ、M……接合材、B
……床下地材、b1……JIS A−6322に準拠して測
定した静的バネ定数が30×106N/m3以下の発泡
プラスチツク製下層、b2……JIS A−9511に準拠
して測定した圧縮強さが0.8〜3Kg/cm2の発泡プ
ラスチツク製上層、F……床仕上材、1……棧
木。
Fig. 1 is a sectional view of the floor structure of the present invention, Fig. 2A is a plan view of the subfloor material, Fig. 2B is a back view of the upper layer made of semi-rigid foamed plastic, and Fig. 2C is a perspective view of the wood. Figure 2D is a perspective view of the lower layer made of highly elastic foamed plastic, Figure 3 is a sectional view showing the floor structure of a Western-style room in a conventional concrete building, and Figure 4 is a perspective view of the lower layer made of highly elastic foamed plastic.
Showing the flooring materials that make up the floor structure in the figure, A is a plan view from the front side, B is a plan view from the back side, C is a side view from the direction of arrow E in A, Figure D is a side view seen from the direction of arrow F in Figure A, Figure 5 is a plan view with the floor covering material in Figure 3 removed, and Figure 6 shows another embodiment of the present invention. Cross-sectional view of concrete floor structure, No. 7, 8, 9,
Figures 10 and 11 are plan views of the flooring material of the present invention. S...Concrete slab, M...Joining material, B
...Floor base material, b 1 ... Foamed plastic lower layer with a static spring constant of 30 x 10 6 N/m 3 or less measured in accordance with JIS A-6322, b 2 ... Compliant with JIS A-9511 upper layer made of foamed plastic with a compressive strength of 0.8 to 3 Kg/cm 2 as measured by F...Floor finishing material, 1... Sand wood.

【表】【table】

【表】【table】

Claims (1)

【特許請求の範囲】 1 コンクリートスラブと、そのスラブの上に発
泡プラスチツク製の床下地材を接合材を用いて固
着し、その床下地材の上に床仕上材を張設した構
造のコンクリート建築物の床構造に於て、前記床
下地材はJIS A−6322に準拠して測定した静的バ
ネ定数が30×106N/m3以下である発泡プラスチ
ツク製下層と、棧木を備えたJIS A−9511に準拠
して測定した圧縮強さが0.8〜3Kg/cm2の発泡プ
ラスチツク製上層との積層構造物であつて、前記
棧木は上層の表面より下層の表面に迄到達してい
ることを特徴とするコンクリート建築物の床構
造。 2 床下地材は、1つの上層と複数に分割された
下層とからなり、棧木が上層に複数設けられてお
り、かつ、各棧木は1つ又は複数の下層と接して
おり、隣接する下層は互いに離れていることを特
徴とする特許請求の範囲第1項記載の床構造。 3 床下地材における棧木の上層の表面に位置す
る面積は、下層に接する面積よりも小さいことを
特徴とする特許請求の範囲第1項記載の床構造。 4 床下地材の上層の発泡プラスチツクが、発泡
ポリスチレン成型体であり、下層の発泡プラスチ
ツクが、発泡ポリスチレン成型体を圧縮後、圧縮
率の1/2〜4/5まで形状を回復させ、然る後圧縮方
向に直交する面方向にスライスして得たものであ
ることを特徴とする特許請求の範囲第1項記載の
床構造。 5 床下地材の下層の肉厚は、上層の肉厚の20〜
500%を占めることを特徴とする特許請求の範囲
第1項記載の床構造。 6 床下地材の下層の肉厚が10〜100mmであるこ
とを特徴とする特許請求の範囲第1項記載の床構
造。 7 床仕上材が肉厚20mm以上のラワン合板である
ことを特徴とする特許請求の範囲第1項記載の床
構造。
[Scope of Claims] 1. A concrete building with a structure in which a concrete slab, a foamed plastic flooring material is fixed to the slab using a bonding material, and a floor finishing material is stretched over the flooring material. In the floor structure of an object, the flooring material is provided with a foamed plastic lower layer having a static spring constant of 30 x 10 6 N/m 3 or less as measured in accordance with JIS A-6322, and a timber. It is a laminated structure with a foamed plastic upper layer having a compressive strength of 0.8 to 3 Kg/cm 2 as measured in accordance with JIS A-9511, and the laminate reaches from the surface of the upper layer to the surface of the lower layer. A floor structure of a concrete building characterized by 2. The flooring material consists of one upper layer and a lower layer divided into multiple parts, and a plurality of slats are provided in the upper layer, and each slat is in contact with one or more lower layers, and the adjacent slats are A floor structure according to claim 1, characterized in that the lower layers are spaced apart from each other. 3. The floor structure according to claim 1, wherein the area located on the surface of the upper layer of Japanese timber in the flooring material is smaller than the area in contact with the lower layer. 4 The foamed plastic in the upper layer of the flooring material is a foamed polystyrene molded product, and the foamed plastic in the lower layer recovers its shape to 1/2 to 4/5 of the compression rate after compressing the foamed polystyrene molded product. The floor structure according to claim 1, wherein the floor structure is obtained by slicing in a plane direction perpendicular to the post-compression direction. 5 The thickness of the lower layer of the flooring material is 20 to 20 times the thickness of the upper layer.
The floor structure according to claim 1, characterized in that it occupies 500%. 6. The floor structure according to claim 1, wherein the thickness of the lower layer of the flooring material is 10 to 100 mm. 7. The floor structure according to claim 1, wherein the floor finishing material is lauan plywood with a wall thickness of 20 mm or more.
JP8778087A 1987-04-09 1987-04-09 Floor structure of concrete buildings Granted JPS63251569A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8778087A JPS63251569A (en) 1987-04-09 1987-04-09 Floor structure of concrete buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8778087A JPS63251569A (en) 1987-04-09 1987-04-09 Floor structure of concrete buildings

Publications (2)

Publication Number Publication Date
JPS63251569A JPS63251569A (en) 1988-10-19
JPH0546417B2 true JPH0546417B2 (en) 1993-07-13

Family

ID=13924494

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8778087A Granted JPS63251569A (en) 1987-04-09 1987-04-09 Floor structure of concrete buildings

Country Status (1)

Country Link
JP (1) JPS63251569A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2719550B2 (en) * 1988-07-29 1998-02-25 油化三昌株式会社 Concrete building floor structure
JP2011084983A (en) * 2009-10-19 2011-04-28 Yuka Sansho Kenzai Kk Structure of floor backing

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0453387Y2 (en) * 1986-09-30 1992-12-15

Also Published As

Publication number Publication date
JPS63251569A (en) 1988-10-19

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