JP2009024373A - Supporting structure of prefabricated bath using floating floor - Google Patents

Supporting structure of prefabricated bath using floating floor Download PDF

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JP2009024373A
JP2009024373A JP2007187770A JP2007187770A JP2009024373A JP 2009024373 A JP2009024373 A JP 2009024373A JP 2007187770 A JP2007187770 A JP 2007187770A JP 2007187770 A JP2007187770 A JP 2007187770A JP 2009024373 A JP2009024373 A JP 2009024373A
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floating floor
floor
cushioning material
prefabricated bath
support structure
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JP5285876B2 (en
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Yasushi Masui
靖 増井
Toshiaki Makino
年晃 牧野
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Sumitomo Realty and Development Co Ltd
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Sumitomo Realty and Development Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a supporting structure of a prefabricated bath capable of ensuring not only stability and sound insulation of the supporting structure but also a space for piping while preventing increase of height of story and achieving excellent construction property and economical use. <P>SOLUTION: The floating floor 11 is constituted by spreading a cushioning material 12 such as glass wool on a skeleton slab 1 and laying a light-weight concrete panel 13 on it through an impervious sheet 16. The light-weight concrete panel 13 supports the load of the prefabricated bath 2 directly in a lower part position of a bathtub of the prefabricated bath 2, and a height adjustable supporting leg 17 is provided on the lightweight concrete panel 13 to support the load of the prefabricated bath 2 in parts other than the lower part position. A cut-in part 14 of the floating floor is formed in the vicinity of a pipe arranged in the lower part of the prefabricated bath 2 or in the vicinity of a projection protruding from the lower part of the prefabricated bath to support the load the prefabricated bath 2 by vibrationproof supporting legs 15 provided on the skeleton slab 2. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、浮床を用いたユニットバスの支持構造に関するもので、適用対象は主としてSI(スケルトン・インフィル)建築物、高層建築物等、階高の抑制が求められる建築物であるが、これらに限定されず、一般の建築物にも適用可能である。   The present invention relates to a support structure for a unit bath using a floating floor, and is mainly applied to buildings such as SI (Skeleton Infill) buildings and high-rise buildings where suppression of floor height is required. It is not limited and can be applied to general buildings.

SI建築物の場合、自由な間取りが可能である反面、例えば下階の居室の上に上階の浴室がくる場合など、遮音性が重要となる。その上で、階高の抑制が求められ、また給排水設備の配置スペースの問題などもある。また、一般の建築物の場合においても、リフォームの際、同様の理由で、ユニットバスの位置を変更するのが困難であるという問題がある。   In the case of an SI building, it is possible to arrange a floor plan freely, but sound insulation is important, for example, when an upper-floor bathroom comes over a lower-floor room. In addition, floor heights are required to be reduced, and there are problems with the layout space for water supply and drainage facilities. Further, even in the case of a general building, there is a problem that it is difficult to change the position of the unit bus for the same reason during the renovation.

遮音性の解決手段の一つとしては、浮床構造の利用が考えられる。従来の浮床の構造としては、建物躯体の床スラブ上にグラスウール、ポリスチレン系あるいはポリプロピレン系の樹脂発泡体などの板状に成形した緩衝材を敷設し、その上に二重床を構成する床パネルを敷設するもの(例えば、特許文献1参照)や、建物躯体の床スラブに防振性能を備えた支持脚を分散配置し、その上に二重床を構成する床パネルを設けるものなど(例えば、特許文献3参照)がある。その他、遮音性、防振性を向上させるための種々の構造が工夫されている。   One possible solution for sound insulation is to use a floating floor structure. As a conventional floating floor structure, a floor panel comprising a double floor is formed on a floor slab of a building frame by laying a cushioning material molded in the shape of a plate such as glass wool, polystyrene or polypropylene resin foam. (For example, refer to Patent Document 1), and the floor slab of the building frame in which support legs having vibration-proofing performance are distributed and a floor panel constituting a double floor is provided thereon (for example, Patent Document 3). In addition, various structures have been devised to improve sound insulation and vibration isolation.

