JPS6117152Y2 - - Google Patents
Info
- Publication number
- JPS6117152Y2 JPS6117152Y2 JP7508481U JP7508481U JPS6117152Y2 JP S6117152 Y2 JPS6117152 Y2 JP S6117152Y2 JP 7508481 U JP7508481 U JP 7508481U JP 7508481 U JP7508481 U JP 7508481U JP S6117152 Y2 JPS6117152 Y2 JP S6117152Y2
- Authority
- JP
- Japan
- Prior art keywords
- groove
- piping
- concrete
- rib
- model registration
- 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
Links
- 239000000463 material Substances 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000006260 foam Substances 0.000 claims description 10
- 238000009408 flooring Methods 0.000 claims description 4
- 229920003002 synthetic resin Polymers 0.000 claims description 4
- 239000000057 synthetic resin Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 16
- 238000004891 communication Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 239000011120 plywood Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920013716 polyethylene resin Polymers 0.000 description 1
Landscapes
- Floor Finish (AREA)
Description
【考案の詳細な説明】
この考案はコンクリート住宅用床下地材に関
し、コンクリートの床面上におけるガス管等の配
管施工にに容易に対応できしかも床下地材として
の強度も十分確保できるものを提供しようとして
いる。[Detailed description of the invention] This invention relates to a concrete subfloor material for residential buildings, and provides a material that can easily be used for piping construction such as gas pipes on concrete floors, and that can also ensure sufficient strength as a subfloor material. Trying to.
コンクリート住宅における床下地は、従来根太
等を組んで施工していたが、木材が乾燥するとキ
シミ音が発生したり、床の衝撃音が階下へ伝わり
易い欠点があるほか、施工に多くの時間わ要し、
人件費および根太用木材の高謄とともにコスト高
になる難点があり、そのため最近では根太工法に
代りポリエチレン樹脂の発泡体による下地材をコ
ンクリート床面に敷き込む工法が普及している。 Conventionally, the flooring in concrete houses has been constructed by assembling joists, etc., but this has the drawbacks that when the wood dries, it makes a squeak sound, the impact sound of the floor is easily transmitted downstairs, and it takes a lot of time to construct. In short,
This method has the drawback of high costs, as well as high labor costs and the high price of wood for the joists, so recently, instead of the joist construction method, a construction method in which a base material made of polyethylene resin foam is laid on the concrete floor surface has become popular.
しかしながら、上記下地材を敷き込む工法にお
いてはコンクリート床面と発泡体とが密接するの
で、コンクリート床面にガス管等の配管を施すに
は発泡体に配管用の通路が必要となる。このため
施工現場にいて配管に沿うよう発泡体を削いだ
り、或は発泡体の片面にあらかじめ全長に渡り連
通溝を形成した下地材を用い、該連通溝に沿うよ
う配管を施すことが行なわれている。しかし、上
記方法によると、発泡体の強度上或は施工上以下
の問題を呈している。即ち、前者の場合は、配管
用の通路が必要個所にのみ削成されるので、下地
材としての強度は実用上問題ないが、配管に沿つ
ての通路の削成が面倒で施工手数を多く必要とす
るという欠点を有しており、また後者の場合は、
施工現場での配管用通路の削成は不要なものの、
連通溝による肉厚減少や一体性の欠除等により下
地材の強度が十分でなく、運搬時における不慮の
衝撃等によつて連通溝の端部が簡単に裂けたり、
或は施工時において衝撃や集中荷重がかかつた場
合に、同じく連通溝の端部が裂けたりすることが
あり、実用上問題であつた。 However, in the method of laying the base material, the concrete floor surface and the foam body come into close contact with each other, so in order to install piping such as a gas pipe on the concrete floor surface, a passage for piping is required in the foam body. For this reason, it is necessary to scrape the foam so that it follows the piping at the construction site, or use a base material with communication grooves formed over the entire length on one side of the foam, and then install the piping along the communication grooves. ing. However, the above method presents the following problems regarding the strength of the foam and its construction. That is, in the former case, the passages for the piping are cut only where necessary, so there is no practical problem with the strength of the base material, but it is troublesome to cut the passages along the pipes and increases the number of construction steps. In the latter case,
Although it is not necessary to cut down the piping passage at the construction site,
Due to the reduced wall thickness and lack of integrity due to the communication grooves, the strength of the base material is insufficient, and the ends of the communication grooves may easily tear due to unexpected shocks during transportation.
