JPH10169164A - Double floor structure - Google Patents

Double floor structure

Info

Publication number
JPH10169164A
JPH10169164A JP33914396A JP33914396A JPH10169164A JP H10169164 A JPH10169164 A JP H10169164A JP 33914396 A JP33914396 A JP 33914396A JP 33914396 A JP33914396 A JP 33914396A JP H10169164 A JPH10169164 A JP H10169164A
Authority
JP
Japan
Prior art keywords
floor
insulating material
heat insulating
support
base plate
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.)
Pending
Application number
JP33914396A
Other languages
Japanese (ja)
Inventor
Haruo Ono
春男 大野
Hirotoshi Kono
裕俊 河野
Tetsuji Oshibe
哲治 押部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GOU SEKKEI KENKYUSHO KK
Nitto Boseki Co Ltd
Original Assignee
GOU SEKKEI KENKYUSHO KK
Nitto Boseki Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by GOU SEKKEI KENKYUSHO KK, Nitto Boseki Co Ltd filed Critical GOU SEKKEI KENKYUSHO KK
Priority to JP33914396A priority Critical patent/JPH10169164A/en
Publication of JPH10169164A publication Critical patent/JPH10169164A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve the comfortableness of an underfloor ventilation type air conditioning and a lightweight floor's impulsive sound isolating performance by laying a cushioning material between a specified heat insulating material and a support, and placing a backing panel through the support. SOLUTION: A heat insulating material 6 whose compression strength is 1 to 6kg/cm<2> and thickness is 20 to 100mm, is laid on the ground under the floor. And then a plurality of supports 1 whose rate of contact with the heat- insulating material 6 is 10 to 40%, are arranged thereon at a prescribed interval. In addition, a cushioning material 5 whose static spring constant is 0.5×10<6> to 9×10<6> N/m<3> , is laid between the heat insulating material 6 and a base plate under the support. And then a backing panel 8 is placed through the support 1 and finished with flooring 9, the sum of thermal resistance of the backing panel 8 and the flooring 9 may be 0.3m<2> h deg.C/kcal or less. Therefor, the comfortableness of the underfloor ventilation type air conditioning can be improved, and a lightweight floor's impulsive sound isolating performance can be enhanced.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、集合住宅、事務所、店
舗及び学校において、快適な床暖房が可能な床下送風式
空調の床構造と階下への床衝撃音遮断性能(軽量)の優
れた床構造を兼ね備えた二重床構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underfloor ventilation type air-conditioning floor structure capable of comfortable floor heating in a multi-family house, an office, a store and a school, and an excellent floor impact sound insulation performance (light weight) downstairs. The present invention relates to a double floor structure having a combined floor structure.

【0002】[0002]

【従来の技術】集合住宅、事務所等において、床下に配
線、配管を行うために二重床とする場合が多く、同時
に、支持脚などにゴム系の材料を使用して一定の防音対
策としたり、フローリング仕上の場合には、仕上材裏面
にクッション材を張り付けたりして床衝撃音伝達を低減
する方法が行われている。これらの例として実開昭63
−91645号あるいは実開昭63−119740号が
ある。一方、快適な温熱環境を得るために、二重床のト
ンネル部をエアーチャンバーとし、このエアーチャンバ
ーに一定の温度にコントロールされた空気を送り込み、
通過させ、床部より冷房或いは暖房し、室内に還流させ
る方法が行なわれている。この方法は床下送風式空調と
よび例えば実開昭63−13722号あるいは特開平6
−41918号にみられる。しかし、前記二つの技術を
組み合わせた、二重床構造にて床衝撃音の低減と床下と
送風式空調を同時に達成する方法は未だ提案されていな
い。
2. Description of the Related Art In apartment houses, offices, etc., a double floor is often used for wiring and piping under the floor, and at the same time, a rubber-based material is used for supporting legs and the like to provide a certain soundproof measure. In the case of flooring finishing, a method of reducing the transmission of floor impact sound by attaching a cushioning material to the back surface of the finishing material has been used. Examples of these are Shokai 63
No. 91645 or Japanese Utility Model Application Laid-Open No. 63-119740. On the other hand, in order to obtain a comfortable thermal environment, the double floor tunnel is used as an air chamber, and air controlled at a certain temperature is sent into this air chamber,
A method of passing air, cooling or heating from the floor, and refluxing indoors is used. This method is referred to as underfloor air-conditioning air-conditioning, for example, as disclosed in Japanese Utility Model Laid-Open No.
See -41918. However, there has not yet been proposed a method of combining the above two technologies and simultaneously achieving the floor impact sound reduction and the underfloor and ventilation air conditioning in a double floor structure.

