JPH0752860Y2 - Base material for construction and ▲ body structure using the base material - Google Patents

Base material for construction and ▲ body structure using the base material

Info

Publication number
JPH0752860Y2
JPH0752860Y2 JP1990079415U JP7941590U JPH0752860Y2 JP H0752860 Y2 JPH0752860 Y2 JP H0752860Y2 JP 1990079415 U JP1990079415 U JP 1990079415U JP 7941590 U JP7941590 U JP 7941590U JP H0752860 Y2 JPH0752860 Y2 JP H0752860Y2
Authority
JP
Japan
Prior art keywords
base material
construction
base substrate
base
cushioning material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1990079415U
Other languages
Japanese (ja)
Other versions
JPH0437743U (en
Inventor
一郎 仲嶋
順一 池田
裕士 藤原
浩彦 新山
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.)
Kaneka Corp
Original Assignee
Kaneka Corp
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 Kaneka Corp filed Critical Kaneka Corp
Priority to JP1990079415U priority Critical patent/JPH0752860Y2/en
Publication of JPH0437743U publication Critical patent/JPH0437743U/ja
Application granted granted Critical
Publication of JPH0752860Y2 publication Critical patent/JPH0752860Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、コンクリート系建築物の躯体内面側、とりわ
け水平スラブ上に敷設したときには、その上面に張設す
る仕上材の素材にかかわらず、軽量衝撃音や重量衝撃音
の遮音性能並びに耐圧性能に優れた効果を発揮する建築
用下地材並びにその下地材を用いた躯体構造に関する。
[Detailed Description of the Invention] [Industrial field of application] The present invention, regardless of the material of the finishing material stretched on the upper surface of the concrete structure when it is laid on the inner surface of the body, especially on a horizontal slab, The present invention relates to a building base material that exhibits excellent effects of light impact sound and heavy shock sound insulation and pressure resistance, and a structure of a structure using the base material.

〔従来の技術〕[Conventional technology]

従来、コンクリート系建築物における躯体構造、例えば
床構造の一例としては、その水平スラブ上に板状の発泡
合成樹脂体よりなる下地材を敷設し、次いでその上面に
木質系素材よりなる仕上材を張設したものが知られてい
る。
Conventionally, as an example of a frame structure in a concrete-based building, for example, a floor structure, a base material made of a plate-shaped expanded synthetic resin body is laid on the horizontal slab, and then a finishing material made of a wood-based material is placed on the upper surface of the base material. It is known to be stretched.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

ところが、こうした床構造では上階から下階へ衝撃音、
とりわけ軽量衝撃音が伝播しやすく、騒音が問題となっ
ている。しかしながら、下地材の上に配設する仕上材が
軟質な絨毯等の繊維系素材では騒音が問題になっていな
い。これは、硬質な木質系素材ではその剛性が高く、更
に下地材である発泡合成樹脂体も又剛性が高いものであ
るため、緩衝効果並びに防振効果が小さく、遮音性能が
悪化するものと考えられる。
However, with such a floor structure, shock noise from the upper floor to the lower floor,
Especially, light impact sound is easily transmitted, and noise is a problem. However, noise is not a problem when the finishing material disposed on the base material is a soft material such as a carpet. It is considered that this is because hard wood-based materials have high rigidity, and the foaming synthetic resin body that is the base material also has high rigidity, so the cushioning effect and the vibration isolation effect are small, and the sound insulation performance deteriorates. To be

〔課題を解決するための手段〕[Means for Solving the Problems]

こうした従来の問題点を考慮して、本考案者らは種々の
実験を重ねていった。その結果、従来から知られていた
ように仕上材が軟質な素材では遮音性能の悪化は生じな
いという点に加えて、下地材の曲げ剛性が小さいと軽量
衝撃音の遮音性能だけでなく、重量衝撃音の遮音性能も
向上することが知見された。これは、発泡合成樹脂体よ
りなる下地材の厚みを順次変化させて実験した結果、判
明したものである。
In consideration of these conventional problems, the present inventors have conducted various experiments. As a result, in addition to the fact that soft finishing materials do not cause deterioration of sound insulation performance as is conventionally known, when the bending rigidity of the base material is small, not only the sound insulation performance of lightweight impact sound but also weight It was discovered that the sound insulation performance of impact sound is also improved. This has been found as a result of an experiment in which the thickness of a base material made of a foamed synthetic resin body was sequentially changed.

又、軽量衝撃音については、下地材の素材にも又比較的
軟質のものを利用すれば、遮音性能に優れることも知見
された。しかし、家具を置いたり、歩行による耐圧性能
や重量衝撃音の遮音性能については軟質な素材を用いる
と歪量が大きくなりすぎて、その性能が悪化する。即
ち、軽量衝撃音の遮音性能と耐圧性能や重量衝撃音の遮
音性能とは相反する関係にある。
It was also found that light impact sound is excellent in sound insulation performance by using a relatively soft material for the base material. However, with respect to pressure resistance due to furniture placement, walking, and sound insulation performance against heavy impact sound, when a soft material is used, the amount of distortion becomes too large and the performance deteriorates. That is, there is a contradictory relationship between the sound insulation performance of light impact sound and the pressure resistance performance or the sound insulation performance of heavy impact sound.

こうしたことを考慮した上で、コンクリート系建築物の
躯体内面側、とりわけ水平スラブ上に敷設したときに
は、その上面に張設する仕上材の素材にかかわらず、軽
量衝撃音や重量衝撃音の遮音性能並びに耐圧性能に優れ
た効果を発揮することを目的として、本考案者らは鋭意
検討した結果、本考案に想到したのである。
With this in mind, when laid on the inner surface of the concrete building, especially on a horizontal slab, the sound insulation performance of lightweight impact sound and heavy impact sound is irrespective of the material of the finishing material stretched on the upper surface. In addition, the inventors of the present invention have earnestly studied for the purpose of exerting an excellent effect on the pressure resistance performance, and as a result, have arrived at the present invention.

請求項1に係る建築用下地材は、下地基板に間隔をあけ
て上面をほぼ面一にして支持部を立設し、支持部間にお
いて下地基板の上面に複数の受け凸部を点在させて設
け、これら複数の受け凸部を介して下方より受け止めら
れる緩衝材をその上面を支持部上面よりも突出させ且つ
その全体が弾性変形可能な状態に支持部間に配設したも
のである。
The base material for construction according to claim 1 has a plurality of receiving projections on the upper surface of the base substrate, with the upper surface of the base substrate being substantially flush with the upper surface of the base substrate. The cushioning material is provided between the support portions such that the upper surface thereof protrudes from the support portion upper surface and the whole thereof is elastically deformable.

