JP2006265947A - Floor structure - Google Patents

Floor structure Download PDF

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Publication number
JP2006265947A
JP2006265947A JP2005086061A JP2005086061A JP2006265947A JP 2006265947 A JP2006265947 A JP 2006265947A JP 2005086061 A JP2005086061 A JP 2005086061A JP 2005086061 A JP2005086061 A JP 2005086061A JP 2006265947 A JP2006265947 A JP 2006265947A
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Prior art keywords
floor
floor structure
base material
structure according
floor base
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Inventor
Masaru Kagitani
勝 鍵谷
Osamu Suzuki
修 鈴木
Nobuyuki Miyamoto
伸之 宮本
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Yuka Sansho Kenzai KK
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Yuka Sansho Kenzai KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a floor structure with a good lightweight floor impact sound cut-off efficiency. <P>SOLUTION: The floor structure 1 is so constituted that floor substrate materials 5 consisting of a thermoplastic foaming resin are closely spread all over the upper surface of a concrete slab 3 through a large number of unevenness adjusting materials 4, a finishing material 7 is installed on the floor substrate materials 5 through a damping face plate 6 and that the lower part side of each floor substrate material 5 is formed of the elastic closed cell thermoplastic foaming resin. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は床構造に関するものである。   The present invention relates to a floor structure.

従来の集合住宅の各住戸における床構造23としては、図6に示すように、コンクリートスラブ24の上にモルタルなどの不陸調整材25を介して発泡プラスチック製の床下地材26が敷き詰められ、この床下地材26の上に仕上材27が設置されて構成されている。またその他の床構造としては、例えば特開平10−331401号公報の発明が知られている。
特開平10−331401号公報
As a floor structure 23 in each dwelling unit of a conventional apartment house, as shown in FIG. 6, a floor base material 26 made of foamed plastic is spread on a concrete slab 24 through a non-uniform adjustment material 25 such as mortar, A finishing material 27 is installed on the floor base material 26. As another floor structure, for example, the invention of Japanese Patent Laid-Open No. 10-331401 is known.
Japanese Patent Laid-Open No. 10-331401

しかし、上記のような床構造は断熱性、歩行の快適さ、安全性および温かさなどに優れているが、軽量床衝撃音の遮音性能が不十分であるという問題があった。   However, the floor structure as described above is excellent in heat insulation, walking comfort, safety, warmth and the like, but there is a problem that the sound insulation performance of lightweight floor impact sound is insufficient.

本願発明は上記のような問題に鑑みてなされたものであり、その目的は、軽量床衝撃音遮断性能の良い床構造を提供することである。   The present invention has been made in view of the above problems, and an object thereof is to provide a floor structure having a light weight floor impact sound blocking performance.

本願発明の床構造は、コンクリートスラブの上面に多数の不陸調整材を介して熱可塑性発泡樹脂からなる床下地材が密接状に敷き詰められ、該床下地材の上に制振面材を介して仕上材が設置され、床下地材の下部側がエラスティックな独立気泡の熱可塑性発泡樹脂からなることを特徴とする。また制振面材は面密度が9kg/m以上であることを含む。
また床下地材の下部には空隙部または中空部が形成されていることを含む。また不陸調整材はコンクリートスラブの上面に増打層を介して設置されたことを含む。また不陸調整材は下部が増打層に埋没したことを含む。また不陸調整材は団子状または長尺状であることを含む。また制振面材は捨張材を介して床下地材に設置されたことを含む。また端部における床下地材は壁面より離れた際根太に当接され、幅木の下面にはヒレが設置されていることを含むものである。
In the floor structure of the present invention, a floor base material made of a thermoplastic foam resin is closely laid on the upper surface of a concrete slab via a number of uneven surface adjusters, and a damping surface material is interposed on the floor base material. The finishing material is installed, and the lower side of the floor base material is made of an elastic closed-cell thermoplastic foamed resin. The vibration damping surface material includes that the surface density is 9 kg / m 2 or more.
Moreover, it includes that the space | gap part or the hollow part is formed in the lower part of a floor base material. In addition, it includes that the unevenness adjusting material is installed on the upper surface of the concrete slab via a striking layer. Moreover, the unevenness adjusting material includes that the lower part is buried in the striking layer. Further, the unevenness adjusting material includes a dumpling shape or a long shape. In addition, the vibration damping surface material includes being installed on the floor base material via a scraping material. In addition, the floor base material at the end portion comes into contact with the joist when it is separated from the wall surface, and includes a fin installed on the lower surface of the base plate.

