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JP4541766B2 - Floor structure - Google Patents
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JP4541766B2 - Floor structure - Google Patents

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JP4541766B2
JP4541766B2 JP2004171101A JP2004171101A JP4541766B2 JP 4541766 B2 JP4541766 B2 JP 4541766B2 JP 2004171101 A JP2004171101 A JP 2004171101A JP 2004171101 A JP2004171101 A JP 2004171101A JP 4541766 B2 JP4541766 B2 JP 4541766B2
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floor
base material
floor base
floor structure
concrete slab
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JP2005350913A (en
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伸之 宮本
龍彦 大村
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油化三昌建材株式会社
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本発明は床構造およびその構築方法に関するものである。   The present invention relates to a floor structure and a construction method thereof.

従来の集合住宅の各住戸における床構造として、いわゆる二重床が構築されている。この一住戸における二重床構造21において間仕切りをする場合は、図11に示すように、間仕切壁22を先に作った後、床下地材23を連続的に敷き詰めて二重床を構築していた。しかし、この床構造21は家族構成などに応じて間仕切壁22を自由に変えることができなかった。そこで、上記のように壁先行ではなく、床を先に構築してから間仕切壁22を作る方法が考えられる。また、その他の床構造としては、例えば特開2004−44093号公報の発明がある。
特開2004−44093号公報
As a floor structure in each dwelling unit of a conventional apartment house, a so-called double floor is constructed. In the case of partitioning in the double floor structure 21 in this single dwelling unit, as shown in FIG. 11, after the partition wall 22 is made first, the floor base material 23 is continuously spread to construct a double floor. It was. However, the floor structure 21 cannot freely change the partition wall 22 according to the family structure and the like. Therefore, a method of creating the partition wall 22 after constructing the floor first, instead of preceding the wall as described above, can be considered. Moreover, as another floor structure, there exists invention of Unexamined-Japanese-Patent No. 2004-44093, for example.
JP 2004-44093 A

しかし、上記の床構造21を床先行で構築すると、間仕切壁22を作る箇所の床下地材23を予め補強する必要があるため、間仕切壁22を何の制限もなく自由に変えることはできなかった。さらに、上記の床構造21は、床下地材23の下部に大きな空間24が形成されているため、この空間24を通して間仕切壁22で区切られた隣室25同士の物音が聞こえてしまうという問題があった。   However, if the floor structure 21 is constructed in advance of the floor, it is necessary to reinforce the floor base material 23 where the partition wall 22 is made, and therefore the partition wall 22 cannot be freely changed without any restrictions. It was. Further, since the floor structure 21 has a large space 24 formed below the floor base material 23, there is a problem that sounds of adjacent rooms 25 partitioned by the partition wall 22 can be heard through the space 24. It was.

本発明はこれらの問題に鑑みてなされたものであり、その目的は、床を先に構築しても間仕切壁を必要に応じて自由に変えることができるとともに、間仕切壁で区切った隣室同士の物音が全く聞こえない床構造およびその構築方法を提供することである。   The present invention has been made in view of these problems, and the purpose of the present invention is to freely change the partition wall as needed even if the floor is constructed first, and between adjacent rooms separated by the partition wall. It is to provide a floor structure in which no sound can be heard and a construction method thereof.

以上の課題を解決するための床構造は、コンクリートスラブの上面に多数の不陸調整材が設置され、該不陸調整材の上に熱可塑性発泡樹脂からなる多数の床下地材が密接状に敷き詰められ、該床下地材とコンクリートスラブとの間が扁平に変形した不陸調整材で密実になっており、該床下地材の上面に張り込んだ仕上材の任意箇所に間仕切壁が設けられ、前記コンクリートスラブの上面には増打層を介して不陸調整材が設置されるとともに前記不陸調整材の下部が前記増打層に埋没していることである。 In the floor structure for solving the above problems, a number of non-land surface adjusting materials are installed on the upper surface of the concrete slab, and a number of floor base materials made of thermoplastic foam resin are in close contact with the non-land surface adjusting material. paved, have become dense solid in uneven surface adjustment member between the floor base member and the concrete slab is deformed to flat, partition wall is provided in any portion of the upper surface Harikon they finish the floor base member In addition, an uneven surface adjusting material is installed on the upper surface of the concrete slab via an additional striking layer, and a lower portion of the uneven surface adjusting material is buried in the striking layer.