特開2002−294997号公報JP 2002-294997 A 特開2004−183319号公報JP 2004-183319 A 特開2006−321964号公報JP 2006-321964 A 特開2006−328715号公報JP 2006-328715 A

緩衝材を敷設し、その上に床パネルなどを敷設する形式は、浮床自体の厚さは比較的薄く、上載荷重についても応力が均等にかかり、一般的には安定しているという利点がある。   The method of laying cushioning material and laying floor panels on it has the advantage that the thickness of the floating floor itself is relatively thin, the stress is evenly applied to the loading load, and is generally stable. .

しかしながら、緩衝材の層厚が薄いと遮音効果や防振効果が十分得られず、逆に緩衝材の層厚が厚いと、上載荷重の重みや緩衝材の劣化などにより部分的なへこみが生じ、不陸の原因となったり、支持構造自体が不安定となる恐れがある。   However, if the thickness of the cushioning material is thin, sufficient sound insulation and vibration-proofing effects cannot be obtained. Conversely, if the thickness of the cushioning material is thick, partial dents may occur due to the weight of the overload or deterioration of the cushioning material. Otherwise, it may cause unevenness or the support structure itself may become unstable.

また、SI建築物などにおいて、給排水の配管や各種配線が住戸の床下にくる場合、配管等のスペースが必要になるため、浮床の層厚を薄くしても階高の減少につながらない。   In addition, in SI buildings and the like, when water supply and drainage pipes and various wirings are under the floor of a dwelling unit, space for the pipes and the like is required. Therefore, even if the floating floor thickness is reduced, the floor height does not decrease.

一方、床材を防振性能を備えた支持脚で支持する形式では、支持脚に組み込む防振ゴムなどの性能に応じて、防振性能は比較的得やすく、また支持脚の高さの調整で配管等のスペースを確保できるという利点がある。   On the other hand, in the type in which the flooring is supported by the support legs having vibration isolation performance, the vibration isolation performance is relatively easy to obtain according to the performance of the vibration isolation rubber incorporated in the support legs, and the height of the support legs is adjusted. There is an advantage that space such as piping can be secured.

しかしながら、この形式では上載荷重が支持脚位置に集中するため、支持脚の個数、配置なども含め設計が難しくなり、施工性、コストの面でも不利となる。また、防振性能は得やすい反面、上階の騒音に対する遮音効果は得難い。   However, this type of load concentrates on the position of the support legs, so that the design including the number and arrangement of the support legs becomes difficult, which is disadvantageous in terms of workability and cost. In addition, while it is easy to obtain anti-vibration performance, it is difficult to obtain a sound insulation effect against noise on the upper floor.

本発明は、上述のような従来技術における課題の解決を図ったものであり、支持構造の安定性と遮音性を確保した上で、階高の増加を抑えつつ配管等のスペースを確保でき、かつ施工性、経済性に優れたユニットバスの支持構造を提供することを目的としている。   The present invention is intended to solve the problems in the prior art as described above, and after securing the stability and sound insulation of the support structure, it is possible to secure a space such as piping while suppressing an increase in floor height, The object is to provide a support structure for unit baths that is excellent in workability and economy.

本願の請求項1に係る発明は、躯体スラブ上に形成される浮床を利用したユニットバスの支持構造であって、前記浮床を所要厚の緩衝材と該緩衝材の上に敷設され床強度を発揮する硬質のパネル体で構成し、前記ユニットバスの荷重を直接または支持具を介して前記浮床で支持するとともに、前記ユニットバスの下部に配置される配管近傍またはユニットバス下部からの突出物近傍については、前記浮床を形成しない浮床欠落部を形成し、該浮床欠落部については前記躯体スラブ上に設置した防振機構を備える複数の支持脚で前記ユニットバスの荷重を支持することを特徴とするものである。   The invention according to claim 1 of the present application is a unit bath support structure using a floating floor formed on a frame slab, wherein the floating floor is laid on a cushioning material of a required thickness and the cushioning material to increase the floor strength. It is composed of a rigid panel body that exhibits, supports the load of the unit bath with the floating floor directly or via a support, and near the piping disposed under the unit bath or near the protrusion from the lower unit bath The floating floor missing portion that does not form the floating floor is formed, and the floating floor missing portion is supported on the load of the unit bath by a plurality of support legs provided with a vibration isolation mechanism installed on the housing slab. To do.