軽量床衝撃音の振動エネルギーを制振面材で吸収して、コンクリートスラブに伝えないため遮音性能を良くすることができる。また多数の不陸調整材を介して密接状に敷き詰められた床下地材を設置したことにより、重量床衝撃音の振動エネルギーを効果的に吸収することができる。また下地材の下部に中空部が形成されたことにより、この中空部で軽量床衝撃音の振動エネルギーを吸収することができる。また床下地材の下部が扁平に変形した不陸調整材で密実になったので、後施工の間仕切壁で区切られた隣室同士の物音を完全に遮断することができる。また不陸調整材の下に設けた増打層によりスラブ厚が大きくなったため、重量床衝撃音および軽量床衝撃音の振動エネルギーを効果的に吸収することができるとともに、いわゆる太鼓現象という、共振現象を防ぐこともできる。また不陸調整材の下部が増打層に埋没したことにより、コンクリートスラブとの一体化が容易になるとともに、不陸調整も簡単にできる。また流動性を有する増打層と不陸調整材とを介して床下地材を設置したことにより、レベル調整を簡単かつ精度良く行うことができる。   Since the vibration energy of the lightweight floor impact sound is absorbed by the damping surface material and not transmitted to the concrete slab, the sound insulation performance can be improved. In addition, by installing the floor base material that is closely packed through a number of unevenness adjusting materials, it is possible to effectively absorb the vibration energy of heavy floor impact sound. Further, since the hollow portion is formed in the lower part of the base material, the vibration energy of the lightweight floor impact sound can be absorbed by the hollow portion. In addition, since the lower part of the floor base material is made solid by the non-land surface adjusting material deformed flat, it is possible to completely block the noises of the adjacent rooms separated by the partition wall in the post-construction. In addition, because the slab thickness is increased by the additional striking layer provided under the non-land surface adjusting material, the vibration energy of the heavy floor impact sound and the light floor impact sound can be absorbed effectively, and the so-called drum phenomenon is called resonance. The phenomenon can also be prevented. Further, since the lower part of the unevenness adjusting material is buried in the striking layer, the integration with the concrete slab is facilitated and the unevenness adjustment can be easily performed. Moreover, the level adjustment can be easily and accurately performed by installing the floor base material via the additional striking layer having fluidity and the unevenness adjusting material.

以下、本願発明の床構造の実施の形態を図面により説明するが、各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。   Hereinafter, embodiments of the floor structure of the present invention will be described with reference to the drawings. In each embodiment, the same components are described with the same reference numerals, and only different components are described with different reference numerals.

図1は、第1の実施の形態の床構造1である。この床構造1は、集合住宅の各住戸(一
住戸)2におけるものであり、コンクリートスラブ3の上面に設置された不陸調整材4の
上に床下地材5が密接して敷き詰められ、該床下地材5の上面に制振面材6を介して捨張り材19および仕上材7が設置されて構成されている。また仕上材7の端部は壁面8に設置されたヒレ付き幅木9で覆われるとともに、床下地材5の端部は壁面8の際根太10に当接されている。
FIG. 1 shows a floor structure 1 according to a first embodiment. This floor structure 1 is in each dwelling unit (one dwelling unit) 2 of an apartment house, and a floor base material 5 is closely laid on an uneven surface adjusting material 4 installed on the upper surface of a concrete slab 3, A flooring material 5 and a finishing material 7 are installed on the upper surface of the floor base material 5 via a damping surface material 6. Further, the end portion of the finishing material 7 is covered with a fin base plate 9 installed on the wall surface 8, and the end portion of the floor base material 5 is in contact with the joist 10 at the wall surface 8.