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、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、間仕切壁を等分布荷重で受けることができ、床先行であっても間仕切壁を家族構成などに応じて自由に変えることができる。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。また床先行により、間仕切のフリープランの採用が可能となる。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。   By installing a floor base material that is closely packed through a number of unevenness adjusting materials, vibration energy of heavy floor impact sound can be effectively absorbed. In addition, since the lower part of the floor base material is made solid by the flatness-imparting material deformed flat, it is possible to completely block the noise of adjacent rooms separated by the partition walls. In addition, since the lower part of the floor base material has become solid with a flattened unevenness-adjusting material, the partition wall can be received with an evenly distributed load, and the partition wall can be freely adjusted according to the family structure etc. Can be changed to 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. In addition, since the lower part of the unevenness adjusting material is buried in the striking layer, integration with the concrete slab is facilitated, and unevenness adjustment can be easily performed. In addition, the floor leading allows the adoption of a free plan for partitioning. In addition, 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、本発明の床構造の実施の形態を図面に基づいて説明する。また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。 Embodiments of the floor structure of the present invention will be described below with reference to the drawings. In the embodiments, 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の上面に張られた仕上材6の上に間仕切壁7が建て込みされて構成されている。   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 partition wall 7 is built on a finishing material 6 stretched on the upper surface of the floor base material 5.

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下部材8と、この下部材8の上面に設置された硬質熱可塑性発泡樹脂の桟木9とから構成され、この桟木9に仕上材6が釘打ちなどで張りつめられている。   The floor base material 5 is a thermoplastic foamed resin composite, and includes a lower member 8 made of a foamed resin such as a polystyrene-based resin, a polyolefin-based resin, and a urethane resin, and a hard thermoplastic foam installed on the upper surface of the lower member 8. It is composed of a resin pier 9, and a finishing material 6 is nailed to the pier 9 by nailing or the like.

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。したがって、床下地材5が間仕切壁7を等分布加重で受けるため、この間仕切壁7を任意箇所に建て込むことができるとともに、間仕切壁7を建て込んだ後であっても、必要に応じて何の制限も受けずに自由に変えることができる。   Further, the unevenness adjusting material 4 is a mortar, and a plurality of dumplings provided at appropriate intervals are flattened by the floor base material 5 so as to be dense with the concrete slab 3. Therefore, since the floor base material 5 receives the partition wall 7 with an equal distribution weight, the partition wall 7 can be built in an arbitrary place, and even after the partition wall 7 is built, as needed. It can be changed freely without any restrictions.

また図2は、第2の実施の形態の床構造10である。この床構造10は、仕上材6の下側にパーティクルボードなどの捨張材11を設けたものであり、これ以外は第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6の下側に捨張材11を設けると、間仕切壁7を支える下地を強化できるとともに、仕上材6を張る前に、床下地材5をその他の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。   Moreover, FIG. 2 is the floor structure 10 of 2nd Embodiment. This floor structure 10 is provided with a scraping material 11 such as a particle board on the lower side of the finishing material 6, and the other structure is the same as that of the floor structure 1 of the first embodiment. Thus, when the disposing material 11 is provided on the lower side of the finishing material 6, the base material that supports the partition wall 7 can be strengthened, and the floor base material 5 is used as a scaffold for other interior work before the finishing material 6 is applied. Therefore, work efficiency can be improved.