緩衝材としては、グラスウールなど、防振性の面での緩衝材としての機能の他、遮音性や断熱性の得られるものが望ましいが、目的とする機能が得られ、劣化しにくいものであれば特に限定されない。例えば、従来技術の項で述べたポリスチレン系あるいはポリプロピレン系の樹脂発泡体や、特許文献1に記載されているような樹脂発泡体にゴムなどの弾性体を組み込んだものを使用することもできる。   As the cushioning material, it is desirable to have a sound insulating property and a heat insulating property in addition to the function as a cushioning material in terms of vibration proofing, such as glass wool, but the intended function is obtained and it is difficult to deteriorate. If it does not specifically limit. For example, a polystyrene-based or polypropylene-based resin foam described in the section of the prior art, or a resin foam described in Patent Document 1 and an elastic body such as rubber can be used.

硬質のパネル体というのは、緩衝材の変形に追従して容易に変形するようなものではなく、床としての平面形態を保てる強度および剛性を備えたパネル体であることを意味する。具体的にはコンクリートパネルや鋼板などの金属パネル、FREなどの硬質パネルなどを例示することができる。   The hard panel body does not easily deform following the deformation of the buffer material, but means a panel body having strength and rigidity capable of maintaining a flat form as a floor. Specific examples include metal panels such as concrete panels and steel plates, and hard panels such as FRE.

ユニットバスの荷重を直接または支持具を介して浮床で支持するというのは、浮床の上面で支持するのが最も安定するが、ユニットバスの下面は、通常、平坦でなく傾斜や凹凸があるため、必要に応じ、必要箇所に支持具を介在させて高さ調整を行って支持する。また、ユニットバスの下部に配置される給配水管などの設備配管のための必要スペースとの関係では、浮床の上面で直接支持する部分がなく、全て支持具を介在させて支持する場合もある。その場合も、浮床部分の防振機能や、遮音性能は発揮される。   The load of the unit bath is supported by the floating floor directly or via a support. It is most stable when supported by the upper surface of the floating floor, but the lower surface of the unit bath is usually not flat and has slopes and irregularities. If necessary, support is performed by adjusting the height by interposing a support at a required location. In addition, in relation to the necessary space for equipment piping such as water supply and distribution pipes arranged in the lower part of the unit bath, there is no portion that is directly supported on the upper surface of the floating floor, and there is a case where all support is provided through the support. . Even in that case, the anti-vibration function and sound insulation performance of the floating floor portion are exhibited.

浮床欠落部は、後から形成するのではなく、床スラブ上における浮床の配置設計として形成される。この部分において、防振機構を備える複数の支持脚による支持機構を併用することで、階高に関しては浮床の高さ分を抑えることができ、防振性能および遮音性能に関しては浮床と支持脚という異なる制振新機構の組み合わせにより、広い周波数域での相乗効果が期待できる。   The floating floor missing portion is not formed later, but is formed as an arrangement design of the floating floor on the floor slab. In this part, it is possible to suppress the height of the floating floor with respect to the floor height by using a support mechanism with a plurality of support legs provided with the vibration isolation mechanism, and the floating floor and the support legs with respect to vibration isolation performance and sound insulation performance. By combining different vibration control mechanisms, a synergistic effect in a wide frequency range can be expected.

請求項2は、請求項1に係るユニットバスの支持構造において、前記緩衝材と前記硬質のパネル体との間に遮水シートを介在させることを特徴とするものである。   According to a second aspect of the present invention, in the unit bus support structure according to the first aspect, a water shielding sheet is interposed between the cushioning material and the rigid panel body.