この床下地材5は熱可塑性発泡樹脂複合体であり、ポリスチレン系樹脂やポリオレフィ
ン系樹脂、ウレタン樹脂などの発泡樹脂からなる上部材11と、エラスティックな独立気泡の熱可塑性発泡樹脂からなる下部材12とから構成されている。この熱可塑性発泡樹脂としては、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などからなる密度が8〜40g/lの発泡形成体が使用される。また上部材11の上面には硬質熱可塑性発泡樹脂の桟木13が埋設され、これに仕上材7が釘打ちされている。
The floor base material 5 is a thermoplastic foamed resin composite, and includes an upper member 11 made of a foamed resin such as a polystyrene resin, a polyolefin resin, or a urethane resin, and a lower member made of an elastic closed-cell thermoplastic foamed resin. 12. As this thermoplastic foamed resin, a foamed molded product having a density of 8 to 40 g / l made of high density polyethylene, linear low density polyethylene, polypropylene, propylene / ethylene copolymer, styrene / polyethylene copolymer, etc. is used. The Further, a pier 13 made of hard thermoplastic foam resin is embedded in the upper surface of the upper member 11, and the finishing material 7 is nailed therein.

また不陸調整材4はモルタルであり、適宜間隔ごとに多数設置された団子状のものが床
下地材5で扁平に押し潰されて、コンクリートスラブ3との間を密実にしている。
Further, the unevenness adjusting material 4 is a mortar, and a large number of dumplings installed at appropriate intervals are flattened by the floor base material 5 to make the space between the concrete slabs 3 dense.

また制振面材6は面密度が9kg/m以上のアスファルトシートやゴムシートなどの他、振動を吸収する吸収材が使用される。 In addition, as the damping surface material 6, an absorbing material that absorbs vibration is used in addition to an asphalt sheet or a rubber sheet having a surface density of 9 kg / m 2 or more.

また図2は第2の実施の形態の床構造14であり、上記の第1の実施の形態の床構造1における床下地材5の下部に空隙部15および中空部16を設けたものである。また同図の(2)における中空部16は上記空隙部15を底板17で塞いで形成したものであり、また同図の(3)は格子状の空隙部15を底板17で塞いで多数の中空部16を形成したものであり、また同図の(4)は床下地材5が壁面より離れた際根太10に当接されたものであり、これ以外は上記の第1の実施の形態の床構造1における床下地材5と同じ構成である。   FIG. 2 shows the floor structure 14 of the second embodiment, in which a gap portion 15 and a hollow portion 16 are provided below the floor base material 5 in the floor structure 1 of the first embodiment. . Further, the hollow portion 16 in (2) of the figure is formed by closing the gap portion 15 with the bottom plate 17, and (3) in the same figure is closed by closing the lattice-like gap portion 15 with the bottom plate 17. The hollow portion 16 is formed, and (4) in the figure is the one in contact with the joist 10 when the floor base material 5 is separated from the wall surface. Otherwise, the first embodiment described above. This is the same configuration as the floor base material 5 in the floor structure 1 of FIG.

この底板17はエラスティックな独立気泡の熱可塑性発泡樹脂からなり、この熱可塑性発泡樹脂としては、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などからなる密度が8〜20g/lの発泡形成体が使用される。   The bottom plate 17 is made of an elastic closed-cell thermoplastic foam resin. Examples of the thermoplastic foam resin include high-density polyethylene, linear low-density polyethylene, polypropylene, propylene / ethylene copolymer, and styrene / polyethylene copolymer. A foamed product having a density of 8 to 20 g / l is used.

このような空隙部15または中空部16は、制振面材6とともに軽量床衝撃音の振動エネルギーを吸収するので床の遮音性を高める。   Such a gap portion 15 or hollow portion 16 absorbs the vibration energy of the lightweight floor impact sound together with the vibration damping surface member 6, so that the sound insulation of the floor is enhanced.