また図3は、第3の実施の形態の床構造12である。この床構造12は、捨張材11を床下地材5に一体形成したものであり、これ以外は第1の実施の形態の床構造1と同じ構成である。これは熱可塑性発泡樹脂複合体である下部材8の上面に、桟木9に代わるパーティクルボードなどの捨張材11を一体に形成したものである。このように捨張材11を床下地材5に一体形成すると、仕上材6を張る前に、床下地材5をその他の内装工事の足場として使用することができるようになる。   FIG. 3 shows a floor structure 12 according to the third embodiment. This floor structure 12 is formed by integrally forming the scraping material 11 on the floor base material 5 and has the same configuration as the floor structure 1 of the first embodiment except for this. This is formed by integrally forming a scraping material 11 such as a particle board in place of the crosspiece 9 on the upper surface of the lower member 8 which is a thermoplastic foamed resin composite. When the scraping material 11 is integrally formed with the floor base material 5 in this manner, the floor base material 5 can be used as a scaffold for other interior construction work before the finishing material 6 is stretched.

また図4〜図6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に、空隙部13または中空部14を設けたものであり、この中空部14は空隙部13を底板15で塞いで形成したものである。また図6は、床下地材5に平面格子状の中空部16が形成された床構造1である。このように空隙部13または中空部14、16を形成すると、床の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ので、床の遮音性を高めることができる。   4 to 6 show the floor base material 5 in the floor structure 1 according to the first embodiment provided with a gap portion 13 or a hollow portion 14, and the hollow portion 14 has the gap portion 13 formed therein. It is formed by closing with a bottom plate 15. FIG. 6 shows the floor structure 1 in which the floor base material 5 is formed with a planar lattice-shaped hollow portion 16. When the gap 13 or the hollow portions 14 and 16 are formed in this way, the vibration energy of the light floor impact sound of the floor can be absorbed, so that the sound insulation of the floor can be improved.

この底板15はエラスチ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8〜40g/lの発泡形成体が使用される。   The bottom plate 15 is made of an elastic closed-cell thermoplastic foamed resin. Examples of the thermoplastic foamed 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 40 g / l is used.

この空隙部13または中空部14、16を設ける構成は、第2および第3の実施の形態の床構造10、12における床下地材5にも適用することができ、図7は第3の実施の形態の床構造12における床下地材5に中空部14、16を設けたものであり、この中空部14、16は、上記と同じように空隙部13を底板15で塞いで形成したものである。このように捨張材11を床下地材5に一体形成すると、仕上材6を張る前に、床下地材5をその他の内装工事の足場として使用することができ、また中空部14、16により、床の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ので、床の遮音性を高めることができる。   The configuration in which the gap portion 13 or the hollow portions 14 and 16 are provided can also be applied to the floor base material 5 in the floor structures 10 and 12 of the second and third embodiments. FIG. 7 illustrates the third embodiment. The floor base material 5 in the floor structure 12 of the form is provided with the hollow portions 14 and 16, and the hollow portions 14 and 16 are formed by closing the gap portion 13 with the bottom plate 15 in the same manner as described above. is there. When the scraping material 11 is integrally formed with the floor base material 5 in this way, the floor base material 5 can be used as a scaffold for other interior construction work before the finishing material 6 is stretched. Since the vibration energy of the light floor impact sound of the floor can be absorbed, the sound insulation of the floor can be enhanced.

また図8は、第4の実施の形態の床構造17である。この床構造17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18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。この増打層18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。また増打層18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。   FIG. 8 shows a floor structure 17 according to the fourth embodiment. This floor structure 17 is obtained by forming a striking layer 18 having an appropriate thickness on the upper surface of the concrete slab 3 with a 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. A lower portion of the flat unevenness adjusting material 4 is buried and integrated with the additional striking layer 18, and level adjustment and unevenness adjustment are performed by this embedding. Further, by forming the slab thickness integrally with the additional striking layer 18 and the unevenness adjusting material 4, 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18を形成する構成は、上記の第2〜第4の実施の形態の床構造10、12、17、および図4〜図7の床構造1にも適用することができる。   In addition, the structure which forms the additional striking layer 18 of thickness suitably on the upper surface of this concrete slab 3 is the floor structure 10, 12, 17 of said 2nd-4th embodiment, and FIGS. 4-7. The present invention can also be applied to the floor structure 1.