緩衝材の種類にもよるが、緩衝材が水に濡れることで、防振性や遮音性が低下したり、劣化したり、変形する恐れがある場合には、遮水シートを介在させるなどして、緩衝材が水を吸収するのを防止することが望ましい。   Depending on the type of cushioning material, if the cushioning material gets wet with water and the vibration and sound insulation properties are reduced, deteriorated, or deformed, a water shielding sheet may be interposed. It is desirable to prevent the buffer material from absorbing water.

請求項3は、請求項1または2に係るユニットバスの支持構造において、前記硬質のパネル体がコンクリートパネルである場合を限定したものである。   According to a third aspect of the present invention, in the unit bus support structure according to the first or second aspect, the case where the hard panel body is a concrete panel is limited.

コンクリートパネルの場合、5〜10cm程度の厚みのものが用いられるが、軽量骨材あるいは超軽量骨材などを用いた軽量コンクリートパネルを用いれば、実質的に強度を落とすことなく、軽量化が図れる。   In the case of a concrete panel, one having a thickness of about 5 to 10 cm is used, but if a lightweight concrete panel using a lightweight aggregate or an ultralight aggregate is used, the weight can be reduced without substantially reducing the strength. .

請求項4は、請求項1または2に係るユニットバスの支持構造において、前記硬質のパネル体が金属パネルである場合を限定したものである。   According to a fourth aspect of the present invention, in the unit bus support structure according to the first or second aspect, the case where the hard panel body is a metal panel is limited.

金属パネルとしては、鋼板が一般的であるが、アルミニュウム合金その他のパネルでもよい。金属パネルの場合、コンクリートパネルに比べ、浮床としての厚さは大幅に低減でき、また端部の欠けなどの問題もない。   The metal panel is generally a steel plate, but may be an aluminum alloy or other panel. In the case of a metal panel, the thickness as a floating floor can be greatly reduced compared to a concrete panel, and there is no problem such as chipping at the end.

ただし、コストが高く付き、遮音性ではコンクリートパネルが勝ることから、もともと設備配管などとの関係で、階高抑制に寄与しない場合には、コンクリートパネルが望ましい。   However, since the cost is high and the concrete panel is superior in terms of sound insulation, the concrete panel is desirable when it does not contribute to floor height suppression due to the relationship with equipment piping.

請求項5は、請求項1〜4に記載のユニットバスの支持構造において、前記躯体スラブの前記浮床の外周部位置および前記浮床欠落部の外周部位置に、前記浮床の面内方向の移動を抑制するための側部緩衝材を配置してあることを特徴とするものである。   The support structure of the unit bath according to claim 1, wherein the floating slab is moved in the in-plane direction of the floating floor to the outer peripheral portion position of the floating floor and the outer peripheral portion position of the floating floor missing portion. A side cushioning material for restraining is arranged.

本発明では、特に、浮床の上面については、硬質のパネル体を用いているため、地震等により水平方向に振動すると、下側の緩衝材と分離したり、硬質のパネル体の端部が躯体と衝突することが考えられるが、側部緩衝材を配置して、水平方向の移動をある程度拘束することにより、そのような問題を解決することができる。   In the present invention, a hard panel body is used especially for the upper surface of the floating floor. Therefore, when it vibrates in the horizontal direction due to an earthquake or the like, it separates from the lower cushioning material, or the end of the hard panel body is a housing. However, such a problem can be solved by arranging the side cushioning material and restraining the horizontal movement to some extent.

側部緩衝材としては、例えば板状の防振ゴムなどを用いることができ、アングル状の金具などを躯体の床スラブ上面に固定し、立上り面に防振ゴムなどを貼り付けるなどして、硬質のパネル体の水平移動を抑制することができる。また、その際の側部緩衝材によるエネルギー吸収効果も期待できる。   As the side cushioning material, for example, a plate-shaped anti-vibration rubber or the like can be used.An angle-shaped metal fitting or the like is fixed to the upper surface of the floor slab of the housing, and an anti-vibration rubber or the like is attached to the rising surface. Horizontal movement of the rigid panel body can be suppressed. Moreover, the energy absorption effect by the side buffer material in that case can also be expected.