請求項2に係る建築用下地材は、下地基板に間隔をあけ
て上面をほぼ面一にして支持部を立設し、支持部間にお
いて下地基板の上面に複数の受け凸部を点在させて設
け、これら複数の受け凸部を介して下方より受け止めら
れる緩衝材をその上面を支持部上面よりも突出させ且つ
その全体が弾性変形可能な状態に支持部間に配設し、更
にこれらの上側に上面板を設けたものである。
According to a second aspect of the present invention, there is provided a base material for construction in which a plurality of receiving protrusions are scattered on the upper surface of the base substrate between the support parts with the upper surface of the base substrate being substantially flush with the upper surface. A cushioning material, which is received from below via the plurality of receiving projections, is arranged between the support portions such that the upper surface thereof protrudes from the upper surface of the support portion and the whole is elastically deformable. A top plate is provided on the upper side.

ここで、請求項3記載のように、下地基板を発泡合成樹
脂体で形成すること、請求項4記載のように、下地基板
及び上面板を発泡合成樹脂体で形成すること、請求項5
記載のように、低発泡合成樹脂体又は木質系素材よりな
る取付部材をその表面をほぼ面一にして上面板に埋設
し、この取付部材に仕上材を固定すること、請求項6記
載のように、上面板に取付ける取付部材の下に支持部を
立設すること、などが好ましい実施例である。
Here, as in claim 3, the base substrate is formed of a foamed synthetic resin body, and as in claim 4, the base substrate and the top plate are formed of a foamed synthetic resin body, and
7. As described above, the mounting member made of a low-foam synthetic resin body or a wood-based material is embedded in the upper surface plate with its surface substantially flush, and the finishing material is fixed to this mounting member. In addition, it is a preferred embodiment that the support portion is erected under the attachment member attached to the top plate.

また、請求項7記載のように、支持部の中心間の間隔を
15〜60cmの範囲内に設定したり、請求項8記載のよう
に、支持部の幅を10cm以下に設定したり、請求項9記載
のように、緩衝材上面の支持部上面よりの突出高さを0.
5〜5mmの範囲内したり、請求項10記載のように、緩衝材
の5%歪圧縮強さを0.05〜0.15kg/cm2の範囲内に設定し
たり、請求項11記載のように、緩衝材の圧縮弾性率を1.
0〜3.0kg/cm2の範囲内に設定してもよい。
In addition, as described in claim 7, the interval between the centers of the support portions is
It is set within the range of 15 to 60 cm, the width of the support portion is set to 10 cm or less as described in claim 8, and the protrusion height of the cushioning material upper surface from the support portion upper surface is set as described in claim 9. Sa is 0.
Within the range of 5 to 5 mm, or according to claim 10, the 5% strain compressive strength of the cushioning material is set within the range of 0.05 to 0.15 kg / cm 2 , or according to claim 11, The compressive elastic modulus of the cushioning material is 1.
It may be set within the range of 0 to 3.0 kg / cm 2 .

更に、請求項12記載のように、緩衝材としてウレタンフ
ォームを用いたり、請求項13記載のように、緩衝材の受
け面積が下地基板の面積の50%以上に設定したり、請求
項14記載のように、上面板の緩衝材と相対した面に受け
凸部を点在させて設けたりすることも可能である。
Further, as described in claim 12, urethane foam is used as the cushioning material, or as described in claim 13, the receiving area of the cushioning material is set to 50% or more of the area of the base substrate, As described above, it is possible to provide the receiving projections on the surface of the top plate facing the cushioning material in a scattered manner.

請求項15に係る躯体構造は、下地基板に間隔をあけて上
面をほぼ面一にして支持部を立設し、支持部間において
下地基板の上面に複数の受け凸部を点在させて設け、こ
れら複数の受け凸部を介して下方より受け止められる緩
衝材をその上面を支持部上面よりも突出させ且つその全
体が弾性変形可能な状態に支持部間に配設した下地材
を、コンクリート躯体の水平スラブ上に敷設し、次いで
その上面に仕上材を配設したものである。
In the frame structure according to claim 15, the supporting portion is provided upright with the upper surface of the underlying substrate substantially flush with the underlying substrate, and a plurality of receiving convex portions are provided on the upper surface of the underlying substrate between the supporting portions. , A base material having a cushioning material that is received from below via a plurality of receiving convex portions, the upper surface of which is projected from the upper surface of the support portion, and the entire base material is elastically deformable, and is provided between the support portions. Is laid on a horizontal slab and then a finishing material is arranged on the upper surface thereof.

請求項16に係る躯体構造は、下地基板に間隔をあけて上
面をほぼ面一にして支持部を立設し、支持部間において
下地基板の上面に複数の受け凸部を点在させて設け、こ
れら複数の受け凸部を介して下方より受け止められる緩
衝材をその上面を支持部上面よりも突出させ且つその全
体が弾性変形可能な状態に支持部間に配設し、更にこれ
らの上側に上面板を設けた下地材を、コンクリート躯体
の水平スラブ上に敷設し、次いでその上面に仕上材を張
設したものである。
In the frame structure according to claim 16, the support portion is provided upright with the upper surface of the base substrate substantially flush with the space therebetween, and a plurality of receiving convex portions are provided on the upper surface of the base substrate between the support portions in a scattered manner. , A cushioning material, which is received from below via the plurality of receiving convex portions, is arranged between the supporting portions such that the upper surface thereof protrudes from the upper surface of the supporting portion and the whole thereof is elastically deformable, and further above these. A base material provided with an upper surface plate is laid on a horizontal slab of a concrete skeleton, and then a finishing material is stretched on the upper surface.

〔作用〕[Action]