【0003】[0003]

【発明が解決しようとする課題】本発明は、従来技術で
は組み合わせることのできなかった上記二つの技術、即
ち、床衝撃音の低減と床下送風式空調を行うことが可能
な二重床構造を提案するものである。
SUMMARY OF THE INVENTION The present invention relates to a double floor structure capable of reducing the floor impact sound and performing under-floor air-conditioning, which cannot be combined with the prior art. It is a suggestion.

【0004】従来技術の床衝撃音対策は、脚部はその底
面が10〜15cm2 の小面積のゴム質の材料とし、フ
ローリング等はその裏面に発泡倍率30〜60倍程度で
厚さ4〜6mm程度のクッション材(緩衝材)が使われ
る場合が多い。一方、従来技術の床下送風式空調の床構
造は、コンクリートスラブに断熱材を敷設し、支持脚を
コンクリートスラブに直接配設し、該支持脚にコンクリ
ート製パネルを載置し、適宜仕上げされることが多かっ
た。床下送風式空調は、床下を通過する空気による熱伝
導により床部に熱が伝わり、床部の仕上げ材を通して輻
射、伝導、対流により室内に伝えることを特徴としてお
り、床部の熱伝導が悪いと、快適な熱環境が得られな
い。従来技術の床衝撃音対応の床構造を床下送風式空調
に応用しようとすると、支持脚の脚部の底面が小面積の
ため、コンクリートスラブ等に直接載置する必要があ
り、この場合、ヒートブリッジを避けるために手数を掛
けて断熱材敷設を行う必要があった。又、従来の防音フ
ローリングを仕上げ材として用いた場合、熱抵抗が大き
いため、床下からの熱伝導が悪く、床温が適正になりに
くい等の問題があった。又、従来技術の床下送風式空調
には、床部の熱抵抗等について研究されておらず、不適
切な床構造が多かった。本発明においては、床下送風式
空調において快適な熱環境が得られる床部の熱抵抗につ
いて研究すると共に、床衝撃音遮断性能(軽量)の優れ
た床構造にするために、支持脚及び緩衝材について研究
し、この両者を同時に達成することが可能な二重床構造
を得ることを目的とする。
[0004] floor impact sound measures of the prior art, legs and the bottom surface and the material of the rubber of a small area of 10 to 15 cm 2, flooring, etc. The thickness 4 in expansion ratio 30-60 times on the back surface A cushion material (cushion material) of about 6 mm is often used. On the other hand, the floor structure of the underfloor air-conditioning air conditioner of the prior art is constructed by laying a heat insulating material on a concrete slab, arranging a supporting leg directly on the concrete slab, placing a concrete panel on the supporting leg, and finishing as appropriate. There were many things. Underfloor air-conditioning is characterized by the fact that heat is transmitted to the floor by heat conduction by air passing under the floor, and is transmitted to the room by radiation, conduction, and convection through the finishing material of the floor, and the heat conduction of the floor is poor. And a comfortable thermal environment cannot be obtained. When trying to apply the floor structure of the prior art that responds to floor impact noise to underfloor air-conditioning air conditioning, it is necessary to mount the supporting legs directly on a concrete slab or the like because the bottom surface of the legs is small. In order to avoid the bridge, it was necessary to lay the heat insulating material with trouble. Further, when the conventional soundproof flooring is used as a finishing material, there is a problem that heat conduction from under the floor is poor due to high thermal resistance, and it is difficult for the floor temperature to be proper. In addition, the underfloor air-conditioning air conditioners of the prior art have not studied the thermal resistance of the floor portion and the like, and there are many inappropriate floor structures. In the present invention, in order to study the thermal resistance of the floor where a comfortable thermal environment can be obtained in the underfloor air-conditioning type air conditioner, support legs and cushioning materials are required to make the floor structure excellent in floor impact sound insulation performance (light weight). The purpose of this study is to obtain a double floor structure that can achieve both of them at the same time.

