JPH06100008B2 - Floor base material - Google Patents
Floor base materialInfo
- Publication number
- JPH06100008B2 JPH06100008B2 JP34378289A JP34378289A JPH06100008B2 JP H06100008 B2 JPH06100008 B2 JP H06100008B2 JP 34378289 A JP34378289 A JP 34378289A JP 34378289 A JP34378289 A JP 34378289A JP H06100008 B2 JPH06100008 B2 JP H06100008B2
- Authority
- JP
- Japan
- Prior art keywords
- base material
- floor
- plates
- lower 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.)
- Expired - Fee Related
Links
Landscapes
- Floor Finish (AREA)
Description
【発明の詳細な説明】 産業上の利用分野 本発明はコンクリートスラブ上に床組する場合等に好適
に用いられる床下地材に関する。TECHNICAL FIELD The present invention relates to a floor base material which is preferably used when assembling a floor onto a concrete slab.
従来技術 特公昭57−20465号に示されるように、多数の集合ブロ
ックを、可撓性連結材にて連結した床下地材が知られて
おり、これらの集合ブロックはコンクリートの流し込み
成形等により形成されている。この床下地材は個々のブ
ロックが互いに可撓性連結材にて連結されつつフレキシ
ブル性を有し、コンクリート建築物のスラブ上への床組
下地材として使用されている。BACKGROUND ART As shown in Japanese Patent Publication No. 57-20465, there is known a floor base material in which a large number of aggregate blocks are connected by a flexible connecting material, and these aggregate blocks are formed by casting of concrete or the like. Has been done. This floor base material has flexibility while individual blocks are connected to each other by a flexible connecting material, and is used as a floor base material on a slab of a concrete building.
発明が解決しようとする問題点 床下地材は配線や配管スペースの確保のための嵩上げ手
段としての側面と、重量機器や什器を竪牢に支える床材
支持手段としての側面を有しているが、上記床下地材は
そのフレキシブル性により床施工面に容易に均し敷設が
行なえる利点を有する反面、上記集合ブロックの材質を
硬質にし竪牢なものとしたり嵩高にすると高重量となっ
て可搬性や施工性を悪化する欠点があり、逆に軽量化を
図らんとして軽量コンクリート等の軽量質材を用いる
と、耐衝撃性等が低下するという背反する問題点を内在
している。Problems to be Solved by the Invention Although the floor base material has a side surface as a raising means for securing wiring and piping space and a side surface as a floor material supporting means for supporting heavy equipment and fixtures in a prison. The flooring base material has the advantage that it can be easily leveled on the floor construction surface due to its flexibility, but on the other hand, if the material of the aggregate block is made hard and it is made to be a prison or bulky, it becomes heavy. There is a drawback that portability and workability are deteriorated, and conversely, when a lightweight material such as lightweight concrete is used to reduce the weight, impact resistance and the like are deteriorated, which is a contradictory problem.
本発明は上記床下地材を嵩高にすることを可能にしなが
ら床材敷設面における耐衝撃構造を容易に採り得るよう
にし、しかも全体として軽量化できるようにした、上記
フレキシブル性を有効に生かすことができる床下地材を
提供するものである。よって上記従来の床下地材の問題
点を適正に解決したものである。The present invention makes it possible to make the floor base material bulky while easily adopting an impact resistant structure on the laying surface of the floor material, and further making it possible to reduce the weight as a whole, effectively utilizing the above-mentioned flexibility. It is intended to provide a floor base material capable of Therefore, the above problems of the conventional floor base material are properly solved.
問題点を解決するための手段 上記問題点を解決する手段として、上記床下地材を床材
を支持する上部下地材と、床施工面に支持される下部下
地材とによって形成し、該上下下地材間をスペーサを介
して連結し一体中空構造にすると共に、上記上部下地材
と下部下地材とを多数の板から成る集合板にて形成し、
少なくとも一方の集合板の各板間を可撓性連結材を介し
て連結して該集合板の各板間にフレキシブル性を保有さ
せるように構成したものである。Means for Solving Problems As a means for solving the above problems, the floor base material is formed by an upper base material supporting a floor material and a lower base material supported on a floor construction surface, and the upper and lower base materials are formed. While connecting the materials through a spacer to form an integral hollow structure, the upper base material and the lower base material are formed by a collective plate composed of a large number of plates,
The plates of at least one of the collecting plates are connected to each other through a flexible connecting member so that the plates of the collecting plate have flexibility.