而して、こうした建築用下地材を用いてコンクリート系
建築物の躯体内面側、例えば水平スラブ上に軽量衝撃音
や重量衝撃音の遮音性能並びに耐圧性能に優れた躯体構
造を、床構造として具体化するには以下のようにするも
のである。まず、水平スラブ上に接着剤又はモルタル団
子を用いて、又は両者を併用させて下地材を、その緩衝
材側を上面、下地基板側を下面に向けて敷設する。次い
で、その上面に木質系素材等よりなる仕上材を張設す
る。そして、単位面積あたり比較的大きなものとはなら
ない家具等の積載荷重は緩衝材を介した一種の浮床構造
の状態で支持し、又人の歩行による歩行圧のように場合
によっては単位面積あたり比較的大きなものとなる移動
荷重は緩衝材をその支持部上面よりの突出部分の厚み分
だけ収縮させて仕上材や下地材の上面板を下地材の下地
基板から立設した支持部に当接させ、床の歪量を小さく
した状態で支持するものである。また、複数の受け凸部
上に緩衝材を配置させてあるので、受け凸部に対応する
緩衝材の弾性変形が促進され、軽量衝撃音の伝播が一層
効果的に抑制される。
Thus, by using such an architectural base material, a concrete structure as a floor structure is provided on the inner surface side of a concrete building, for example, on a horizontal slab, which has excellent sound insulation performance for light weight impact sound and heavy impact sound and pressure resistance. The following is how to implement it. First, a base material is laid on a horizontal slab by using an adhesive or a mortar dumpling, or by using both together, with the cushioning material side facing the upper surface and the base substrate side facing the lower surface. Then, a finishing material made of a wood-based material is stretched on the upper surface. The load of furniture, which is not relatively large per unit area, is supported in the state of a kind of floating floor structure through cushioning materials, and in some cases, such as walking pressure due to human walking, comparison per unit area The moving load, which is significantly larger, shrinks the cushioning material by the thickness of the protruding part from the upper surface of the supporting part and brings the top plate of the finishing material or the base material into contact with the supporting part standing upright from the base substrate of the base material. The floor is supported with a small amount of strain. Further, since the cushioning material is arranged on the plurality of receiving convex portions, the elastic deformation of the cushioning material corresponding to the receiving convex portions is promoted, and the propagation of the lightweight impact sound is further effectively suppressed.

こうした下地材はこの他、コンクリート系建築物の壁内
面側に設けて衝撃音の遮音性能に優れた躯体構造を、壁
構造として具体化することもできる。
In addition to this, such a base material may be provided on the inner surface side of the wall of a concrete building to embody as a wall structure a structure having excellent sound insulation of impact sound.

〔実施例〕〔Example〕

本考案に係る建築用下地材並びにその下地材を用いた躯
体構造の詳細を添付の図面にもとづき更に説明する。
The details of the architectural base material and the frame structure using the base material according to the present invention will be further described with reference to the accompanying drawings.

第1図には、本考案に係る下地材をコンクリート系建築
物の躯体である水平スラブ上に敷設して軽量衝撃音や重
量衝撃音の遮音性能並びに耐圧性能に優れた躯体構造
を、床構造として具体化した状態の縦断面図を示してい
る。
FIG. 1 shows a floor structure having a foundation material according to the present invention laid on a horizontal slab, which is the body of a concrete building, and having excellent sound insulation performance for light weight impact sound and heavy impact sound and pressure resistance. A vertical cross-sectional view of a state embodied as is shown.

図中1は水平スラブ、2はほぼ板状に形成されて水平ス
ラブ1上に接着剤又は図示していないがモルタル団子を
用いて、又は両者を併用させて敷設した下地材、3はこ
の下地材2上に釘4打ちによって、又はそれと接着剤を
併用させて張設した天然木複合フローリングよりなる仕
上材である。
In the figure, 1 is a horizontal slab, 2 is a substantially plate-shaped, and a base material laid on the horizontal slab 1 using an adhesive or a mortar dumpling (not shown), or a combination of both, 3 is this base It is a finishing material composed of a natural wood composite flooring stretched on the material 2 by nailing 4 or by using it together with an adhesive.

そして、下地材2は第2図(イ)(ロ)にその詳細を示
すように発泡ポリスチレン、又はその他従来の下地材と
同種の発泡合成樹脂体、又は繊維系断熱材よりなる下地
基板5の外周、並びに長さ方向を四等分するように横断
的に上面をほぼ面一にした支持部6をその下地基板5か
ら一体に立設し、この四つのロ字型を並設したようにな
った支持部6間に外周とこの支持部6の間に間隙が形成
されるようにして弾性変形可能な緩衝材7をその上面を
支持部6上面よりも突出させた状態で下面を下地基板5
のこの緩衝材7の配設面上に点在させて設けた平面視正
方形状の受け凸部8上面に接着剤を用いて止着するとと
もに、この緩衝材7の上面に下地基板5と同種又は異種
の発泡合成樹脂体よりなる上面板9を接着剤を用いて止
着して形成されたものである。尚、図中10は上面板9の
表面側にその表面を面一にして埋設された低発泡合成樹
脂体又は木質系素材よりなる仕上材3の釘4止めのため
の取付部材である。図示したものでは、この上面板9に
設ける取付部材10の下には支持部6が位置するようにし
ている。そして、この下地基板5、支持部6と上面板9
の素材としては、例えばポリスチレン発泡体の40倍成形
品が、又取付部材10はポリスチレン発泡体の2倍成形品
が好適である。しかし、下地基板5、支持部6と上面板
9の素材としては、こうした下地材2の用途に適したポ
リチスレン発泡体の他の発泡倍率の成形品や他の発泡合
成樹脂体の各種発泡倍率の成形品、又は繊維系断熱材が
利用可能である。又、取付部材10としては前記したよう
に木質系素材が利用可能である。
As shown in detail in FIGS. 2 (a) and 2 (b), the base material 2 is made of expanded polystyrene, or a foamed synthetic resin of the same type as other conventional base materials, or a base substrate 5 made of a fiber-based heat insulating material. A support portion 6 whose upper surface is substantially flush across the outer circumference and the lengthwise direction is equally erected from the underlying substrate 5 so that the four rectangular shapes are arranged side by side. The outer surface of the supporting member 6 is elastically deformable so that a gap is formed between the supporting member 6 and the supporting member 6. 5
Of the cushioning material 7 is fixed on the upper surface of the receiving convex portion 8 having a square shape in a plan view provided by being scattered on the disposing surface of the cushioning material 7, and the same type as the base substrate 5 is formed on the upper surface of the cushioning material 7. Alternatively, the upper surface plate 9 made of a different kind of foamed synthetic resin body is fixed by using an adhesive. Reference numeral 10 in the drawing denotes a mounting member for fixing the nail 4 to the finishing material 3 made of a low-foam synthetic resin body or a wood-based material, which is buried on the surface side of the upper surface plate 9 so that its surface is flush. In the illustrated example, the support portion 6 is positioned below the mounting member 10 provided on the upper surface plate 9. Then, the base substrate 5, the supporting portion 6 and the top plate 9
For example, a 40-fold molded product of polystyrene foam and a double-molded product of the polystyrene foam are suitable for the mounting member 10. However, as materials for the base substrate 5, the supporting portion 6 and the upper surface plate 9, there are various foaming ratios of polythylene foam suitable for the application of the base material 2 and other foaming ratios of other foamed synthetic resin bodies. Molded articles or fiber insulation can be used. Moreover, as the mounting member 10, a wood-based material can be used as described above.