次に、床構造の構築方法について説明する。図9は、第1の実施の形態の床構造の構築方法である。はじめに、図9の(1)に示すように、コンクリートスラブ3の上面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。次に、部屋内周に設置した際根太19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との間を密実にするとともに、不陸調整材4の下部が増打層3に埋没して一体となる。このような方法によって1列目の床下地材5を設置する。   Next, a method for constructing the floor structure will be described. FIG. 9 shows a floor structure construction method according to the first embodiment. First, as shown in (1) of FIG. 9, a large number of mortar dumpling-like unevenness adjusting materials 4 are installed on the upper surface of the concrete slab 3, and the floor base material 5 is installed thereon. Next, when the floor base material 5 is pushed downward with the upper surface of the joist 19 set as a reference line when installed in the inner periphery of the room, the unevenness adjusting material 4 is flattened flatly to close the space between the concrete slab 3. As a matter of fact, the lower part of the unevenness adjusting material 4 is buried in the striking layer 3 to be integrated. The floor base material 5 of the 1st row is installed by such a method.

次に、1列目の床下地材5を設置した後に、同図の(2)に示すように、2列目の床下地材を設置する箇所に不陸調整材4を設置する。そして、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、図1に示すように、この床下地材5の上に仕上材6を張り込み、この仕上材6の任意箇所に間仕切壁7を建て込んで床構造1を構築する。   Next, after installing the first-floor floor base material 5, as shown in (2) of the same figure, the unevenness adjusting material 4 is installed in the location which installs the second-row floor base material. And while installing the floor base material 5 by the same method as the above, the floor base material 5 is closely spread over the whole surface of the concrete slab 3 by repeating this process sequentially. Next, as shown in FIG. 1, a finishing material 6 is pasted on the floor base material 5, and a partition wall 7 is built in an arbitrary portion of the finishing material 6 to construct the floor structure 1.

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. Further, the floor base material 5 can be installed one by one instead of in units of rows.

また、図10は第2の実施の形態の床構造の構築方法である。はじめに、図7の(1)に示すように、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18を形成する。この増打層18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。   FIG. 10 shows a floor structure construction method according to the second embodiment. First, as shown in (1) of FIG. 7, 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 striking layer 18. For example, the additional striking layer 18 is formed only at a location where the floor base material 5 in the first row is installed.

次に、この増打層18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。そして、部屋内周に設置した際根太19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との間を密実にするとともに、不陸調整材4の下部が増打層18に埋没して一体となる。   Next, before the additional striking layer 18 is dried, a large number of mortar dumpling-like unevenness adjusting materials 4 are installed thereon, and the floor base material 5 is installed thereon. Then, when the floor base material 5 is pushed downward with the upper surface of the joist 19 as the reference line when installed in the inner periphery of the room, the unevenness adjusting material 4 is crushed flatly and densely between the concrete slab 3. At the same time, the lower part of the unevenness adjusting material 4 is buried in the striking layer 18 to be integrated.

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18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、図8に示すように、この床下地材5の上に仕上材6を張り込み、この仕上材6の任意箇所に間仕切壁7を建て込んで床構造17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 to form the second row of striking layers 18. 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, as shown in FIG. 8, a finishing material 6 is stuck on the floor base material 5, and a partition wall 7 is built in an arbitrary portion of the finishing material 6 to construct a floor structure 17.

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もできるとともに、増打層18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18を形成することもできる。   In addition, although the floor base material 5 was installed one row at a time, the present invention is not limited to this, and a plurality of rows such as two rows or three rows can be installed and the striking layer 18 can be formed in a range of the plurality of rows. it can. Further, the floor base material 5 can be installed one by one instead of in units of rows, and the additional striking layer 18 can be formed at a place where the floor base material 5 is installed one by one.

この工程を順次繰り返すことにより、床下地材5を簡単に敷き詰めることができるとともに、不陸およびレベルの調整も簡単にできるので、床構造17を簡単に構築することができる。   By sequentially repeating this process, the floor base material 5 can be easily spread, and the unevenness and the level can be easily adjusted, so that the floor structure 17 can be easily constructed.