本発明では、浮床を緩衝材とその上に敷設され床強度を発揮する硬質のパネル体で構成し、ユニットバスの荷重を浮床で支持するとともに、配管近傍またはユニットバス下部からの突出物近傍については、浮床欠落部を形成し、浮床欠落部については防振機構を備える複数の支持脚支持するようにしたため、支持構造の安定性と遮音性を確保した上で、階高の増加を抑えつつ配管等のスペースを確保することができる。   In the present invention, the floating floor is composed of a cushioning material and a rigid panel body that is laid on it and exhibits floor strength, supports the load of the unit bath with the floating floor, and near the protrusions from the vicinity of the pipe or the lower part of the unit bath Has a floating floor missing part, and the floating floor missing part is supported by a plurality of support legs equipped with a vibration isolation mechanism, while ensuring stability and sound insulation of the support structure, while suppressing an increase in floor height Space such as piping can be secured.

また、硬質のパネル体を用いた浮床と、浮床欠落部に設置した防振機構を備える支持脚による支持機構の併用により、階高に関しては浮床の高さ分を抑えることができ、防振性能および遮音性能に関しては浮床と支持脚という異なる制振新機構の組み合わせにより、広い周波数域での相乗効果が期待できる。   In addition, the combined use of a floating floor using a rigid panel body and a support mechanism with a support leg equipped with an anti-vibration mechanism installed in the floating floor missing part can suppress the height of the floating floor with respect to the floor height. With regard to sound insulation performance, a synergistic effect in a wide frequency range can be expected by combining different vibration control mechanisms such as floating floors and support legs.

図1は、本発明の一実施形態を示したもので、(a)は水平断面図、(b)はそのA−A断面図、(c)はB−B断面図である。   FIG. 1 shows one embodiment of the present invention, in which (a) is a horizontal sectional view, (b) is an AA sectional view, and (c) is a BB sectional view.

本実施形態において、浮床11は、躯体スラブ1上に、グラスウールなどの緩衝材12を敷設し、その上に遮水シート16を介して軽量コンクリートパネル13を敷設したものである。   In this embodiment, the floating floor 11 is constructed by laying a cushioning material 12 such as glass wool on a frame slab 1 and laying a lightweight concrete panel 13 via a water shielding sheet 16 thereon.

寸法例を挙げると、緩衝材12として厚さ12.5mmの板状に成形したグラスウールのパネルを2枚重ねて厚さ25mmの断熱緩衝層を形成し、遮水シート16として厚さ0.15mmのポリエチレンフィルムを敷き、その上に厚さ75mm(だだし、ユニットバス2の浴槽下部位置については50mm)の軽量コンクリートパネル13を敷設する。なお、ここで挙げた材質および寸法はあくまで代表例であり、これに限定されるものではない。   As an example of dimensions, two glass wool panels formed into a plate shape with a thickness of 12.5 mm as the buffer material 12 are stacked to form a heat insulating buffer layer with a thickness of 25 mm, and the water shielding sheet 16 has a thickness of 0.15 mm. A lightweight concrete panel 13 having a thickness of 75 mm (but 50 mm for the lower portion of the bathtub of the unit bath 2) is laid thereon. It should be noted that the materials and dimensions mentioned here are merely representative examples and are not limited thereto.