作用 上記床下地材は上記下部下地材を似ってコンクリートス
ラブ等の床施工面に敷設され、上部下地材と下部下地材
たる集合板の各板間においてフレキシブル性を生じて、
同床施工面に均し敷設され、上部下地材の上面に床仕上
がなされる。The above-mentioned floor base material is laid on a floor construction surface such as a concrete slab similar to the lower base material, and flexibility is generated between each of the upper base material and the lower base material collecting plate,
It is laid evenly on the same floor construction surface, and the floor is finished on the upper surface of the upper base material.
上記によりスペーサを介して床下地材全体の嵩上げが図
られ、上部下地材を任意に選択して床材敷設面側におけ
る耐衝撃強度の強化を図る構造とすることができ、同時
に上記複合構造にて全体としての軽量化をも図り得る。Due to the above, the entire floor base material is raised through the spacers, and it is possible to arbitrarily select the upper base material to enhance the impact resistance strength on the floor material laying surface side, and at the same time, to the above composite structure. The overall weight can also be reduced.
又床組構造全体を嵩上げして配管スペース等を確保する
と共に、同床組内部の中空構造を利用し配線等が行なえ
る。Further, the entire floor assembly structure is raised to secure a piping space and the like, and the hollow structure inside the floor assembly can be used for wiring and the like.
実施例 以下本発明の実施例を第1図乃至第5図に基いて説明す
る。Embodiment An embodiment of the present invention will be described below with reference to FIGS. 1 to 5.
床下地材1は床材を支持する上部下地材2と床施工面に
支持される下部下地材3とにより形成され、該上部下地
材2と下部下地材3間をスペーサ4を介して一体構造に
し且つ上下下地材2,3間を中空構造にする。The floor base material 1 is formed by an upper base material 2 that supports the floor material and a lower base material 3 that is supported on the floor construction surface. The upper base material 2 and the lower base material 3 are integrally structured with a spacer 4 interposed therebetween. In addition, a hollow structure is formed between the upper and lower base materials 2 and 3.
上記上部下地材2と下部下地材3とは夫々多数枚の板
5′,6′を平面的に並べた集合板5,6にて形成すると共
に、上下下地材2,3たる集合板5,6の板5′,6′間に夫々
フレキシブル性を保有させる。The upper base material 2 and the lower base material 3 are respectively formed by a large number of plates 5 ', 6'assembled plates 5 and 6 arranged in a plane, and upper and lower base materials 2, 3 as a collective plate 5, Flexibility is provided between the 6 plates 5'and 6 ', respectively.
上記上下下地材2,3をスペーサ4を介して一体構造とし
つつ全体としてフレキシブル性を保有させる手段とし
て、第2図に示すように、上部下地材2を形成する集合
板5の各板5′及び下部下地材3を形成する集合板6の
各板6′を夫々平面的に並べ、集合板5と集合板6とを
上下に離間して対向させ、第4図Aに示すように、個々
に対向する上下板5′,6′の夫々の四隅を支柱4a、例え
ばパイプ等のスペーサ4を介して連結し一体構造としつ
つ中空構造とする。As a means for maintaining the flexibility of the upper and lower base materials 2 and 3 integrally with each other through the spacer 4, as shown in FIG. 2, each plate 5'of the assembly plate 5 forming the upper base material 2 is formed. And the plates 6'of the assembly plate 6 forming the lower base material 3 are respectively arranged in a plane, and the assembly plate 5 and the assembly plate 6 are vertically spaced apart and face each other, as shown in FIG. 4A. The four corners of the upper and lower plates 5'and 6'facing each other are connected via a pillar 4a, for example, a spacer 4 such as a pipe to form an integral structure and a hollow structure.
又は他例として第4図Bに示すように、上記支柱4aに代
え板材4bをスペーサとして用い、一体とする。又は他例
として第4図Cに示すように、上記スペーサ4を格子状
等のハニカム構造にし、上記上部下地材2と下部下地材
3を形成する集合板5,6の各板5′,6′とスペーサ4間
を螺子等の釘類や接着剤を用いて連結する。上記によっ
て形成された上部下地材2と下部下地材3の複合体を網
材やシート等の可撓性の連結材8を介して一体に連結す
る。斯くして上部下地材2と下部下地材3とは可撓性連
結材8にて一体に連結されつつ、集合板5の各板5′間
と集合板6の各板6′間においてフレキシブル性が付与
される。Alternatively, as another example, as shown in FIG. 4B, a plate member 4b is used as a spacer instead of the support column 4a to be integrated. Alternatively, as another example, as shown in FIG. 4C, the spacers 4 have a honeycomb structure such as a lattice shape, and the plates 5 ', 6 of the assembly plates 5, 6 for forming the upper base material 2 and the lower base material 3 are formed. ′ And the spacer 4 are connected by using nails such as a screw or an adhesive. The composite of the upper base material 2 and the lower base material 3 formed as described above is integrally connected via a flexible connecting material 8 such as a net material or a sheet. Thus, the upper base material 2 and the lower base material 3 are integrally connected by the flexible connecting material 8, and the flexibility is provided between the plates 5'of the collecting plate 5 and between the plates 6'of the collecting plate 6. Is given.
