JPH0425481Y2 - - Google Patents
Info
- Publication number
- JPH0425481Y2 JPH0425481Y2 JP14978186U JP14978186U JPH0425481Y2 JP H0425481 Y2 JPH0425481 Y2 JP H0425481Y2 JP 14978186 U JP14978186 U JP 14978186U JP 14978186 U JP14978186 U JP 14978186U JP H0425481 Y2 JPH0425481 Y2 JP H0425481Y2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- floor structure
- wall thickness
- slits
- sound insulation
- 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
Links
- 239000000463 material Substances 0.000 claims description 64
- 238000009408 flooring Methods 0.000 claims description 21
- 239000004033 plastic Substances 0.000 claims description 10
- 229920003023 plastic Polymers 0.000 claims description 10
- 239000011120 plywood Substances 0.000 claims description 8
- 238000009413 insulation Methods 0.000 description 24
- 230000000694 effects Effects 0.000 description 10
- 239000000853 adhesive Substances 0.000 description 8
- 230000001070 adhesive effect Effects 0.000 description 8
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 229920006248 expandable polystyrene Polymers 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 229920000092 linear low density polyethylene Polymers 0.000 description 1
- 239000004707 linear low-density polyethylene Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- -1 polypropylene, propylene-ethylene copolymer Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001902 propagating effect Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案はコンクリート建築物において、衝撃音
および空気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
いて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、最初接着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、さらにそ
の頂部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、例えば厚さ50mm、幅600mm、長さ900
mmの単位板であつて、表側には450mm間隔で床仕
上材張設用の桟木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
体)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 A1417−1974(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1に示す。
表1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
〔〕は裸床〔〕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、比較のためにあげた床構造〔〕のD値は
50と良好でありるが、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〕
本考案においては、床下地材である発泡体に多
数の斜めのスリツトを設けて床下地材のバネ定数
特性を変えることにより床構造の衝撃音、空気伝
播音の遮音効果を向上させたものである。
すなわち、本考案は、コンクリートスラブS
と、そのスラブの上に接合材M1を用いて発泡プ
ラスチツク製床下地材Bを固着し、その床下地材
Bの上に床仕上材Fを張設したコンクリート建築
物の床構造において、前記床下地材は嵩密度が15
〜40g/、肉厚t25〜150mmの発泡プラスチツク
体であつて、上下両面に溝幅lが1〜5mm、深さ
dが肉厚の1/3〜4/5に到る多数のスリツト4が肉
厚の50〜200%の間隔wで各々平行に設けてあり、
かつ、このスリツト4は主平面に対し、30〜75度
の角度αで設けられ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供するものである。
以下、図面を用いて本考案を説明する。第1図
において、Sはコンクリートスラブ、M1はモル
タル、液状樹脂接着剤等の接合材、Bは発泡体製
床下地材、1は桟木、Fは肉厚12mmのベニア合板
を2枚重ね合せた床仕上材であり、床仕上材Fは
釘3により桟木に釘打ちされている。
ここにいう接合材M1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。
床下地材Bの大きさは縦400〜1000mm、横400〜
1000mm、高さ25〜150mmのブロツク状のものまた
はあいじやくり可能なもので、洋間用にはその上
面には桟木1が埋めこまれている。大きさは、上
記した範囲で適宜決められるが実用化されている
床の高さを考慮すると、特に肉厚150mmを超える
ものは実用化に供し得ず、逆に25mm未満では、遮
音性能の充分な向上が得られない。
床下地材の発泡プラスチツクとしては、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、ポリ
スチレン、スチレン・ポリエチレン共重合体等の
嵩密度が15〜40g/の発泡成形体が用いられ
る。嵩密度が15g/より小さいと、成形体が柔
らかくなりすぎるため、成形体に歪みが生じやす
く、逆に40g/を超えると、かえつて成形体が
重くなつてしまう。
この発泡プラスチツク製床下地材Bには主平面
に対し斜め〔角度(α)30〜75度〕のスリツトが
上下両面に設けられており、このスリツト(空気
層)の存在故に空気伝播音の遮音効果が向上す
る。
これは、スリツトを有しない床下地材の固有振
動数は、人の音や耳障わりな物音が有する振動数
250〜1000Hzと同程度であり、共鳴現象を起こし
て上階の音が下階まで伝播してしまうが、スリツ
トを設けることにより床下地材のバネ定数が変わ
り、その固有振動数が低周波帯域に移るため、人
の声や耳障わりな物音と共鳴することがなくなり
ひいては遮音効果が向上するものと考えられる。
また、空気伝播音ばかりでなく床衝撃音に対し
ても、衝撃時にスリツト部分での小さな変形が緩
衝作用として働くため、遮音効果が向上する。
該スリツトの設けられる角度が、主平面に対し
て、30度未満であると床下地材の強度が弱くなつ
てしまい、75度を超えると、荷重がかかつた際に
重さ方向の変形が小さくなるため、遮音効果が小
さくなつてしまう。特に45度が加工性、騒音防止
効果の面で最適である。
床下地材中の空気層の占める容積が多い程空気
伝播音の遮音効果に優れるが、床下地材の強度は
逆に低下してしまうので、スリツトの深さ、幅、
間隔のバランスをとる必要がある。
スリツトの深さが、肉厚の1/3未満では遮音効
果が小さく、4/5を超えると床下地材が弱くなり
すぎるため割れが発生し、歩行不可能となつてし
まう。スリツトの幅は、1mm未満では遮音効果が
小さく、5mmを超えると該床構造に家具等を設置
した際に床に歪みが生じ、実用に供さないものと