また、本実施形態では、ユニットバス2の浴槽下部位置については、軽量コンクリートパネル13が直接ユニットバス2の荷重を支持し、それ以外の部分については軽量コンクリートパネル13上の、主としてユニットバス2の外周部位置下部および後述する浮床欠落部14位置近傍に、高さ調整可能な支持脚17を設置してユニットバス2の荷重を支持している。   In the present embodiment, the lightweight concrete panel 13 directly supports the load of the unit bath 2 at the lower part of the bathtub of the unit bath 2, and the rest of the unit bath 2 is mainly on the lightweight concrete panel 13. A height adjustable support leg 17 is installed in the vicinity of the lower position of the outer peripheral portion and the floating floor missing portion 14 described later to support the load of the unit bus 2.

ユニットバス2の下部に配置される配管近傍またはユニットバス下部からの突出物近傍については、浮床欠落部14を形成し、躯体スラブ2上に設置した防振支持脚15でユニットバス2の荷重を支持している。   A floating floor missing portion 14 is formed in the vicinity of the pipe arranged near the lower part of the unit bath 2 or the projecting object from the lower part of the unit bus 2, and the load of the unit bus 2 is applied by the anti-vibration support legs 15 installed on the housing slab 2. I support it.

防振支持脚15は、一例を挙げると、ヤクモ株式会社製の製品名「ボールダンパー」に高さ調整用のボルトを組み合わせたものなどを使用することができるが、それに限定されるものではない。   For example, the anti-vibration support leg 15 may be a combination of a product name “ball damper” manufactured by Yakumo Co., Ltd. and a bolt for height adjustment, but is not limited thereto. .

また、本実施形態において、図2に示すように、浮床11の外周部位置および浮床欠落部14の外周部位置には、躯体スラブ2との間に、浮床11の面内方向の移動を抑制するための側部緩衝材18を配置し、地震等により水平方向の振動に対し、水平方向の移動を拘束できるようにしている。   Moreover, in this embodiment, as shown in FIG. 2, the movement of the floating floor 11 in the in-plane direction is suppressed between the outer peripheral portion position of the floating floor 11 and the outer peripheral portion position of the floating floor missing portion 14 with the frame slab 2. For this purpose, a side cushioning material 18 is arranged so that horizontal movement can be restrained against horizontal vibration due to an earthquake or the like.

図3は、側部緩衝材18の一例として、アングルピース18aを躯体スラブ1上面に固定し、その立上り面に防振ゴム18bを取り付けた場合を示したものである。   FIG. 3 shows a case where the angle piece 18a is fixed to the upper surface of the housing slab 1 as an example of the side cushioning material 18 and the vibration isolating rubber 18b is attached to the rising surface.

図4は、本発明の他の実施形態を示したもので、(a)は水平断面図、(b)はそのA−A断面図、(c)はB−B断面図である。   FIG. 4 shows another embodiment of the present invention, in which (a) is a horizontal sectional view, (b) is an AA sectional view, and (c) is a BB sectional view.

本実施形態において、浮床11は、躯体スラブ1上に、グラスウールなどの緩衝材12を敷設し、その上に遮水シート16を介して鋼板23を敷設したものである。   In the present embodiment, the floating floor 11 is configured such that a buffer material 12 such as glass wool is laid on the frame slab 1, and a steel plate 23 is laid thereon via a water shielding sheet 16.

寸法例を挙げると、緩衝材12として厚さ12.5mmの板状に成形したグラスウールのパネルを2枚重ねて厚さ25mmの断熱緩衝層を形成し、遮水シート16として厚さ0.15mmのポリエチレンフィルムを敷き、その上に厚さ25mmの鋼板23を敷設する。なお、ここで挙げた材質および寸法はあくまで代表例であり、これに限定されるものではない。   As an example of dimensions, two glass wool panels formed into a plate shape with a thickness of 12.5 mm as the buffer material 12 are stacked to form a heat insulating buffer layer with a thickness of 25 mm, and the water shielding sheet 16 has a thickness of 0.15 mm. A polyethylene film having a thickness of 25 mm is laid thereon. It should be noted that the materials and dimensions mentioned here are merely representative examples and are not limited thereto.