そして、本考案では、単位面積あたり比較的大きなもの
とはならない家具等の積載荷重は緩衝材7を介した一種
の浮床構造の状態で支持し、又人の歩行による歩行圧の
ように場合によっては単位面積あたり比較的大きなもの
となる移動荷重は緩衝材7の支持部6よりの突出部分の
厚み分だけその全体を収縮させて上面板9を支持部6に
当接させ、床の歪量を小さくした状態で支持するもので
ある。こうしたことによって、このような下地材2を水
平スラブ1上に敷設したときには、その上面に張設する
仕上材の素材にかかわらず、上階で発生した衝撃を緩衝
材7をその支持部6上面よりの突出部分の厚み分だけ収
縮させることで緩衝させて衝撃音を小さくし、しかもこ
のとき上面板9を支持部6上面に当接させることで床の
歪量を小さくして歩行感を良好にするものである。
In the present invention, the load of furniture or the like, which is not relatively large per unit area, is supported in a state of a kind of floating floor structure through the cushioning material 7, and depending on the case such as walking pressure due to walking by a person, Is a relatively large moving load per unit area. The entire load is shrunk by the thickness of the protruding portion of the cushioning material 7 from the supporting portion 6, and the upper surface plate 9 is brought into contact with the supporting portion 6 to distort the floor. Is supported in a small state. Due to this, when such a base material 2 is laid on the horizontal slab 1, the shock generated in the upper floor is absorbed by the cushioning material 7 regardless of the material of the finishing material stretched on the upper surface of the horizontal support slab 6. The impact sound is reduced by contracting by the thickness of the protruding portion to reduce the impact sound, and at the same time, the upper plate 9 is brought into contact with the upper surface of the support portion 6 to reduce the amount of strain on the floor and improve the walking feeling. It is something to do.

次に、前記床構造の評価試験について説明する。Next, an evaluation test of the floor structure will be described.

第2図(ロ)に示す断面構造で各種寸法等を変更した第
1床構造と、第2図(ロ)に示す断面構造において取付
部材10を緩衝材7上に設けた第2床構造と、緩衝材7を
用いない下地材からなる第3床構造の3種類の床構造を
用いて、床衝撃音性能を検査し、表1のような結果を得
た。尚、第1床構造のNo.1、No.2に示すものが最良な形
態である。
A first floor structure in which various dimensions are changed in the sectional structure shown in FIG. 2B, and a second floor structure in which the mounting member 10 is provided on the cushioning member 7 in the sectional structure shown in FIG. The floor impact sound performance was inspected using three types of floor structures, that is, the third floor structure including the base material without using the cushioning material 7, and the results shown in Table 1 were obtained. Incidentally, No. 1 and No. 2 of the first floor structure are the best modes.

支持部6全体で構成する上面板9の受け面積は、即ち支
持部6上面の面積は、それを立設させた下地基板5の面
積の50%以下、好ましくは15〜25%の範囲内に設定され
るものである。この受け面積が50%以上の場合には、表
1の第1床構造のNo.4のように、重量衝撃音の遮音性能
が悪くなる。又、第2図(イ)中aとして示す支持部6
の中心間の間隔は15〜60cmの範囲内、好ましくは30〜45
cmの範囲内に設定されるものである。この支持部6の中
心間の間隔が15cm以下の場合には、表1の第2床構造に
示すように、重量衝撃音の遮音性能が悪くなり、60cm以
上の場合には歩行に際して床の歪量が大きくなって歩行
感が悪くなる。更に、同じく第2図(イ)中bとして示
す支持部6の幅は10cm以下に形成されるのが好ましい。
この支持部6の幅が10cm以上の場合には、表1の第1床
構造のNo.3のように、重量衝撃音の遮音性能が悪くな
る。又、第2図(ロ)中cとして示す上方より荷重が全
く付加されていないときの緩衝材7上面の支持部6上面
よりの突出高さは0.5〜5mmの範囲内に形成されるのが好
ましい。この緩衝材7上面の支持部6上面よりの突出高
さが0.5mm以下の場合には、表1の第1床構造のNo.5の
ように、軽量衝撃音と重量衝撃音の遮音性能の向上がみ
られない。そして、この突出高さが5mm以上の場合には
歩行時に床の歪量が大きくなりすぎて良好な歩行感がえ
られない。
The receiving area of the upper surface plate 9 composed of the entire supporting portion 6, that is, the area of the upper surface of the supporting portion 6 is 50% or less, preferably 15 to 25% of the area of the underlying substrate 5 on which it is erected. It is set. When the receiving area is 50% or more, the sound insulation performance of heavy impact sound is deteriorated as in No. 4 of the first floor structure in Table 1. Further, the supporting portion 6 shown as a in FIG.
The distance between the centers of the is within the range of 15-60 cm, preferably 30-45
It is set within the range of cm. When the distance between the centers of the support portions 6 is 15 cm or less, the sound insulation performance of heavy impact sound is deteriorated as shown in the second floor structure of Table 1, and when it is 60 cm or more, the floor distortion is caused when walking. The amount becomes large and the walking feeling becomes poor. Further, it is preferable that the width of the supporting portion 6, which is also shown as b in FIG. 2 (a), is formed to be 10 cm or less.
When the width of the support portion 6 is 10 cm or more, the sound insulation performance of heavy impact sound is deteriorated as in No. 3 of the first floor structure in Table 1. Further, the height of protrusion of the upper surface of the cushioning material 7 from the upper surface of the support portion 6 when no load is applied from above, which is shown as c in FIG. 2B, is formed within the range of 0.5 to 5 mm. preferable. When the height of protrusion of the upper surface of the cushioning material 7 from the upper surface of the support portion 6 is 0.5 mm or less, as shown in No. 5 of the first floor structure in Table 1, the sound insulation performance of the lightweight impact sound and the heavy impact sound is reduced. There is no improvement. When the protruding height is 5 mm or more, the amount of strain on the floor becomes too large during walking, and a good walking feeling cannot be obtained.

又、緩衝材7の5%歪圧縮強さは0.05〜0.15kg/cm2の範
囲内に設定されるのが好ましい。この5%歪圧縮強さが
0.05kg/cm2以下の場合には、表1の第1床構造のNo.9の
ように、重量衝撃音の遮音性能が悪くなり、0.15kg/cm2
以上の場合には、表1の第1床構造のNo.8のように、軽
量衝撃音の遮音性能の改良効果が小さくなる。更に、緩
衝材7の圧縮弾性率は1.0〜3.0kg/cm2の範囲内にあるの
が好ましい。
The 5% strain compressive strength of the cushioning material 7 is preferably set within the range of 0.05 to 0.15 kg / cm 2 . This 5% strain compression strength is
When it is less than 0.05kg / cm 2 , the sound insulation performance of heavy impact sound becomes worse as No. 9 of the first floor structure in Table 1, and 0.15kg / cm 2
In the above cases, as in No. 8 of the first floor structure in Table 1, the effect of improving the sound insulation performance of the lightweight impact sound becomes small. Furthermore, the compressive elastic modulus of the cushioning material 7 is preferably in the range of 1.0 to 3.0 kg / cm 2 .