なる。スリツトの間隔は、肉厚の50%未満では床
下地材に多数のスリツトが存在することとなり、
強度的に弱くなりすぎるため割れが発生し、歩行
不可能となり、肉厚の20%を超えるとスリツトの
数が少なくなり、充分な遮音効果が得られない。
床仕上材Fとしては洋間用には厚さ12mmの合板
2枚を用い、これを桟木1に釘打ちした。日本間
用には合板1枚を係止した後、その上に畳を張設
する。
床仕上材Fとしては、肉厚20mm以上が好まし
く、前記合板の他にラワン合板パーチクルボー
ド、木質系フローリング材もしくはこれらを重ね
貼りしたものが用いられる。
〔実施例〕
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(厚さ
150mm)に、第1図に示す床構造を設けた。
すなわち、まず現場打ちコンクリートスラブ上
にセメントモルタル接着剤を用いて嵩密度が25
g/、縦900mm、横595mm、厚み50mmの発泡ポリ
スチレン成形体を固着した。
この発泡成形体の上下両面には45度の角度で深
さ30mm、溝幅2mm、間隔40mmの割合でスリツトが
平行に設けられたものである。
その後、床仕上材Fとして厚さ12mmの合板2枚
を桟木1に釘打ちして上記第1図の床構造を形成
した。
得られた床構造について、JIS A−1417とJIS
A−1418の遮音効果を測定した。
結果を表1に示す。
表1より、本考案の床構造は、従来の床構造
〔〕における、軽量衝撃音に対する遮音性能不
足を満足できるものとし、さらに、重量衝撃音に
対する裸床〔〕からの遮音性能の低下を解消す
るのみならず、特に中心周波数250Hzおよび500Hz
での室間音圧レベル差の低下をも解消して遮音等
級D値を裸床〔〕並としており、衝撃音および
空気伝播音の遮音効果が裸床〔〕および従来の
床構造〔〕より優れることが理解される。
【表】[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a floor structure for concrete buildings that is excellent in blocking impact noise and air-borne noise. [Conventional technology] The floor structure of conventional concrete buildings is as follows:
For example, there are those shown in FIGS. 3 to 5. Figure 3 shows the floor structure of a Western-style room, Figure 4 shows the shape of the subfloor material in Figure 3, and Figure 5 shows the adhesion of the bonding material applied to the concrete slab with the subfloor material in Figure 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 bonding material M usually consists of mortar balls m and an adhesive, and is applied by first applying the adhesive to a concrete slab, placing the mortar balls m on top of it, and then applying the adhesive to the top. The floor base material B is made by laying unit base materials B as shown in FIG. 4 in a jointed manner. For example, this unit base material b has a thickness of 50 mm, a width of 600 mm, and a length of 900 mm.
It is a unit plate of mm, and on the front side, crosspieces 1 for installing floor finishing materials are embedded at 450 mm intervals, and on the back side, piping grooves 2 for piping are provided vertically and horizontally. Floor finishing material F
Generally, the floorboards are made of wood and are 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 bare concrete slab 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 A1417-1974 (sound source room: height 2800mm x width
Table 1 shows the sound insulation performance measured in accordance with JIS A-1418-1974. As can be understood from the measurement results in Table 1, the floor structure [] using conventional foamed plastic flooring material lowers the sound pressure level difference between rooms at a center frequency of 500Hz compared to the bare floor []. Sound insulation class D
It is deteriorating the 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 [] listed 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 to solve the problem] In the present invention, a large number of diagonal slits are provided in the foam material that is the flooring material to change the spring constant characteristics of the flooring material, thereby reducing impact noise and air propagation in the floor structure. This improves the sound insulation effect. That is, the present invention is a concrete slab S
In the floor structure of a concrete building, a foamed plastic flooring material B is fixed on the slab using a bonding material M1 , and a floor finishing material F is stretched over the flooring material B. The bulk density of the flooring material is 15
It is a foamed plastic body with a wall thickness of 25 to 150 mm and a thickness of 25 to 150 mm, with a large number of slits 4 on both the top and bottom sides, each with a groove width l of 1 to 5 mm and a depth d of 1/3 to 4/5 of the wall thickness. They are installed in parallel with each other at intervals of 50 to 200% of the wall thickness.