【0005】[0005]

【課題を解決するための手段】前記課題はコンクリート
スラブ等よりなる床下地上に、圧縮強さ1〜6kg/c
2 、厚さ20〜100mmの断熱材を敷設し、該断熱
材上に、断熱材との接触率が10〜40%ととなる複数
の支持脚を所定の間隔に配設し、更に、断熱材と支持脚
下台板との間に静的バネ定数0.5×106 〜9×10
6 N/m3 の緩衝材を敷設し、該支持脚を介して、下地
パネルを載置し、仕上げ材にて仕上し、下地パネルと仕
上げ材の両者の熱抵抗の和が0.3m2 h℃/kcal
以下となる二重床構造によって解決される。
The object of the present invention is to provide a method for compressing concrete on a floor base made of concrete slab or the like with a compressive strength of 1 to 6 kg / c.
m 2 , a heat insulating material having a thickness of 20 to 100 mm is laid, and a plurality of support legs having a contact ratio with the heat insulating material of 10 to 40% are arranged at predetermined intervals on the heat insulating material. Static spring constant 0.5 × 10 6 to 9 × 10 between the heat insulating material and the support leg lower base plate
A cushioning material of 6 N / m 3 is laid, and a base panel is placed via the support legs and finished with a finishing material. The sum of the thermal resistances of both the base panel and the finishing material is 0.3 m 2. h ° C / kcal
It is solved by the following double floor structure.

【0006】[0006]

【発明の実施の形態】本発明にかかる圧縮強さ1〜6k
g/cm2 、厚さ20〜100mmの断熱材はコンクリ
ートスラブよりの熱損失を少なくすること及びこの断熱
材上に支持脚を載置することにより床衝撃音(軽量)の
低減の役割を果たすもので例えば押出法ポリスチレンフ
ォーム、硬質ウレタンフォーム、フェノールフォーム等
である。圧縮強さ1〜6kg/cm2 とする理由は支持
脚を安定して載荷するためと床衝撃音を緩衝するためで
ある。圧縮強さ1kg/cm2 以下になると支持脚より
の荷重に耐えられなくなり、6kg/cm2 以上になる
と剛性が増し、床衝撃音(軽量)遮断効果が少なくな
る。また厚さ20〜100mmの理由は20mm以下と
なると断熱効果が少なくなり、100mm以上になると
経済性が悪くなる。
BEST MODE FOR CARRYING OUT THE INVENTION Compressive strength according to the present invention 1-6k
The heat insulating material having a thickness of 20 g / cm 2 and a thickness of 20 to 100 mm plays a role in reducing the heat loss from the concrete slab and reducing the floor impact sound (light weight) by mounting the supporting legs on the heat insulating material. Examples thereof include extruded polystyrene foam, rigid urethane foam, and phenol foam. The reason for setting the compressive strength to 1 to 6 kg / cm 2 is to stably load the support legs and to cushion floor impact noise. When the compressive strength is 1 kg / cm 2 or less, it cannot withstand the load from the support legs, and when the compressive strength is 6 kg / cm 2 or more, the rigidity increases and the floor impact noise (light weight) blocking effect decreases. The reason for the thickness of 20 to 100 mm is that when the thickness is 20 mm or less, the heat insulating effect is reduced, and when the thickness is 100 mm or more, the economic efficiency is deteriorated.

【0007】本発明にかかる支持脚は支柱部と支持脚上
下台板からなり支柱部は高さ調整可能に作られている公
知の支柱部である。支持脚上下台板及び支柱部の材質は
木製、スチール製のいずれでもよいが、床部よりの荷重
に耐えるものであればよい。断熱材との接触率は下台板
面積×個数×100/床面積を示し個々の下台板は25
0〜1000cm2 程度で500mm間隔に配置する。
断熱材と支持脚下台板の接触率は10〜40%である。
接触率を10〜40%に限定する理由は10%未満では
床部よりの荷重が集中し、耐えられなくなり、断熱材の
破壊が起こりやすくなり、又40%を越えると床衝撃音
遮断性能(軽量)の低下をまねく。特に、緩衝材を下台
板と断熱材の間に敷設した場合はこの現象が顕著にな
る。
The supporting leg according to the present invention is a known supporting column comprising a supporting column and a supporting leg upper and lower base plate, the height of which is adjustable. The material of the support leg upper and lower base plates and the support portion may be made of wood or steel, but may be any material that can withstand the load from the floor. The contact ratio with the heat insulating material indicates the area of the lower base plate × the number × 100 / floor area, and each lower base plate is 25
They are arranged at intervals of 500 mm at about 0 to 1000 cm 2 .
The contact ratio between the heat insulating material and the support leg lower base plate is 10 to 40%.
The reason for limiting the contact ratio to 10 to 40% is that if it is less than 10%, the load from the floor is concentrated and it cannot withstand, and the heat insulating material is likely to break down. If it exceeds 40%, the floor impact sound insulation performance ( (Lightweight). In particular, this phenomenon becomes remarkable when the cushioning material is laid between the lower base plate and the heat insulating material.