又、図示したように上面板9に設ける取付部材10の下に
支持部6が位置するようにすれば、表1の第2床構造の
ように、重量衝撃音の遮音性能の改良効果が大きくなる
ことが、実験の結果、判明した。
Further, as shown in the figure, if the support portion 6 is located under the mounting member 10 provided on the top plate 9, the effect of improving the sound insulation performance for heavy impact sound is great as in the second floor structure of Table 1. It became clear as a result of the experiment.

次に、下地基板5や上面板9は緩衝材7よりも剛性が高
く、しかも硬質又は半硬質なものであって、その5%歪
圧縮強さは、例えば0.5〜5kg/cm2の範囲内、又圧縮弾性
率は、例えば10〜200kg/cm2の範囲内にあるものが好適
に利用できる。
Next, the base substrate 5 and the top plate 9 have higher rigidity than the cushioning material 7 and are hard or semi-hard, and their 5% strain compression strength is within the range of 0.5 to 5 kg / cm 2 , for example. Further, those having a compressive elastic modulus in the range of, for example, 10 to 200 kg / cm 2 can be suitably used.

そして、緩衝材7としては、ウレタンフォーム、又はポ
リプロピレン発泡体、ポリエチレン発泡体等のポリオレ
フィン系樹脂発泡体、塩化ビニル系樹脂発泡体、更には
天然ゴム、合成ゴム、天然ゴム発泡体、合成ゴム発泡体
等が利用可能である。又、下地基板5、支持部6や上面
板9は前記したようにポリスチレン発泡体等の他、グラ
スウール、ロックウール等の繊維系断熱材が利用可能で
ある。
As the cushioning material 7, urethane foam, or polyolefin resin foam such as polypropylene foam or polyethylene foam, vinyl chloride resin foam, and further natural rubber, synthetic rubber, natural rubber foam, synthetic rubber foam. The body etc. can be used. Further, as the base substrate 5, the support portion 6 and the upper surface plate 9, as described above, in addition to polystyrene foam or the like, fiber type heat insulating materials such as glass wool and rock wool can be used.

こうした下地材2は、例えば幅が600mm、長さが900mm、
全体の厚みが50〜120mmの範囲内に形成されるのが一般
的である。このうち、上面板9はその厚みが大きくなる
と軽量衝撃音や重量衝撃音の遮音性能が悪くなることか
ら、40mm以下、取付部材10を埋設することと遮音性能の
向上を併せて考えれば、20〜30mmの範囲内に形成するの
が好ましい態様といえる。そして、これに埋設される取
付部材10は、一般にその幅が40mm、厚みが20mm程度に形
成されるもので、第2図(イ)(ロ)に示すように断面
形状を長方形状に形成したり、第3図に示すようにI字
形状に形成したり、又は図示していないが台形状その他
の適宜な形状に形成することができる。
Such a base material 2 has, for example, a width of 600 mm and a length of 900 mm,
Generally, the entire thickness is formed within the range of 50 to 120 mm. Of these, the upper surface plate 9 has a poor sound insulation performance for light weight impact sound and heavy impact sound as the thickness thereof increases. Therefore, if the mounting member 10 is embedded within 40 mm or less and the sound insulation performance is improved, it is 20 It can be said that it is a preferable embodiment to form within a range of up to 30 mm. The mounting member 10 embedded in this is generally formed to have a width of about 40 mm and a thickness of about 20 mm. The mounting member 10 has a rectangular cross section as shown in FIGS. Alternatively, it may be formed in an I-shape as shown in FIG. 3, or may be formed in a trapezoidal shape or another suitable shape (not shown).

又、厚み150mmの水平スラブ上に圧縮弾性率が2.0kg/cm2
の緩衝材7を利用して下地材を第2図(イ)(ロ)に示
すように形成して敷設し、その上に仕上材3として天然
木複合フローリングを張設したもので、緩衝材7厚みに
種々のものを用いて実験した結果、緩衝材7はその厚み
が大きい方が遮音性能に優れることが判明した。この実
験結果によると、緩衝材7の厚みが10mmの場合にはLL
60、LH−55、厚みが40mmの場合にはLL−55、LH−55とな
り、その厚みを大きくすることによって、軽量衝撃音の
遮音性能が向上することがわかるのである。しかし、一
般住宅の床の厚みを考えた場合、緩衝材7の厚みは10〜
50mm程度が適当である。
In addition, the compression elastic modulus is 2.0 kg / cm 2 on a horizontal slab with a thickness of 150 mm.
A cushioning material 7 is used to form a base material as shown in FIGS. 2 (a) and 2 (b), which is laid, and a natural wood composite flooring is stretched thereon as a finishing material 3. As a result of experiments using various thicknesses, it was found that the thicker the cushioning material 7, the better the sound insulation performance. According to this experimental result, when the thickness of the cushioning material 7 is 10 mm, L L
60, L H -55, L L -55 when the thickness is 40 mm, L H -55 next by increasing its thickness, it is know that improves the sound insulation performance of lightweight impact sound. However, considering the thickness of the floor of a general house, the thickness of the cushioning material 7 is 10-
About 50mm is suitable.

而して、こうした下地材2を用いてコンクリート系建築
物の水平スラブ1に床構造を構築するには以下のように
する。まず、水平スラブ1上に接着剤又はモルタル団
子、又は両者を併用させて下地材2を、その上面板9側
を上面、下地基板5側を下面に向けて敷設する。次い
で、天然木複合フローリングよりなる仕上材3を第3図
に示すようにその側端に設けた実矧構造11部分で釘4に
よって下地材2の取付部材10に止着させて張設する。こ
のとき、仕上材3の下地材2への止着に接着剤を併用す
ることもある。
Then, the floor structure is constructed on the horizontal slab 1 of the concrete building by using the base material 2 as follows. First, the base material 2 is laid on the horizontal slab 1 by using an adhesive, mortar dumpling, or both in combination with the upper surface plate 9 side facing the upper surface and the base substrate 5 side facing the lower surface. Then, as shown in FIG. 3, the finishing material 3 made of natural wood composite flooring is stretched by fixing it to the attachment member 10 of the base material 2 with the nail 4 at the portion 11 of the actual hollow structure provided at the side end thereof. At this time, an adhesive may be used together for fixing the finishing material 3 to the base material 2.