また図3は第3の実施の形態の床構造18である。この床構造18は第1の実施の形態の床構造18における床下地材5と制振面材6との間にパーティクルボードなどの捨張材19を設けたものであり、これ以外は上記の第1の実施の形態の床構造1と同じ構成である。このように仕上材7の下に捨張材19を設けると、間仕切壁を支える下地を強化できるとともに、仕上材7を張る前に、床下地材5を内装工事の足場として使用することができるため、作業の効率化を図ることができる。   FIG. 3 shows a floor structure 18 according to the third embodiment. This floor structure 18 is provided with a scraping material 19 such as a particle board between the floor base material 5 and the vibration damping surface material 6 in the floor structure 18 of the first embodiment. It is the same structure as the floor structure 1 of 1st Embodiment. When the disposing material 19 is provided under the finishing material 7 as described above, the base material that supports the partition wall can be strengthened, and the floor base material 5 can be used as a scaffold for interior work before the finishing material 7 is applied. Therefore, work efficiency can be improved.

また図4は第4の実施の形態の床構造20である。この床構造20は、コンクリート
スラブ3の上面に、モルタルなどで適宜厚さの増打層21が形成され、この上に不陸調整
材4が設置されたものであり、これ以外は上記の第1の実施の形態の床構造1と同じ構成
である。
FIG. 4 shows a floor structure 20 according to the fourth embodiment. The floor structure 20 is obtained by forming a striking layer 21 having an appropriate thickness on the upper surface of the concrete slab 3 with mortar or the like, and installing the unevenness adjusting material 4 thereon. It is the same structure as the floor structure 1 of 1 embodiment.

また同図の(2)に示すように、増打層21に扁平な不陸調整材4の下部が埋没されて一体となり、この埋没によってレベル調整および不陸調整が行われている。このように増打層21と不陸調整材4とが一体となってスラブ厚を形成することにより、重量床衝撃音および軽量床衝撃音の影響を少なくすることができる。   Moreover, as shown in (2) of the same figure, the lower layer of the flat unevenness adjusting material 4 is buried and integrated with the striking layer 21, and level adjustment and unevenness adjustment are performed by this embedding. In this way, by adding the striking layer 21 and the unevenness adjusting material 4 to form a slab thickness, the influence of the heavy floor impact sound and the lightweight floor impact sound can be reduced.

なお、このコンクリートスラブ3の上面に適宜厚さの増打層21を形成する構成は、上
記の第2および第3の実施の形態の床構造14、18にも適用することができる。
The configuration in which the striking layer 21 having an appropriate thickness is formed on the upper surface of the concrete slab 3 can also be applied to the floor structures 14 and 18 of the second and third embodiments.

このような床下地材5の上面に制振面材6を設けたことより、下記の表1に示すように、JIS1440の評価方法に基づく軽量床衝撃音の125Hz〜2kHzおけるレベルを低減させて遮音性が高められることを確認することができた。   Since the damping surface material 6 is provided on the upper surface of the floor base material 5 as described above, as shown in Table 1 below, the level at 125 Hz to 2 kHz of the lightweight floor impact sound based on the evaluation method of JIS 1440 is reduced. It was confirmed that the sound insulation was improved.

なお、この下記の表1における試験体(A)は図6のものであり、試験体(B)は図1の床構造からエラスチックな熱可塑性発泡樹脂材を除いたもの、試験体(C)は図2の(3)の床構造から捨張材と制振面材を除いたもの、試験体(D)〜(F)は図2の(3)の床構造であり、試験体(G)は図2の(4)の床構造(独立際根太工法)である。   The test body (A) in Table 1 below is that of FIG. 6, and the test body (B) is obtained by removing the elastic thermoplastic foam resin material from the floor structure of FIG. 1, and the test body (C). 2 is the floor structure of FIG. 2 (3) excluding the scraping material and the damping surface material, and test bodies (D) to (F) are the floor structure of FIG. ) Is the floor structure (independent joist method) of (4) in FIG.