【0008】本発明にかかる緩衝材はポリエステル、ポ
リエチレン、ビニロン、ナイロン等の繊維系不織布及び
ポリエチレン、ウレタン等の発泡材そしてこれらの複合
材で断熱材と支持脚下台板との間に敷設される。緩衝材
の静的バネ定数が0.5×106 〜9×106 N/m3
でなければならない理由は0.5×106 N/m3 未満
であると柔らか過ぎ、床の沈み込みが大きく安定しな
い。9×106 N/m3を越えると硬過ぎ、床衝撃音を
伝達しやすくなるためである。
The cushioning material according to the present invention is laid between the heat insulating material and the support leg lower base plate with a fibrous nonwoven fabric such as polyester, polyethylene, vinylon and nylon, a foamed material such as polyethylene and urethane, and a composite material thereof. . The static spring constant of the cushioning material is 0.5 × 10 6 to 9 × 10 6 N / m 3
The reason for this is that if it is less than 0.5 × 10 6 N / m 3 , the floor is too soft and the sink of the floor is not stable. If it exceeds 9 × 10 6 N / m 3 , it is too hard to easily transmit floor impact noise.

【0009】床下式空調で床暖房を行う場合、床部の熱
抵抗が0.3m2 h℃/kcal以下であると一般に使
用されているヒートポンプ式エアコン程度の熱源でも、
床温の立上がりが60分程度と早くなり、また到達温度
の維持調整が容易となり好ましい。このため本発明にか
かる下地パネルと仕上材の両者の熱抵抗の和が0.3m
2 h℃/kcal以下とすることにより快適な床暖房が
可能となる。本発明に使用される下地パネルは熱抵抗が
0.15m2 h℃/kcal以下のコンクリート板、ケ
イカル板、その他の無機系材質板が好ましい。パーチク
ルボード合板は暖房時ホルマリン等の有毒ガスを発生し
やすく好ましくない。また仕上材は熱抵抗が0.2m2
h℃/kcal以下のフローリング、カーペット、ビニ
ルシート、石材等があげられる。さらに仕上材は人への
影響が直接的であるためその熱伝導率は0.2kcal
/mh℃以下が好ましい。熱伝導率が高すぎると人の触
感が熱く感じたり、冷たく感じたりし過ぎ、不快となる
ためである。前記理由により両者の熱抵抗の和は0.3
2 h℃/kcal以下であるように両者の組み合わせ
を定めることが肝要である。
When floor heating is performed by underfloor air conditioning, a heat source such as a heat pump air conditioner which is generally used when the thermal resistance of the floor is 0.3 m 2 h ° C./kcal or less,
This is preferable because the rise of the bed temperature is as quick as about 60 minutes, and it is easy to maintain and adjust the attained temperature. Therefore, the sum of the thermal resistances of the base panel and the finishing material according to the present invention is 0.3 m.
By controlling the temperature to 2 h ° C./kcal or less, comfortable floor heating becomes possible. The base panel used in the present invention is preferably a concrete plate, a calcical plate, or another inorganic material plate having a thermal resistance of 0.15 m 2 h ° C./kcal or less. Particleboard plywood is not preferred because toxic gas such as formalin is easily generated during heating. The finish has a thermal resistance of 0.2 m 2.
Flooring, carpet, vinyl sheet, stone, etc. of h ° C / kcal or less can be mentioned. Furthermore, the thermal conductivity of the finishing material is 0.2 kcal because it has a direct effect on humans.
/ Mh ° C or lower is preferred. This is because if the thermal conductivity is too high, the human touch feels too hot or too cold, which is uncomfortable. For the above reason, the sum of the thermal resistances of both is 0.3
It is important to determine a combination of the two so that m 2 h ° C./kcal or less.