ここで、第2図(イ)(ロ)に示す下地材2では下地基
板5の緩衝材7の配設面上に第4図(イ)に示すような
平面視正方形状の受け凸部8を点在させて設け、この上
面に緩衝材7の下面を止着している。このような受け凸
部8を設けるときには、緩衝材7との受け面積が小さい
方が、例えば緩衝材7下面の面積の10〜30%の範囲内、
とりわけ20%程度で接触しているのが好ましい。10%以
下の場合には、表1の第1床構造のNo.6のように、重量
衝撃音の遮音性能が悪くなり、30%以上の場合には、表
1の第1床構造のNo.7のように、軽量衝撃音の遮音性能
の悪くなる。こうした受け凸部8を設けたときには、軽
量衝撃音の遮音性能がLL3〜5程度向上するのが判明し
た。又、受け凸部8の高さは、2mm以上に設定すると、
歩行に際して床の歪量が大きくなって歩行感が悪くなる
ので、2mm以下が好ましい。そして、その形状について
は、第4図(ロ)に示すように平面視六角形状、又
(ハ)に示すように平面視円形状に形成したり、第5図
(イ)に示すように上面と下面が同じ大きさにしたり、
又(ロ)に示すように上面が下面よりも小さくなるよう
にすることができる。
Here, in the base material 2 shown in FIGS. 2A and 2B, the receiving projection 8 having a square shape in plan view as shown in FIG. 4A is provided on the surface of the base substrate 5 on which the cushioning material 7 is provided. Are provided in a scattered manner, and the lower surface of the cushioning material 7 is fixed to this upper surface. When such a receiving convex portion 8 is provided, a smaller receiving area with the cushioning material 7 is, for example, within a range of 10 to 30% of the area of the lower surface of the cushioning material 7,
It is particularly preferable that the contact is about 20%. When it is 10% or less, the sound insulation performance of heavy impact sound is deteriorated as in No. 6 of the first floor structure in Table 1, and when it is 30% or more, it is No. 1 of the first floor structure in Table 1. As in .7, the sound insulation performance of light impact sound is deteriorated. It has been found that when such a receiving convex portion 8 is provided, the sound insulation performance of the lightweight impact sound is improved by about L L 3 to 5. If the height of the receiving projection 8 is set to 2 mm or more,
Since the amount of strain on the floor increases during walking and the feeling of walking becomes poor, 2 mm or less is preferable. Regarding the shape, as shown in FIG. 4 (b), a hexagonal shape in plan view, a circular shape in plan view as shown in (c), or a top surface as shown in FIG. 5 (a). And make the bottom surface the same size,
Further, as shown in (b), the upper surface can be made smaller than the lower surface.

次に、第6図には本考案に係る下地材の他の実施例を示
している。ここに示した下地材2は、支持部6をその側
方が開放した状態で下地基板5から立設したものであ
る。
Next, FIG. 6 shows another embodiment of the base material according to the present invention. The base material 2 shown here is one in which the support portion 6 is erected from the base substrate 5 in a state in which its side is open.

更に、第7図には本考案に係る下地材の更に他の実施例
を示している。この下地材2は、緩衝材7の上面に上面
板9を設けることなく、直接仕上材3を取付けるように
したものである。そして、この下地材2は仕上材3とと
もに、水平スラブ1上に直接敷設できるようにするた
め、緩衝材7の上面に接着剤等を介してあらかじめ仕上
材3を取付けている。
Furthermore, FIG. 7 shows still another embodiment of the base material according to the present invention. In this base material 2, the finishing material 3 is directly attached without providing the upper surface plate 9 on the upper surface of the cushioning material 7. The base material 2 is attached to the upper surface of the cushioning material 7 with an adhesive or the like in advance so that the base material 2 can be laid directly on the horizontal slab 1 together with the finish material 3.

図示した実施例の他、下地基板5と支持部6を同種の素
材によって別体にしたり、又は異種の素材によって両者
を形成して接着等の手段を利用して支持部6を下地基板
5に立設することもできる。又、支持部6の配設状態は
使用対象に応じて平行状に配設する等適宜設定すること
が可能である。更に、緩衝材7はその下面を下地基板5
に設けた受け凸部8に接着することなく、単に置くだけ
の状態で配設することもできる。そして、緩衝材7の外
周と支持部6の間には、緩衝材7の全体が圧縮変形可能
であるなら、必ずしも間隙が形成されるようにする必要
性はない。又、上面板9の緩衝材7と相対した面に受け
凸部8を点在させて設けることも可能である。
In addition to the embodiment shown in the drawings, the base substrate 5 and the supporting portion 6 may be made of the same kind of material and separated from each other, or they may be formed of different materials and the supporting portion 6 may be attached to the base substrate 5 by means of adhesion or the like. It can also be installed upright. Further, the arrangement state of the support portions 6 can be appropriately set such that the support portions 6 are arranged in parallel according to the object of use. Further, the cushioning material 7 has its lower surface on the base substrate 5
It is also possible to dispose it in a state of simply placing it without adhering to the receiving convex portion 8 provided on the. If the entire cushioning material 7 can be compressed and deformed between the outer periphery of the cushioning material 7 and the support portion 6, it is not always necessary to form a gap. It is also possible to intersperse the receiving projections 8 on the surface of the top plate 9 facing the cushioning material 7.

更に、第8図、第9図にはそれぞれ仕上材の他の実施例
を示している。第8図に示す仕上材3は、木質系素材よ
りなる表面材12の下面に軟質発泡合成樹脂体又は軟質合
成樹脂体よりなる防振材13を積層し、その下面に更に同
じく木質系素材よりなる裏面材14を積層したものであ
る。又、第9図に示す仕上材3は、第8図に示す仕上材
3の裏面材14に開口幅のある溝15を方眼状又は平行状に
設けたものである。この第8図、第9図に示す仕上材3
を第1図に示す天然木複合フローリングに代えて下地材
2上に張設すれば、軽量衝撃音の遮音性能が一層向上す
る。
Further, FIGS. 8 and 9 show other examples of finishing materials. The finishing material 3 shown in FIG. 8 is such that a soft foam synthetic resin body or a vibration isolator 13 made of a soft synthetic resin material is laminated on the lower surface of a surface material 12 made of a wood-based material, and the lower surface thereof is also made of a wood-based material. The back material 14 is laminated. Further, the finishing material 3 shown in FIG. 9 is one in which grooves 15 having an opening width are provided in a grid shape or a parallel shape on the back surface material 14 of the finishing material 3 shown in FIG. Finishing material 3 shown in FIGS. 8 and 9
By substituting on the base material 2 in place of the natural wood composite flooring shown in FIG. 1, the sound insulation performance of lightweight impact sound is further improved.