また、本実施形態では、ユニットバス2の浴槽下部位置も含め、鋼板23上の、主としてユニットバス2の外周部位置下部および後述する浮床欠落部14位置近傍に、高さ調整可能な支持脚17を設置してユニットバス2の荷重を支持している。   Moreover, in this embodiment, the support leg 17 which can be height-adjusted on the steel plate 23 including the bathtub lower part position of the unit bath 2 mainly in the lower part of the outer peripheral part position of the unit bath 2 and in the vicinity of the floating floor missing part 14 described later. Is installed to support the load of the unit bath 2.

ユニットバス2の下部に配置される配管近傍またはユニットバス下部からの突出物近傍については、浮床欠落部14を形成し、躯体スラブ2上に設置した防振支持脚15でユニットバス2の荷重を支持している。防振支持脚15については、図1の実施形態の場合と同様である。   A floating floor missing portion 14 is formed in the vicinity of the pipe arranged near the lower part of the unit bath 2 or the projecting object from the lower part of the unit bus 2, and the load of the unit bus 2 is applied by the anti-vibration support legs 15 installed on the housing slab 2. I support it. The anti-vibration support legs 15 are the same as in the embodiment of FIG.

図5は、図4の実施形態における側部緩衝材18の例を示したもので、基本的な構成は図3のものと同様であるが、浮床11部分に、軽量コンクリートパネル13に代え鋼板23を用いているため、アングルピース18aの立上りが、図3のものに比べ、低くなっている。   FIG. 5 shows an example of the side cushioning material 18 in the embodiment of FIG. 4, and the basic configuration is the same as that of FIG. 3, but instead of the lightweight concrete panel 13 in the floating floor 11 portion, a steel plate 23 is used, the rise of the angle piece 18a is lower than that of FIG.

本発明の一実施形態(硬質のパネル体として軽量コンクリートパネルを用いた場合)を示したもので、(a)は浮床部平面図、(b)はそのA−A断面図、(c)はB−B断面図である。1 shows an embodiment of the present invention (when a lightweight concrete panel is used as a hard panel body), (a) is a plan view of a floating floor, (b) is a sectional view taken along the line AA, (c) is It is BB sectional drawing. 図1の実施形態における側部緩衝材の配置例を示す平面配置図である。It is a plane arrangement | positioning figure which shows the example of arrangement | positioning of the side part buffer material in embodiment of FIG. 図1の実施形態における側部緩衝材部分の鉛直断面図である。It is a vertical sectional view of the side cushioning material portion in the embodiment of FIG. 本発明の他の実施形態(硬質のパネル体として鋼板を用いた場合)を示したもので、(a)は浮床部平面図、(b)はそのA−A断面図、(c)はB−B断面図である。The other embodiment of the present invention (when a steel plate is used as the hard panel body) is shown, (a) is a floating floor plan view, (b) is an AA cross-sectional view, (c) is B It is -B sectional drawing. 図4の実施形態における側部緩衝材部分の鉛直断面図である。It is a vertical sectional view of the side cushioning material portion in the embodiment of FIG.

符号の説明Explanation of symbols

1…躯体スラブ、2…ユニットバス、
11…浮床、12…緩衝材、13…軽量コンクリートパネル、14…浮床欠落部、15…防振支持脚、16…遮水シート、17…支持脚、18…側部緩衝材、18a…アングルピース、18b…防振ゴム、
23…鋼板
1 ... body slab, 2 ... unit bath,
DESCRIPTION OF SYMBOLS 11 ... Floating floor, 12 ... Buffer material, 13 ... Lightweight concrete panel, 14 ... Floating floor missing part, 15 ... Anti-vibration support leg, 16 ... Water-proof sheet, 17 ... Support leg, 18 ... Side buffer material, 18a ... Angle piece 18b ... Anti-vibration rubber,
23 ... Steel plate

Claims (5)