Moreover, this slit 4 is provided at an angle α of 30 to 75 degrees with respect to the main plane of the floor structure of a concrete building. The present invention will be explained below with reference to the drawings. In Figure 1, S is a concrete slab, M 1 is a bonding material such as mortar or liquid resin adhesive, B is a foam flooring material, 1 is a crosspiece, and F is two 12 mm thick veneer plywood stacked together. The floor finishing material F is nailed to the crosspiece with nails 3. The bonding material M1 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 Use an adhesive mixed with an ethylene/vinyl acetate copolymer dispersion. The size of the flooring material B is 400 to 1000 mm in length and 400 mm in width.
It is a block-shaped piece of 1000 mm and a height of 25 to 150 mm, or a piece that can be adjusted. For Western-style rooms, a crosspiece 1 is embedded in the top surface. The size can be determined as appropriate within the above range, but considering the height of the floor in practical use, a wall thickness of over 150 mm cannot be put to practical use, and on the other hand, a wall thickness of less than 25 mm may not provide sufficient sound insulation performance. No significant improvement can be obtained. Foamed plastics for flooring materials include high-density polyethylene, linear low-density polyethylene, polypropylene, propylene-ethylene copolymer, polystyrene, styrene-polyethylene copolymer, etc. with a bulk density of 15 to 40 g/mold. used. If the bulk density is less than 15g/, the molded product becomes too soft and is likely to be distorted, while if it exceeds 40g//, the molded product will become heavier. This foamed plastic flooring material B has slits on both the top and bottom sides that are diagonal [angle (α) 30 to 75 degrees] with respect to the main plane, and due to the presence of these slits (air layers), air-borne sound insulation is achieved. Improves effectiveness. This means that the natural frequency of a flooring material that does not have slits is the frequency that the sound of people or other harsh noises has.
It is about the same as 250 to 1000 Hz, causing a resonance phenomenon and the sound from the upper floor propagating to the lower floor.However, by providing the slits, the spring constant of the subfloor material changes, and its natural frequency becomes lower in the low frequency band. It is thought that this will eliminate resonance with human voices and harsh noises, thereby improving the sound insulation effect. Furthermore, the small deformation of the slit portion at the time of impact acts as a buffer against not only airborne sound but also floor impact noise, improving the sound insulation effect. If the angle at which the slit is provided is less than 30 degrees with respect to the main plane, the strength of the subfloor material will be weakened, and if it exceeds 75 degrees, deformation in the weight direction will occur when a load is applied. As it becomes smaller, the sound insulation effect becomes smaller. In particular, 45 degrees is optimal in terms of workability and noise prevention effect. The greater the volume occupied by the air layer in the subflooring material, the better the sound insulation effect against airborne sound, but the strength of the subflooring material decreases, so the depth, width of the slits,
You need to balance the spacing. If the depth of the slit is less than 1/3 of the wall thickness, the sound insulation effect will be small, and if it exceeds 4/5, the subfloor material will become too weak and cracks will occur, making it impossible to walk on. If the width of the slit is less than 1 mm, the sound insulation effect will be small, and if it exceeds 5 mm, the floor will be distorted when furniture or the like is installed on the floor structure, making it impractical. If the spacing between the slits is less than 50% of the wall thickness, there will be many slits in the flooring material.
If the strength is too weak, it will crack and become impossible to walk on, and if it exceeds 20% of the wall thickness, the number of slits will decrease, making it impossible to obtain a sufficient sound insulation effect. As the floor finishing material F, two sheets of plywood with a thickness of 12 mm were used for Western-style rooms, and these were nailed to the crosspiece 1. For the Japanese room, a piece of plywood is secured and then tatami mats are placed on top of it. The floor finishing material F preferably has a wall thickness of 20 mm or more, and in addition to the above-mentioned plywood, lauan plywood particle board, wood-based flooring material, or a combination of these can be used. [Example] Sound source room of a concrete building (floor area X x Y =
2800mm x 3670mm) concrete slab S (thickness
150mm), the floor structure shown in Figure 1 was installed. That is, first, a cement mortar adhesive is used on a cast-in-place concrete slab to achieve a bulk density of 25.