こうした下地材2はこの他、コンクリート系建築物の壁
内面側に設けて衝撃音の遮音性能に優れた躯体構造を、
壁構造として具体化することもできる。
In addition to this, the base material 2 is provided on the inner surface side of the wall of the concrete building, and has a frame structure excellent in sound-insulating performance of impact sound,
It can also be embodied as a wall structure.

〔考案の効果〕[Effect of device]

以上のようになる本考案に係る建築用下地材を用いてコ
ンクリート建築物に躯体構造、とりわけ床構造を構築す
れば、その上面に張設する仕上材の素材にかかわらず、
上階で発生した衝撃を緩衝材をその支持部上面よりの突
出部分の厚み分だけ収縮させることとその素材の持つ弾
性によって緩衝させるから、衝撃音、とりわけ軽量衝撃
音の遮音性能が向上し、しかもこのとき仕上材や下地材
の上面板を下地材の下地基板から立設した支持部に当接
させるから、耐圧性能が向上して床の歪量が小さくな
る。そして、床の歪量が小さくなる結果として、歩行感
が良好になる。また、下地基板の上面に複数の受け凸部
を設け、その上に緩衝材を配置させるという簡単な構成
で、下地材が厚くなることを防止しつつ、軽量衝撃音の
遮音性能を一層向上することが可能となる。
If a frame structure, especially a floor structure, is constructed in a concrete building using the building base material according to the present invention as described above, regardless of the material of the finishing material stretched on the upper surface,
By absorbing the shock generated in the upper floor by the amount of the thickness of the protruding part from the upper surface of the support part and absorbing it by the elasticity of the material, the sound insulation performance of impact sound, especially lightweight impact sound is improved, In addition, at this time, since the top plate of the finishing material or the base material is brought into contact with the support portion standing upright from the base substrate of the base material, the pressure resistance performance is improved and the amount of floor strain is reduced. Then, as a result of the amount of strain on the floor being reduced, the walking feeling is improved. In addition, a simple structure in which a plurality of receiving protrusions are provided on the upper surface of the base substrate and a cushioning material is arranged on the receiving protrusions prevents the base material from becoming thick and further improves the sound insulation performance of lightweight impact sound. It becomes possible.

更に、下地材を構成する下地基板や上面板を発泡合成樹
脂体で作製し、緩衝材をウレタンフォームなどの発泡体
で作製すると、下地材の剛性を十分に確保しつつその重
量を軽減して、施工作業を簡単化できるとともに、下地
材の製作コストを低減することが可能となる。
Furthermore, if the base substrate and top plate that make up the base material are made of foamed synthetic resin and the cushioning material is made of foam such as urethane foam, the weight of the base material can be reduced while ensuring sufficient rigidity. The construction work can be simplified, and the manufacturing cost of the base material can be reduced.

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

第1図は本考案に係る躯体構造を、床構造として具体化
した状態の縦断面図、第2図(イ)は本考案に係る下地
材の一例を示す上面板を取除いた状態の平面図、(ロ)
は下地材の縦断正面図、第3図は第1図の要部を示す拡
大縦断面図、第4図(イ)(ロ)(ハ)は受け凸部の平
面状態の形状を示す説明図、第5図(イ)(ロ)は同じ
く側面状態の形状を示す説明図、第6図は下地材の他の
実施例を示す縦断面図、第7図は下地材の更に他の実施
例を示し、その上面に仕上材を一体に積層した状態の縦
断面図、第8図,第9図はそれぞれ仕上材の他の実施例
を示す縦断面図である。 1:水平スラブ、2:下地材、3:仕上材、4:釘、5:下地基
板、6:支持部、7:緩衝材、8:受け凸部、9:上面板、10:
取付部材、11:実矧構造、12:表面材、13:防振材、14:裏
面材、15:溝。
FIG. 1 is a vertical cross-sectional view of a concrete structure of the present invention embodied as a floor structure, and FIG. 2 (a) is a plan view showing an example of a base material of the present invention with a top plate removed. Figure, (b)
Is a vertical sectional front view of the base material, FIG. 3 is an enlarged vertical sectional view showing an essential part of FIG. 1, and FIGS. 4 (a), (b), and (c) are explanatory views showing the planar shape of the receiving projection. 5 (a) and (b) are explanatory views showing the shape of the side surface in the same manner, FIG. 6 is a longitudinal sectional view showing another embodiment of the base material, and FIG. 7 is still another embodiment of the base material. FIG. 8 is a vertical sectional view showing a state in which a finishing material is integrally laminated on its upper surface, and FIGS. 8 and 9 are vertical sectional views showing other embodiments of the finishing material. 1: Horizontal slab, 2: Base material, 3: Finishing material, 4: Nails, 5: Base substrate, 6: Support part, 7: Buffer material, 8: Receiving convex part, 9: Top plate, 10:
Mounting member, 11: Actual structure, 12: Surface material, 13: Anti-vibration material, 14: Back material, 15: Groove.