Figure 2006265947
Figure 2006265947

次に、床構造の構築方法を第4の実施の形態の床構造20に基づいて説明する。はじめに、コンクリートスラブ3の上面にプライマーなどの接着剤を塗布した後、この上に適宜厚さのモルタルを塗って増打層21を形成する。この増打層21は、例えば1列目の床下地材5を設置する箇所にのみ形成する。   Next, the construction method of the floor structure will be described based on the floor structure 20 of the fourth embodiment. First, an adhesive such as a primer is applied to the upper surface of the concrete slab 3, and then a mortar with an appropriate thickness is applied thereon to form the additional striking layer 21. For example, the additional striking layer 21 is formed only at a place where the first-layer floor base material 5 is installed.

次に、図5に示すように、この増打層21が乾燥する前に、この上にモルタルで団子状の不陸調整材4を多数設置し、この上に床下地材5を設置する。この不陸調整材の少なくとも一列(二列または三列)を連続した長尺状のものにすることにより、不陸調整材の設置された空間を細かく区切って空気振動を互いに干渉させて打ち消すようにする。また、二列または三列の長尺状のものは互いに接続されている。次に、部屋の内周に設置した際根太9の上面を基準線として、床下地材5を下側に押し込むと、不陸調整材4が扁平に押し潰されてコンクリートスラブ3との間をほぼ密実にするとともに、不陸調整材4の下部が増打層21に埋没して一体となる。なお、上記のように長尺状の不陸調整材4は、増打層21を形成しない場合も適用することができる。   Next, as shown in FIG. 5, before the additional striking layer 21 is dried, a large number of dumpling-like conditioners 4 in mortar are installed thereon, and the floor base material 5 is installed thereon. By making at least one row (two or three rows) of the unevenness adjusting material into a continuous long shape, the space where the unevenness adjusting material is installed is divided finely so that air vibrations interfere with each other and cancel each other. To. Two or three rows of long ones are connected to each other. Next, when the floor base material 5 is pushed downward with the upper surface of the joist 9 as a reference line when installed on the inner periphery of the room, the unevenness adjusting material 4 is flattened and is crushed between the concrete slab 3. In addition to being almost solid, the lower portion of the unevenness adjusting material 4 is buried in the additional striking layer 21 and integrated. In addition, the elongate unevenness adjusting material 4 as described above can be applied even when the striking layer 21 is not formed.

次に、1列目の床下地材5を設置した後、2列目の床下地材を設置する箇所にモルタル
を塗って、2列目の増打層21を形成する。次に、上記と同じ方法で床下地材5を設置するとともに、この工程を順次繰り返すことによって、コンクリートスラブ3の全面に床下地材5を密接に敷き詰める。次に、この床下地材5の上に制振面材6を張り込み、この上に仕上材7を敷き詰めて床構造20を構築する。
Next, after the first row of the floor base material 5 is installed, mortar is applied to the place where the second row of the floor base material is installed, thereby forming the second row of striking layers 21. Next, the floor base material 5 is installed by the same method as described above, and the floor base material 5 is closely spread over the entire surface of the concrete slab 3 by sequentially repeating this process. Next, the damping surface material 6 is stuck on the floor base material 5, and the finishing material 7 is spread thereon to construct the floor structure 20.

なお、床下地材5は1列ずつ設置したが、これに限らず、2列または3列などの複数列
ずつ設置することができ、増打層21も複数列の範囲に形成することができる。さらに、床下地材5を列単位ではなく、1個ずつ設置することもでき、1個ずつ設置する箇所に増打層21を形成することもできる。
In addition, although the floor base material 5 was installed 1 row at a time, it is not restricted to this, It can install in multiple rows, such as 2 rows or 3 rows, and the striking layer 21 can also be formed in the range of multiple rows. . Further, the floor base material 5 can be installed one by one instead of in units of rows, and the additional striking layer 21 can be formed at a place where the floor base material 5 is installed one by one.

第1の実施の形態の床構造であり、(1)は断面図、(2)は同一部省略平面図である。It is a floor structure of a 1st embodiment, (1) is a sectional view and (2) is the same section abbreviation top view. 第2の実施の形態の床構造であり、(1)〜(4)は断面図である。It is the floor structure of 2nd Embodiment, (1)-(4) is sectional drawing. 第3の実施の形態の床構造であり、(1)は断面図、(2)は同一部省略平面図である。It is the floor structure of 3rd Embodiment, (1) is sectional drawing, (2) is the same part abbreviation top view. 第4の実施の形態の床構造であり、(1)は断面図、(2)は要部の拡大断面図である。It is the floor structure of 4th Embodiment, (1) is sectional drawing, (2) is an expanded sectional view of the principal part. 床構造の構築方法を示す平面図である。It is a top view which shows the construction method of a floor structure. 従来の床構造の断面図である。It is sectional drawing of the conventional floor structure.