上記下部下地材3たる集合板6はコンクリートスラブ等
の施工床面9を安定に支持し、スペーサ4により中空構
造としつつ下地材全体の軽量化と嵩上げを図り、更に嵩
上げされた上部下地材3たる集合板5の各板5′は床材
10を支える支持材として適性部材を選択し、耐衝撃性を
富有する硬質板等を用い床材の支持に供する。The lower base material 3 as the collecting plate 6 stably supports a construction floor surface 9 such as a concrete slab, and the spacer 4 has a hollow structure to reduce the weight of the base material as a whole and to increase the weight of the base material. Each plate 5'of the barrel collecting plate 5 is a floor material
An appropriate member is selected as a support material for supporting 10, and a hard plate having high impact resistance is used to support the floor material.
又上記スペーサ4にて上記中空部7を床組内に構成し、
嵩上げを図りながら該中空部7を利用して配線,配管等
を行なう。In addition, the hollow portion 7 is formed in the floor assembly by the spacer 4,
Wiring, piping, etc. are performed using the hollow portion 7 while raising the height.
上記集合板5を形成する硬質の板5′としては、例えば
金属板,陶磁性板,硬質樹脂板,石板等の耐衝撃強度の
高い部材を用いる。又実施に応じ上記中空部7に緩衝
材,消音材等の充填材を充填する。上記可撓性連結材8
は例えば第2図に示すように、下部下地材3たる集合板
6の下面に接着する。As the hard plate 5 ′ forming the collecting plate 5, for example, a metal plate, a ceramic plate, a hard resin plate, a stone plate or the like having a high impact strength is used. Depending on the implementation, the hollow portion 7 is filled with a filling material such as a cushioning material and a sound deadening material. The flexible connecting member 8
For example, as shown in FIG. 2, the lower base material 3 is bonded to the lower surface of the assembly plate 6.
上記可撓性連結材8としては、網材等の多孔性シート、
布帛を用いる。該可撓性連結材8は上部下地材2と下部
下地材3とを一体にする部位であれば、上記下部下地材
3の下面に限定されず、上部下地材2の下面等、適所に
介装すれば良い。As the flexible connecting member 8, a porous sheet such as a net material,
Use cloth. The flexible connecting member 8 is not limited to the lower surface of the lower underlying material 3 as long as it is a portion that integrates the upper underlying material 2 and the lower underlying material 3, and the flexible connecting material 8 can be placed in a proper place such as the lower surface of the upper underlying material 2. Just wear it.
即ち、上記上下下地材2,3をスペーサ4を介し一体構造
としつつ全体としてフレキシブル性を保有させる他の手
段として、第3図Aに示すように、可撓性連結材8の上
面と下面に多数の板5′を貼り合せ、可撓性連結材8を
介して表裏一体にてフレキシブル性を付与させる。或は
第3図Bに示すように、割誘発目地12を介して互いに連
結された多数の区画板5′を可撓性連結材8の表裏面に
貼り合せて上記上部下地材2を形成し、該上部下地材2
と上記下部下地材3とを上記スペーサ4を介して互いに
連結し歩行荷重等により目地12底部に割れを誘発させて
フレキシブル性を付与する。この場合下部下地材3を上
記の上部下地材2と同様な複合構造にしても良い。That is, as another means for maintaining the flexibility as a whole while integrally forming the upper and lower base materials 2 and 3 with the spacer 4 interposed therebetween, as shown in FIG. A large number of plates 5'are attached to each other, and flexibility is imparted to the front and back through the flexible connecting member 8. Alternatively, as shown in FIG. 3B, the upper base material 2 is formed by attaching a large number of partition plates 5 ′, which are connected to each other through split joints 12, to the front and back surfaces of the flexible connecting material 8. , The upper base material 2
The lower base material 3 and the lower base material 3 are connected to each other through the spacers 4 to induce cracking at the bottom of the joint 12 due to a walking load or the like to provide flexibility. In this case, the lower base material 3 may have a composite structure similar to that of the upper base material 2 described above.