A foamed polystyrene molded body having a length of 900 mm, a width of 595 mm, and a thickness of 50 mm was fixed. Slits were provided in parallel at an angle of 45 degrees on both the upper and lower surfaces of this foam molded product, with a depth of 30 mm, a groove width of 2 mm, and an interval of 40 mm. Thereafter, two sheets of plywood with a thickness of 12 mm were nailed to the crosspieces 1 as floor finishing material F to form the floor structure shown in FIG. 1 above. Regarding the obtained floor structure, JIS A-1417 and JIS
The sound insulation effect of A-1418 was measured. The results are shown in Table 1. From Table 1, the floor structure of the present invention satisfies the lack of sound insulation performance against lightweight impact noise in the conventional floor structure [], and also eliminates the deterioration in sound insulation performance from bare floors against heavy impact noise. Not only center frequency 250Hz and 500Hz
This eliminates the drop in the sound pressure level difference between rooms and makes the sound insulation class D value comparable to that of bare floors. It is understood that it is excellent. 【table】
第1図は本考案の床構造の断面図、第2図は床
下地材の部分斜視図、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
を示す平面図である。
S……コンクリートスラブ、M1……接合材、
B……床下地材、F……床仕上材、1……桟木、
4……スリツト。
Fig. 1 is a sectional view of the floor structure of the present invention, Fig. 2 is a partial perspective view of the subfloor material, Fig. 3 is a sectional view showing the floor structure of a conventional Western-style room in a concrete building, and Fig. 4 is a sectional view of the floor structure of a Western-style room in a conventional concrete building. Figure 3 shows the flooring material that makes up the floor structure, where A is a plan view from the front side, B is a plan view from the back side, and C is a side view from the direction of arrow E in A. , D is a side view seen from the direction of arrow F in A of the same figure, and FIG. 5 is a plan view showing a state in which the floor finishing material of FIG. 3 has been removed. S...Concrete slab, M1 ...Joining material,
B...Floor base material, F...Floor finishing material, 1...Slab,
4...Slit.
Claims (1)
合材を用いて発泡プラスチツク製床下地材を固
着し、その床下地材の上に床仕上材を張設した
コンクリート建築物の床構造において、前記床
下地材は嵩密度が15〜40g/、肉厚25〜150
mmの発泡プラスチツク体であつて、その上下両
面に溝幅が1〜5mm、深さが肉厚の1/3〜4/5に
到る多数のスリツトが肉厚の50〜200%の間隔
で各々平行に設けてあり、かつ、このスリツト
は主平面に対し、30〜75度の角度で設けられて
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
ことを特徴とする実用新案登録請求の範囲第1
項記載の床構造。[Scope of claim for utility model registration] (1) Concrete consisting of a concrete slab, a foamed plastic flooring material fixed to the slab using a bonding material, and a floor finishing material stretched over the flooring material. In the floor structure of a building, the flooring material has a bulk density of 15 to 40 g/, and a wall thickness of 25 to 150 g/m.
It is a foamed plastic body with a width of 1 to 5 mm on both the top and bottom sides, and a large number of slits with a depth of 1/3 to 4/5 of the wall thickness at intervals of 50 to 200% of the wall thickness. A floor structure for a concrete building, characterized in that the slits are provided parallel to each other, and the slits are provided at an angle of 30 to 75 degrees with respect to the main plane. (2) Claim 1 for utility model registration, characterized in that the floor finishing material is lauan plywood with a wall thickness of 20 mm or more
Floor structure as described in section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14978186U JPH0425481Y2 (en) | 1986-09-30 | 1986-09-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14978186U JPH0425481Y2 (en) | 1986-09-30 | 1986-09-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6354728U JPS6354728U (en) | 1988-04-12 |
| JPH0425481Y2 true JPH0425481Y2 (en) | 1992-06-18 |
Family
ID=31065318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14978186U Expired JPH0425481Y2 (en) | 1986-09-30 | 1986-09-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0425481Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000257249A (en) * | 1999-03-10 | 2000-09-19 | Sekisui Plastics Co Ltd | Concrete building floor structure |
-
1986
- 1986-09-30 JP JP14978186U patent/JPH0425481Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6354728U (en) | 1988-04-12 |
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