(1)は第1の実施の形態の床構造の断面図、(2)は同一部切欠平面図である。(1) is sectional drawing of the floor structure of 1st Embodiment, (2) is the same part notch top view. 第2の実施の形態の床構造の断面図である。It is sectional drawing of the floor structure of 2nd Embodiment. 第3の実施の形態の床構造の断面図である。It is sectional drawing of the floor structure of 3rd Embodiment. 床下地材に空隙部を設けた第1の実施の形態の床構造の断面図である。It is sectional drawing of the floor structure of 1st Embodiment which provided the space | gap part in the floor base material. 床下地材に中空部を設けた第1の実施の形態の床構造の断面図である。It is sectional drawing of the floor structure of 1st Embodiment which provided the hollow part in the floor base material. 床下地材に格子状の中空部を設けた第1の実施の形態の床構造の断面図である。It is sectional drawing of the floor structure of 1st Embodiment which provided the grid | lattice-like hollow part in the floor base material. (1)および(2)は中空部を設けた第3の実施の形態の床構造の断面図である。(1) And (2) is sectional drawing of the floor structure of 3rd Embodiment which provided the hollow part. (1)は第4の実施の形態の床構造の断面図、(2)は増打層の断面図である。(1) is sectional drawing of the floor structure of 4th Embodiment, (2) is sectional drawing of a striking layer. (1)および(2)は第1の実施の形態の床構造の構築方法の平面図である。(1) And (2) is a top view of the construction method of the floor structure of a 1st embodiment. (1)および(2)は第2の実施の形態の床構造の構築方法の平面図である。(1) And (2) is a top view of the construction method of the floor structure of 2nd Embodiment. 従来の床構造の構築方法の断面図である。It is sectional drawing of the construction method of the conventional floor structure.

符号の説明Explanation of symbols

1、10、12、17、21 床構造
2、25 住戸
3 コンクリートスラブ
4 不陸調整材
5、23 床下地材
6 仕上材
7 間仕切壁
8 下部材
9 桟木
11 捨張材
13 空隙部
14、16 中空部
15 底板
18 増打層
19 際根太
22 間仕切壁
24 空間
DESCRIPTION OF SYMBOLS 1, 10, 12, 17, 21 Floor structure 2,25 Dwelling unit 3 Concrete slab 4 Non-land surface adjustment material 5, 23 Floor base material 6 Finishing material 7 Partition wall 8 Lower member 9 Pier 11 Scavenging material 13 Cavity parts 14, 16 Hollow part 15 Bottom plate 18 Additional striking layer 19 Tokita 22 Partition wall 24 Space

Claims (1)

コンクリートスラブの上面に多数の不陸調整材が設置され、該不陸調整材の上に熱可塑
性発泡樹脂からなる多数の床下地材が密接状に敷き詰められ、該床下地材とコンクリート
スラブとの間が扁平に変形した不陸調整材で密実になっており、該床下地材の上面に張り
込んだ仕上材の任意箇所に間仕切壁が設けられ、前記コンクリートスラブの上面には増打層を介して不陸調整材が設置されるとともに前記不陸調整材の下部が前記増打層に埋没していること、
を特徴とする床構造。
A number of non-land surface adjusting materials are installed on the top surface of the concrete slab, and a number of floor base materials made of thermoplastic foam resin are closely laid on the non-land surface adjusting material, and the floor base material and the concrete slab are It is dense with a flatness-adjusting material deformed flat, and a partition wall is provided at an arbitrary location of the finishing material stuck on the upper surface of the floor base material, and an additional striking layer is provided on the upper surface of the concrete slab. A non-land surface adjusting material is installed via the bottom of the non-land surface adjusting material is buried in the additional striking layer,
Floor structure characterized by.
JP2004171101A 2004-06-09 2004-06-09 Floor structure Expired - Fee Related JP4541766B2 (en)

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Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4278224B2 (en) * 1999-03-25 2009-06-10 旭化成ホームズ株式会社 Floor structure
JP2001271484A (en) * 2000-03-23 2001-10-05 Yuka Sansho Kk Floor structure of concrete structure

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