Claims (16)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】下地基板に間隔をあけて上面をほぼ面一に
して支持部を立設し、支持部間において下地基板の上面
に複数の受け凸部を点在させて設け、これら複数の受け
凸部を介して下方より受け止められる緩衝材をその上面
を支持部上面よりも突出させ且つその全体が弾性変形可
能な状態に支持部間に配設した建築用下地材。
1. A support portion is provided upright on a base substrate with a top surface thereof substantially flush with each other, and a plurality of receiving convex portions are provided on the top surface of the base substrate in a space between the support portions. A construction base material in which a cushioning material that is received from below via a receiving convex portion is arranged between support portions such that the upper surface thereof protrudes from the upper surface of the support portion and the whole is elastically deformable.
【請求項2】下地基板に間隔をあけて上面をほぼ面一に
して支持部を立設し、支持部間において下地基板の上面
に複数の受け凸部を点在させて設け、これら複数の受け
凸部を介して下方より受け止められる緩衝材をその上面
を支持部上面よりも突出させ且つその全体が弾性変形可
能な状態に支持部間に配設し、更にこれらの上側に上面
板を設けた建築用下地材。
2. A support portion is provided upright on the base substrate with a space therebetween so that the top surfaces thereof are substantially flush with each other, and a plurality of receiving convex portions are provided on the top surface of the base substrate in a space between the support portions. The cushioning material, which is received from below via the receiving convex portion, is arranged between the support portions such that the upper surface of the cushioning material protrudes from the upper surface of the support portion and the whole is elastically deformable, and the upper surface plate is provided on the upper side thereof. Foundation material for construction.
【請求項3】下地基板が発泡合成樹脂体で形成された実
用新案登録請求の範囲第1項記載の建築用下地材。
3. The construction base material according to claim 1, wherein the base substrate is formed of a foamed synthetic resin body.
【請求項4】下地基板及び上面板が発泡合成樹脂体で形
成された実用新案登録請求の範囲第2項記載の建築用下
地材。
4. The construction base material according to claim 2, wherein the base substrate and the top plate are formed of a foamed synthetic resin body.
【請求項5】低発泡合成樹脂体又は木質系素材よりなる
取付部材をその表面をほぼ面一にして上面板に埋設し、
この取付部材に仕上材を固定した実用新案登録請求の範
囲第2項又は第4項記載の建築用下地材。
5. A mounting member made of a low-foam synthetic resin body or a wood-based material is embedded in an upper surface plate so that its surface is substantially flush,
The construction base material according to claim 2 or 4, wherein a finishing material is fixed to the mounting member.
【請求項6】上面板に取付ける取付部材の下に支持部を
立設した実用新案登録請求の範囲第5項記載の建築用下
地材。
6. The construction base material according to claim 5, wherein a support portion is provided upright under a mounting member to be mounted on the top plate.
【請求項7】支持部の中心間の間隔が15〜60cmの範囲内
である実用新案登録請求の範囲第1項〜第6項のうちの
いずれか1項に記載の建築用下地材。
7. The base material for construction according to any one of claims 1 to 6, wherein the distance between the centers of the supporting portions is within a range of 15 to 60 cm.
【請求項8】支持部の幅が10cm以下である実用新案登録
請求の範囲第1項〜第7項のうちのいずれか1項に記載
の建築用下地材。
8. The base material for construction according to any one of claims 1 to 7, wherein the width of the support portion is 10 cm or less.
【請求項9】緩衝材上面の支持部上面よりの突出高さが
0.5〜5mmの範囲内である実用新案登録請求の範囲第1項
〜第8項のうちのいずれか1項に記載の建築用下地材。
9. The height of protrusion of the upper surface of the cushioning material from the upper surface of the support portion is
The base material for construction according to any one of claims 1 to 8 in which a utility model is registered within a range of 0.5 to 5 mm.
【請求項10】緩衝材の5%歪圧縮強さが0.05〜0.15kg
/cm2の範囲内である実用新案登録請求の範囲第1項〜第
9項のうちのいずれか1項に記載の建築用下地材。
10. The 5% strain compressive strength of the cushioning material is 0.05 to 0.15 kg.
The construction base material according to any one of claims 1 to 9 in which the utility model is registered within the range of / cm 2 .
【請求項11】緩衝材の圧縮弾性率が1.0〜3.0kg/cm2
範囲内である実用新案登録請求の範囲第1項〜第10項の
うちのいずれか1項に記載の建築用下地材。
11. The construction base material according to claim 1, wherein the cushioning material has a compressive elastic modulus within a range of 1.0 to 3.0 kg / cm 2. Material.
【請求項12】緩衝材がウレタンフォームである実用新
案登録請求の範囲第1項〜第11項のうちのいずれか1項
に記載の建築用下地材。
12. The construction base material according to any one of claims 1 to 11, wherein the cushioning material is urethane foam.
【請求項13】緩衝材の受け面積が下地基板の面積の50
%以上である実用新案登録請求の範囲第1項〜第12項の
うちのいずれか1項に記載の建築用下地材。
13. The receiving area of the cushioning material is 50 times the area of the base substrate.
% Or more, the architectural base material according to any one of claims 1 to 12 in the utility model registration claim.
【請求項14】上面板の緩衝材と相対した面に受け凸部
を点在させて設けた実用新案登録請求の範囲第2項又は
第4項又は第5項又は第6項記載の建築用下地材。
14. A construction for construction according to claim 2, claim 4, claim 5, or claim 6, wherein the receiving projections are provided on the surface of the upper surface plate facing the cushioning material in a scattered manner. Base material.
【請求項15】下地基板に間隔をあけて上面をほぼ面一
にして支持部を立設し、支持部間において下地基板の上
面に複数の受け凸部を点在させて設け、これら複数の受
け凸部を介して下方より受け止められる緩衝材をその上
面を支持部上面よりも突出させ且つその全体が弾性変形
可能な状態に支持部間に配設した下地材を、コンクリー
ト躯体の水平スラブ上に敷設し、次いでその上面に仕上
材を配設した躯体構造。
15. A support part is provided upright on the base substrate with a space therebetween so that its upper surface is substantially flush with each other, and a plurality of receiving convex parts are provided on the top face of the base substrate in a space between the support parts. On the horizontal slab of the concrete skeleton, the cushioning material that is received from below via the receiving convex portion The structure of the skeleton, which is laid on the top of which is then placed a finishing material on the top surface.
【請求項16】下地基板に間隔をあけて上面をほぼ面一
にして支持部を立設し、支持部間において下地基板の上
面に複数の受け凸部を点在させて設け、これら複数の受
け凸部を介して下方より受け止められる緩衝材をその上
面を支持部上面よりも突出させ且つその全体が弾性変形
可能な状態に支持部間に配設し、更にこれらの上側に上
面板を設けた下地材を、コンクリート躯体の水平スラブ
上に敷設し、次いでその上面に仕上材を張設した躯体構
造。
16. A support portion is provided upright on the base substrate so that the top surface is substantially flush with the base substrate, and a plurality of receiving convex portions are provided on the top surface of the base substrate in a space between the support portions. The cushioning material, which is received from below via the receiving convex portion, is arranged between the support portions such that the upper surface of the cushioning material protrudes from the upper surface of the support portion and the whole is elastically deformable, and the upper surface plate is provided on the upper side thereof. A base structure in which a base material is laid on a horizontal slab of a concrete structure, and then a finishing material is stretched on the upper surface.
JP1990079415U 1990-07-25 1990-07-25 Base material for construction and ▲ body structure using the base material Expired - Lifetime JPH0752860Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990079415U JPH0752860Y2 (en) 1990-07-25 1990-07-25 Base material for construction and ▲ body structure using the base material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990079415U JPH0752860Y2 (en) 1990-07-25 1990-07-25 Base material for construction and ▲ body structure using the base material

Publications (2)

Publication Number Publication Date
JPH0437743U JPH0437743U (en) 1992-03-30
JPH0752860Y2 true JPH0752860Y2 (en) 1995-12-06

Family

ID=31623559

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990079415U Expired - Lifetime JPH0752860Y2 (en) 1990-07-25 1990-07-25 Base material for construction and ▲ body structure using the base material

Country Status (1)

Country Link
JP (1) JPH0752860Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007070987A (en) * 2005-09-09 2007-03-22 Bridgestone Corp Sound insulating floor board

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53104019U (en) * 1977-01-26 1978-08-22
JPS6369245U (en) * 1986-10-27 1988-05-10
JPH01173246U (en) * 1988-05-26 1989-12-08

Also Published As

Publication number Publication date
JPH0437743U (en) 1992-03-30

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