躯体スラブ上に形成される浮床を利用したユニットバスの支持構造であって、前記浮床を所要厚の緩衝材と該緩衝材の上に敷設され床強度を発揮する硬質のパネル体で構成し、前記ユニットバスの荷重を直接または支持具を介して前記浮床で支持するとともに、前記ユニットバスの下部に配置される配管近傍またはユニットバス下部からの突出物近傍については、前記浮床を形成しない浮床欠落部を形成し、該浮床欠落部については前記躯体スラブ上に設置した防振機構を備える複数の支持脚で前記ユニットバスの荷重を支持することを特徴とするユニットバスの支持構造。   A unit bath support structure using a floating floor formed on a frame slab, wherein the floating floor is composed of a cushioning material having a required thickness and a rigid panel body laid on the cushioning material to exhibit floor strength, The load of the unit bath is supported by the floating floor directly or via a support, and the floating floor missing that does not form the floating floor in the vicinity of the pipe disposed in the lower portion of the unit bath or in the vicinity of the protrusion from the lower portion of the unit bath The unit bus support structure is characterized in that the load of the unit bus is supported by a plurality of support legs including a vibration isolation mechanism installed on the housing slab. 前記緩衝材と前記硬質のパネル体との間に遮水シートを介在させることを特徴とする請求項1記載のユニットバスの支持構造。   2. The support structure for a unit bath according to claim 1, wherein a water shielding sheet is interposed between the cushioning material and the hard panel body. 前記硬質のパネル体がコンクリートパネルである請求項1または2記載のユニットバスの支持構造。   The unit bus support structure according to claim 1 or 2, wherein the hard panel body is a concrete panel. 前記硬質のパネル体が金属パネルである請求項1または2記載のユニットバスの支持構造。   The unit bus support structure according to claim 1, wherein the hard panel body is a metal panel. 前記躯体スラブの前記浮床の外周部位置および前記浮床欠落部の外周部位置に、前記浮床の面内方向の移動を抑制するための側部緩衝材を配置してあることを特徴とする請求項1、2、3または4記載のユニットバスの支持構造。
The side cushioning material for suppressing movement of the floating floor in an in-plane direction is arranged at the outer peripheral portion position of the floating floor and the outer peripheral portion position of the floating floor missing portion of the frame slab. The unit bus support structure according to claim 1, 2, 3 or 4.
JP2007187770A 2007-07-19 2007-07-19 Support structure of unit bath using floating floor Expired - Fee Related JP5285876B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5589550A (en) * 1978-12-25 1980-07-07 Toto Ltd Floor pan installation
JPH03100262A (en) * 1989-09-13 1991-04-25 Kajima Corp Construction of humid type floating floor
JPH04161673A (en) * 1990-10-26 1992-06-05 Toto Ltd Vibration proofing structure of bathroom unit
JPH07310342A (en) * 1994-05-17 1995-11-28 Bridgestone Corp Execution structure of waterproof pan
JP2002285602A (en) * 2001-03-26 2002-10-03 Inax Corp Installation structure of bathroom water-proof pan
JP2005113590A (en) * 2003-10-09 2005-04-28 Takenaka Komuten Co Ltd Unit room installing structure and installing method
JP2007100403A (en) * 2005-10-05 2007-04-19 Takenaka Komuten Co Ltd Floor bearing member and double floor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5589550A (en) * 1978-12-25 1980-07-07 Toto Ltd Floor pan installation
JPH03100262A (en) * 1989-09-13 1991-04-25 Kajima Corp Construction of humid type floating floor
JPH04161673A (en) * 1990-10-26 1992-06-05 Toto Ltd Vibration proofing structure of bathroom unit
JPH07310342A (en) * 1994-05-17 1995-11-28 Bridgestone Corp Execution structure of waterproof pan
JP2002285602A (en) * 2001-03-26 2002-10-03 Inax Corp Installation structure of bathroom water-proof pan
JP2005113590A (en) * 2003-10-09 2005-04-28 Takenaka Komuten Co Ltd Unit room installing structure and installing method
JP2007100403A (en) * 2005-10-05 2007-04-19 Takenaka Komuten Co Ltd Floor bearing member and double floor

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