【0010】本発明の床構造は前記各要素を断熱材、緩
衝材、支持脚、下地パネルそして仕上げ材の順に施工
し、公知の方法によって固定及び接着することにより得
られる。 なお、断熱材と下地パネルとの間隔は70〜
150mm程度とし、熱源より温風又は冷風が床全体に
広がるよう、熱源と還流口を室の両辺に相対する位置に
設置することが好ましい。
The floor structure of the present invention can be obtained by applying the above-mentioned components in the order of a heat insulating material, a cushioning material, a supporting leg, a base panel, and a finishing material, and fixing and bonding them by a known method. The distance between the heat insulating material and the base panel is 70 to
It is preferable to set the heat source and the reflux port at positions opposite to both sides of the room so that the width is about 150 mm and the hot or cold air spreads over the entire floor from the heat source.

【0011】[0011]

【実施例】以下、本発明の実施例を図面に基いて説明す
る。 [実施例1]図1は、広さ10m2 、RCスラブ150
mmに施工した、本発明の二重床構造の概略断面図であ
る。熱源はヒートポンプエアコン、断熱材は圧縮強さ5
kg/cm2 のスチレン系押し出し発泡板(厚さ50m
m)、緩衝材は静的バネ定数2×106 N/m3 のポリ
エステル系不織布(厚さ10mm)、支持脚は、ボルト
部とナット部からなる高さ調整可能な支柱部(高さ10
0mm)と支持脚上台板(100mm×100mm×厚
さ15mm)と支持脚下台板(200mm×200mm
×厚さ21mm)からなり、該支持脚は500mmピッ
チで断熱材上に配設し、この支持脚を介して下地パネル
(熱抵抗:0.11m2 h℃/kcal、厚さ25m
m、寸法500mm×1000mmの無機質系パネル)
を敷設し、木質フローリング(熱抵抗:0.12m2
℃/kcal、厚さ12mm)で仕上げた。下地パネル
と仕上材フローリングの熱抵抗の和は0.23m2 h℃
/kcalとなる。図1のA部の詳細を図2に示した。
Embodiments of the present invention will be described below with reference to the drawings. Embodiment 1 FIG. 1 shows an RC slab 150 having an area of 10 m 2 .
It is the schematic sectional drawing of the double floor structure of this invention constructed in mm. The heat source is a heat pump air conditioner, and the insulation is compressive strength 5
kg / cm 2 extruded styrene foam board (50m thick
m), the cushioning material is a polyester-based nonwoven fabric (thickness: 10 mm) having a static spring constant of 2 × 10 6 N / m 3 , and the supporting legs are columns (height: 10) that can be adjusted in height.
0 mm), the support leg upper base plate (100 mm x 100 mm x thickness 15 mm) and the support leg lower base plate (200 mm x 200 mm)
× thickness 21 mm), and the supporting legs are arranged on a heat insulating material at a pitch of 500 mm, and a base panel (thermal resistance: 0.11 m 2 h ° C / kcal, thickness 25 m) is provided through the supporting legs.
m, inorganic panel with dimensions of 500 mm x 1000 mm)
Laying wood flooring (heat resistance: 0.12m 2 h
C / kcal, thickness 12 mm). The sum of the thermal resistance of the base panel and the finish flooring is 0.23m 2 h ° C
/ Kcal. FIG. 2 shows details of the portion A in FIG.

【0012】[比較例1]下地パネルをパーチクルボー
ド(熱抵抗:0.31m2 h℃/kcal、厚さ30m
m)にした以外は実施例1と同様にして比較例1とし
た。下地パネルと仕上げ材フローリングの熱抵抗の和は
0.43m2 h℃/kcalである。
[Comparative Example 1] A base panel was made of a particle board (thermal resistance: 0.31 m 2 h ° C / kcal, thickness: 30 m)
Comparative Example 1 was performed in the same manner as in Example 1 except that m) was used. The sum of the thermal resistances of the base panel and the finish flooring is 0.43 m 2 h ° C./kcal.

【0013】[比較例2]図3に要部を示す通り、支持
脚を直接コンクリートスラブ上に配設し、緩衝材を用い
ない以外は実施例1と同様にし比較例2とした。比較例
2の比較部分の詳細を図3に示した。
Comparative Example 2 As shown in FIG. 3, a supporting leg was directly disposed on a concrete slab, and Comparative Example 2 was performed in the same manner as in Example 1 except that no cushioning material was used. FIG. 3 shows the details of the comparative part of Comparative Example 2.