符号の説明Explanation of symbols

1、14、18、20、23 床構造
2 住戸
3、24 コンクリートスラブ
4、25 不陸調整材
5、26 床下地材
6 制振面材
7、27 仕上材
8 壁面
9 幅木
10 際根太
11 上部材
12 下部材
13 桟木
15 空隙部
17 底板
19 捨張材
21 増打層
DESCRIPTION OF SYMBOLS 1, 14, 18, 20, 23 Floor structure 2 Dwelling unit 3, 24 Concrete slab 4, 25 Unevenness adjustment material 5, 26 Floor base material 6 Damping surface material 7, 27 Finishing material 8 Wall surface 9 Skirting board 10 Tokonoki 11 Upper member 12 Lower member 13 Crosspiece 15 Cavity 17 Bottom plate 19 Scattering material 21 Additional striking layer

Claims (8)

コンクリートスラブの上面に多数の不陸調整材を介して熱可塑性発泡樹脂からなる床下地材が密接状に敷き詰められ、該床下地材の上に制振面材を介して仕上材が設置され、床下地材の下部側がエラスティックな独立気泡の熱可塑性発泡樹脂からなることを特徴とする床構造。   A floor base material made of a thermoplastic foam resin is closely laid on the upper surface of the concrete slab through a number of uneven surface adjusters, and a finishing material is installed on the floor base material via a damping surface material, A floor structure characterized in that the lower side of the floor base material is made of an elastic closed-cell thermoplastic foamed resin. 制振面材は面密度が9kg/m以上であることを特徴とする請求項1に記載の床構造。 The floor structure according to claim 1, wherein the vibration damping surface material has a surface density of 9 kg / m 2 or more. 床下地材の下部には空隙部または中空部が設けられたことを特徴とする請求項1または2に記載の床構造。   The floor structure according to claim 1 or 2, wherein a gap or a hollow is provided in a lower part of the floor base material. 不陸調整材はコンクリートスラブの上面に増打層を介して設置されたことを特徴とする請求項1〜3のいずれかに記載の床構造。   The floor structure according to any one of claims 1 to 3, wherein the unevenness adjusting material is installed on the upper surface of the concrete slab via a striking layer. 不陸調整材は下部が増打層に埋没したことを特徴とする請求項4に記載の床構造。   The floor structure according to claim 4, wherein the unevenness adjusting material has a lower portion buried in a striking layer. 不陸調整材は団子状または長尺状であることを特徴とする請求項4または5に記載の床構造。   The floor structure according to claim 4 or 5, wherein the unevenness adjusting material has a dumpling shape or a long shape. 制振面材は捨張材を介して床下地材に設置されたことを特徴とする請求項1〜6のいずれかに記載の床構造。   The floor structure according to any one of claims 1 to 6, wherein the vibration-damping surface material is installed on the floor base material via a scraping material. 端部における床下地材は壁面より離れた際根太に当接され、幅木の下面にはヒレが設置されていることを特徴とする請求項1〜7のいずれかに記載の床構造。   The floor structure according to any one of claims 1 to 7, wherein the floor base material at the end is brought into contact with the joist when separated from the wall surface, and a fin is provided on the lower surface of the base plate.
JP2005086061A 2005-03-24 2005-03-24 Floor structure Pending JP2006265947A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103374987B (en) * 2013-07-25 2016-03-23 苏州金螳螂建筑装饰股份有限公司 Complete floating builds formula sound insulation vibration isolation floor slab

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103374987B (en) * 2013-07-25 2016-03-23 苏州金螳螂建筑装饰股份有限公司 Complete floating builds formula sound insulation vibration isolation floor slab

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