上記上部下地材2の可撓性連結材8としては前記と同
様、網材等の多孔質材若しくは布帛、好ましくは起毛性
を有し投錨性を有する布帛を用いる。As the flexible connecting member 8 of the upper base material 2, a porous material such as a net material or a cloth, preferably a cloth having a raising property and an anchoring property, is used as described above.
斯くして形成された床下地材は第2図,第3図に示すよ
うに、下部下地材3たる集合板6をコンクリートスラブ
等の床施工面9に支持させつつ多数敷設することによっ
て床下地層を形成し、該床下地層の上部下地材2の上面
にクロス類,カーペット,フローリング材等の床材10を
直接又は間接的に敷設し床仕上げを行なう。As shown in FIG. 2 and FIG. 3, the floor base material thus formed is laid by laying a large number of floor base layers while supporting the aggregate plate 6 as the lower base material 3 on the floor construction surface 9 such as a concrete slab. Then, a floor material 10 such as cloth, carpet, flooring material or the like is directly or indirectly laid on the upper surface of the upper base material 2 of the floor base layer to finish the floor.
発明の効果 以上説明したように、上記床下地材は上記下部下地材を
以ってコンクリートスラブ等の床施工面に敷設され、ス
ペーサによって上部下地材を嵩上げし、該嵩上げされた
上部下地材と下部下地材たる集合板の各板間においてフ
レキシブル性を生じつつ、同床施工面に均し敷設するこ
とができ、該均し敷設された上部下地材の上面に床材を
敷設することができる。EFFECTS OF THE INVENTION As described above, the floor base material is laid on the floor construction surface such as the concrete slab with the lower base material, the upper base material is raised by the spacer, and the raised upper base material is It is possible to lay evenly on the same floor construction surface while producing flexibility between the individual plates of the lower base material, and it is possible to lay a floor material on the upper surface of the evenly laid upper base material. .
上記によりスペーサを介して床下地材全体の嵩上げが可
能となると共に、上部下地材の材質を任意に選択して床
材敷設面側における耐衝撃強度の強化を図ることがで
き、同時に上記複合構造にて全体としての軽量化をも図
り得る。The above makes it possible to raise the entire floor base material through the spacer, and at the same time, the material of the upper base material can be arbitrarily selected to enhance the impact resistance strength on the floor material laying surface side, and at the same time, the composite structure Can also reduce the overall weight.
又床組構造全体を嵩上げして配管スペース等を確保する
と共に、同床組内部の中空構造を利用し配線,配管等を
行なうことができる。Further, the entire floor assembly structure can be raised to secure a piping space and the like, and the hollow structure inside the floor assembly can be used for wiring and piping.
第1図は本発明の一実施例を示す床下地材の斜視図、第
2図は同床下地材の側面図、第3図Aは他例を示す同床
下地材の側面図、同図Bは第3図Aにおける上部下地材
の他例を示す要部断面図、第4図A,B,Cは上部下地材と
下部下地材相互を連結するスペーサの各実施例を示す要
部平面図である。 1……床下地材、2……上部下地材、3……下部下地
材、4……スペーサ、5,6……集合板、5′,6′……
板、8……可撓性連結材、9……床施工面、10……床
材。FIG. 1 is a perspective view of a floor base material showing an embodiment of the present invention, FIG. 2 is a side view of the same floor base material, and FIG. 3A is a side view of the same floor base material showing another example. B is a sectional view of an essential part showing another example of the upper base material in FIG. 3A, and FIGS. 4A, 4B, and 4C are plan views of essential parts showing respective examples of spacers connecting the upper base material and the lower base material. It is a figure. 1 ... Floor base material, 2 ... Top base material, 3 ... Bottom base material, 4 ... Spacer, 5,6 ... Assembly plate, 5 ', 6' ...
Plate, 8 ... Flexible connecting material, 9 ... Floor construction surface, 10 ... Floor material.
Claims (2)
に支持される下部下地材3とを有し、上部下地材2と下
部下地材3とをスペーサ4を介して一体構造にすると共
に両下地材2,3間を中空構造とし、上記上部下地材2と
下部下地材3とを多数の板5′,6′を平面的に並べた集
合板5,6にて形成し、上部下地材2における集合板5の
各板5′間又は下部下地材3における集合板6の各板
6′間を可撓性連結材8を介して連結して各板5′,6′
の何れか一方の板間にフレキシブル性を保有させ、他方
の板間は互いに分離せる構成としたことを特徴とする床
下地材。1. An upper base material 2 for supporting a floor material, and a lower base material 3 supported on a floor construction surface. The upper base material 2 and the lower base material 3 are integrally structured via a spacer 4. In addition, a hollow structure is provided between both base materials 2 and 3, and the upper base material 2 and the lower base material 3 are formed by a large number of plates 5'and 6'arranged in a plane. , The plates 5'of the collecting plate 5 of the upper base material 2 or the plates 6'of the collecting plate 6 of the lower base material 3 are connected to each other via a flexible connecting member 8 '
A floor base material characterized by having flexibility between any one of the plates and separating the other plates from each other.