【0014】[試験]実施例1、比較例1、2の床構造
について床下送風により暖房を行い、室内床温度の測定
と軽量床衝撃音の測定を行い、図4に実施例1の床表面
温度昇温図、図5に比較例1の床表面温度昇温図そして
図6に軽量床衝撃音測定結果を示した。
[Test] The floor structures of Example 1 and Comparative Examples 1 and 2 were heated by blowing air under the floor to measure the indoor floor temperature and the light floor impact sound. FIG. 4 shows the floor surface of Example 1. A temperature rise diagram, FIG. 5 shows a floor surface temperature rise diagram of Comparative Example 1, and FIG. 6 shows a light floor impact sound measurement result.

【0015】[測定条件] ヒートポンプエアコン:三菱電機製MSZ−V226A
設定温度22℃ 床表面温度 :床表面の5か所の平均値 軽量床衝撃音 :JIS A 1418 建築物
の現場における床衝撃音レベルの測定方法に準ずる。 圧縮強さ :JIS K 7220 熱抵抗 :JIS A 1420
[Measurement conditions] Heat pump air conditioner: MSZ-V226A manufactured by Mitsubishi Electric
Set temperature 22 ° C Floor surface temperature: Average value of five places on the floor surface Lightweight floor impact sound: JIS A 1418 According to the method of measuring the floor impact sound level at a building site. Compressive strength: JIS K 7220 Thermal resistance: JIS A 1420

【0016】[考察]図4と図5の比較からも分るとお
り実施例1の床表面温度は60分程度で25℃になり、
床温度として最適な27℃に達して平行になる。これに
対し比較例1の床表面温度は立上がりが遅く、22℃に
て平行になる。この温度は床暖房としては低過ぎる。ま
た図6の軽量床衝撃音におけるJIS 1419 等級
線では実施例1はLL−50、比較例2はLL−65を
越える値を示すとおり本発明の二重床構造が従来方式で
ある比較例2に比べ等級において15dB程度改善され
ることが示されている。
[Consideration] As can be seen from a comparison between FIG. 4 and FIG. 5, the floor surface temperature of Example 1 becomes 25 ° C. in about 60 minutes.
It reaches the optimum 27 ° C. as the bed temperature and becomes parallel. In contrast, the floor surface temperature of Comparative Example 1 rises slowly and becomes parallel at 22 ° C. This temperature is too low for floor heating. In addition, in the JIS 1419 grade line for the light floor impact sound shown in FIG. 6, Example 1 shows a value exceeding LL-50 and Comparative Example 2 shows a value exceeding LL-65. Comparative Example 2 in which the double floor structure of the present invention is a conventional method. It is shown that the grade is improved by about 15 dB in comparison with the above.

【0017】[0017]

【発明の効果】本発明の二重床は、下地パネルと仕上材
の両者の熱抵抗の和を0.3m2 h℃/kcal以下と
することにより、床下送風式空調の快適性をより高める
効果と、更に、圧縮強さ1〜6kg/cm2 、厚さ20
〜100mmの断熱材と、静的バネ定数0.5×106
〜9×106 N/m3 の緩衝材と、断熱材と支持脚下台
板の接触率が10〜40%ととなる複数の支持脚を組み
合わせることにより軽量床衝撃音遮断性能アップの効果
を同時に達成することが可能となり、経済的にも優れる
効果を発揮する。
According to the double floor of the present invention, the comfort of under-floor air-conditioning is further improved by making the sum of the thermal resistances of both the base panel and the finishing material 0.3 m 2 h ° C./kcal or less. Effect, and furthermore, compressive strength 1-6 kg / cm 2 , thickness 20
Insulation material of ~ 100mm and static spring constant 0.5 × 10 6
Up to 9 × 10 6 N / m 3 of cushioning material and a plurality of supporting legs with a contact rate of 10 to 40% between the heat insulating material and the supporting leg lower base plate can be combined to improve the effect of lightweight floor impact sound insulation performance improvement. At the same time, it is possible to achieve this, and it is also economically advantageous.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の二重床構造の概略断面図FIG. 1 is a schematic sectional view of a double floor structure of the present invention.

【図2】図1のA部の拡大図FIG. 2 is an enlarged view of a portion A in FIG.

【図3】比較例2の図1におけるA部に相当する部分の
拡大図
FIG. 3 is an enlarged view of a portion corresponding to a portion A in FIG. 1 of Comparative Example 2.