に支持される下部下地材3とを有し、上部下地材2と下
部下地材3とをスペーサ4を介して一体構造にすると共
に両下地材2,3間を中空構造とし、上記上部下地材2と
下部下地材3とを多数の板5′,6′を平面的に並べた集
合板5,6にて形成し、上部下地材2における集合板5の
各板5′間及び下部下地材3における集合板6の各板
6′間を可撓性連結材8を介して夫々連結して該集合板
5,6の各板5′,6′間にフレキシブル性を保有させる構
成としたことを特徴とする床下地材。2. An upper base material 2 for supporting a floor material, and a lower base material 3 supported on a floor construction surface. The upper base material 2 and the lower base material 3 are integrally structured with a spacer 4 interposed therebetween. In addition, a hollow structure is provided between both base materials 2 and 3, and the upper base material 2 and the lower base material 3 are formed by a large number of plates 5'and 6'arranged in a plane. , The plate 5'of the assembly plate 5 of the upper base material 2 and the plates 6'of the assembly plate 6 of the lower base material 3 are connected to each other via a flexible connecting member 8, respectively.
A floor base material characterized by having flexibility between the 5 and 6 plates 5'and 6 '.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34378289A JPH06100008B2 (en) | 1989-12-28 | 1989-12-28 | Floor base material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34378289A JPH06100008B2 (en) | 1989-12-28 | 1989-12-28 | Floor base material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03202555A JPH03202555A (en) | 1991-09-04 |
| JPH06100008B2 true JPH06100008B2 (en) | 1994-12-12 |
Family
ID=18364200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP34378289A Expired - Fee Related JPH06100008B2 (en) | 1989-12-28 | 1989-12-28 | Floor base material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06100008B2 (en) |
-
1989
- 1989-12-28 JP JP34378289A patent/JPH06100008B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03202555A (en) | 1991-09-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP2017515029A (en) | Concrete panel for building floor construction and shock absorbing unit, and floor construction structure of building including the same | |
| JP2860699B2 (en) | Prefabricated damping wall | |
| JPH06100008B2 (en) | Floor base material | |
| KR101654486B1 (en) | Floor construction structure of building with excellent heating and sound insulation effect | |
| KR101588669B1 (en) | Shock-absorbing unit for constructing floor of building and floor construction structure of building comprising the same | |
| WO2009053185A2 (en) | A self-supporting paving for outdoor use | |
| JP2001207675A (en) | Damping construction method incorporating damping structure and damping device | |
| KR101543585B1 (en) | Concrete panel for constructing floor of building, method for manufacturing the same and floor construction structure comprising the same | |
| JPH0721243B2 (en) | Flexible floor base material | |
| JPH0194135A (en) | Sound absorbing constitutional member and its production | |
| JPH1193104A (en) | Continuous paving structure of bridge face | |
| JP2579050Y2 (en) | Floor panel and soundproof floor structure | |
| KR101803425B1 (en) | Panel for heating integrated insulating material and floor construction structure of building comprising the same | |
| KR100757011B1 (en) | Impact-absorbing concrete structure and multi-layered building using the same | |
| JPH06100007B2 (en) | Floor base material | |
| JP3746051B2 (en) | Walkway flooring for outdoor use | |
| KR101543587B1 (en) | Concrete panel for constructing floor of building, method for manufacturing the same and floor construction structure comprising the same | |
| JPH04146367A (en) | Floor backing construction | |
| KR101542766B1 (en) | Shock-absorbing unit for constructing floor of building and floor construction structure comprising the same | |
| JPH03202554A (en) | Floor foundation material | |
| JPS6015790B2 (en) | Construction method of structure | |
| KR20060072631A (en) | Building floor supports | |
| JP6722247B2 (en) | Sound insulation floor structure and its construction method | |
| JP2008502832A (en) | Building components based on foamed plastic materials | |
| JPH0755240Y2 (en) | Seismic isolation column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 13 Free format text: PAYMENT UNTIL: 20071212 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 14 Free format text: PAYMENT UNTIL: 20081212 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 15 Free format text: PAYMENT UNTIL: 20091212 |
|
| LAPS | Cancellation because of no payment of annual fees |