【図4】実施例1の床表面温度昇温図FIG. 4 is a diagram showing a temperature rise of a floor surface in Example 1.

【図5】比較例1の床表面温度昇温図FIG. 5 is a diagram showing a rise in floor surface temperature in Comparative Example 1.

【図6】実施例1と比較例2の軽量床衝撃音測定結果を
示すグラフ
FIG. 6 is a graph showing light floor impact sound measurement results of Example 1 and Comparative Example 2.

【符号の説明】 1 支持脚 2 支持脚上台板 3 支持脚下台板 4 支柱部 5 緩衝材 6 断熱材 7 コンクリートスラブ 8 下地パネル 9 フローリング 10 ヒートポンプエアコン(室内ユニット) 11 ヒートポンプエアコン(室外ユニット) 12 窓 13 グレーチング(還流口) 14 坑道 15 ヒートポンプエアコン用パイプ[Description of Signs] 1 support leg 2 support leg upper base plate 3 support leg lower base plate 4 column 5 cushioning material 6 heat insulating material 7 concrete slab 8 base panel 9 flooring 10 heat pump air conditioner (indoor unit) 11 heat pump air conditioner (outdoor unit) 12 Window 13 Grating (return port) 14 Tunnel 15 Heat pump air conditioner pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートスラブ等よりなる床下地上
に、圧縮強さ1〜6kg/cm2 、厚さ20〜100m
mの断熱材を敷設し、該断熱材上に、断熱材と支持脚下
台板の接触率が10〜40%ととなる複数の支持脚を所
定の間隔に配設し、更に、断熱材と支持脚下台板との間
に静的バネ定数0.5×106 〜9×106 N/m3
緩衝材を敷設し、該支持脚を介して、下地パネルを載置
し、仕上げ材にて仕上し、下地パネルと仕上材の両者の
熱抵抗の和が0.3m2 h℃/kcal以下となる二重
床構造
1. A compressive strength of 1 to 6 kg / cm 2 and a thickness of 20 to 100 m on a floor substrate made of a concrete slab or the like.
m, and a plurality of support legs having a contact rate of 10 to 40% between the heat insulator and the support leg lower base plate are arranged on the heat insulator at predetermined intervals. A cushioning material having a static spring constant of 0.5 × 10 6 to 9 × 10 6 N / m 3 is laid between the support leg lower base plate and a base panel is placed via the support leg, and a finishing material is provided. Double floor structure in which the sum of the thermal resistances of both the base panel and the finishing material is 0.3 m 2 h ° C / kcal or less
JP33914396A 1996-10-11 1996-12-05 Double floor structure Pending JPH10169164A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33914396A JPH10169164A (en) 1996-10-11 1996-12-05 Double floor structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP8-287313 1996-10-11
JP28731396 1996-10-11
JP33914396A JPH10169164A (en) 1996-10-11 1996-12-05 Double floor structure

Publications (1)

Publication Number Publication Date
JPH10169164A true JPH10169164A (en) 1998-06-23

Family

ID=26556669

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33914396A Pending JPH10169164A (en) 1996-10-11 1996-12-05 Double floor structure

Country Status (1)

Country Link
JP (1) JPH10169164A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010139124A (en) * 2008-12-10 2010-06-24 Sumitomo Forestry Co Ltd Air-circulation type cooling/heating system
JP2011030696A (en) * 2009-07-31 2011-02-17 Suminoe Textile Co Ltd Carpet to be laid on floor heating
CN105442801A (en) * 2015-11-26 2016-03-30 江苏升茂塑胶制品有限公司 Array sensor type fireproof floor
CN106381982A (en) * 2016-11-16 2017-02-08 天津市天财新通科技发展有限公司 Anti-static ventilating floor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010139124A (en) * 2008-12-10 2010-06-24 Sumitomo Forestry Co Ltd Air-circulation type cooling/heating system
JP2011030696A (en) * 2009-07-31 2011-02-17 Suminoe Textile Co Ltd Carpet to be laid on floor heating
CN105442801A (en) * 2015-11-26 2016-03-30 江苏升茂塑胶制品有限公司 Array sensor type fireproof floor
CN106381982A (en) * 2016-11-16 2017-02-08 天津市天财新通科技发展有限公司 Anti-static ventilating floor
CN106381982B (en) * 2016-11-16 2019-02-26 深圳市中装建设集团股份有限公司 A kind of anti-static ventilation floor

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