Alternatively, when an impact or concentrated load is applied during construction, the ends of the communicating grooves may also tear, which is a practical problem.
そこでこの考案においては上記従来の欠点及び
問題点を解消するコンクリート住宅用床下地材を
提供するもので、その構成としては、合成樹脂の
発泡体よりなる板状体の片面には凹溝を形成して
なり、該凹溝の少なくとも端部には、凹溝を閉塞
するリブ状補強部を形成してなることを特徴とす
るものである。 Therefore, in this invention, we provide a concrete subfloor material for residential buildings that solves the above-mentioned conventional drawbacks and problems.As for its structure, a concave groove is formed on one side of a plate-shaped body made of synthetic resin foam. It is characterized in that a rib-shaped reinforcing portion for closing the groove is formed at least at an end of the groove.
次いでこの考案の実施態様について図を参照し
ながら以下に例示する。 Next, embodiments of this invention will be illustrated below with reference to the drawings.
1は発泡ポリエチレン等の合成樹脂の発泡体よ
りなる板状体であり、2は板状体1の片面に形成
した凹溝であつて、図の場合凹溝2を縦横に形成
するとともに断面を略半円形状に形成したものを
示しており、その溝深さはガス管等の配管が通過
できるような十分な深さを有している。さらに凹
溝2には、外側端部21,21にリブ状補強部3
が形成されていて、その両端部を閉塞するような
して板状体1の一体性を確保できるようにしてい
るとともに、特に凹溝2の形成による端部21,
21部分の強度低下の防止を図つている。なおリ
ブ状補強部3は板状体1の素材でもつて一体に構
成されており、その厚みとしては15〜30mm程度に
形成したものが、耐圧性を確保する上においてま
た後述の配管施工時にリブ状補強部3を押し割つ
て除去する際において好適な実施となる。 1 is a plate-shaped body made of a synthetic resin foam such as foamed polyethylene; 2 is a groove formed on one side of the plate-shaped body 1; in the case of the figure, grooves 2 are formed vertically and horizontally, and the cross section is The groove is shown to have a substantially semicircular shape, and the depth of the groove is sufficient to allow piping such as a gas pipe to pass through. Furthermore, the groove 2 has a rib-shaped reinforcing portion 3 at the outer end portions 21, 21.
are formed, and both ends thereof are closed to ensure the integrity of the plate-like body 1, and in particular, the ends 21, by forming the groove 2,
This is intended to prevent the strength from decreasing at the 21st part. The rib-shaped reinforcing part 3 is made of the same material as the plate-shaped body 1, and it is recommended that the thickness of the rib-shaped reinforcement part 3 is approximately 15 to 30 mm in order to ensure pressure resistance and to prevent the rib from forming during piping construction, which will be described later. This is a suitable implementation when removing the shaped reinforcing portion 3 by breaking it.
そして上記のごとく構成された板状体1は、モ
ルタル仕上等を施したコンクリート住宅の床面5
0の上に直接載置されて、上面に合板60等を敷
設し、さらにその上に畳70等を敷設する構造
(第3図参照)の床下地材として使用されるが、
ガス管等の配管施工が必要な個所では、リブ状補
強部3を押し割つて除去してやれば(第2図参
照)、凹溝2に沿つてその配管ができることにな
る(第3図参照)。 The plate-shaped body 1 configured as described above is a floor surface 5 of a concrete house with a mortar finish etc.
It is used as a subfloor material in a structure in which it is placed directly on top of the floor, plywood 60 etc. is laid on the top surface, and tatami mats 70 etc. are laid on top of it (see Figure 3).
In areas where piping construction such as gas pipes is required, the rib-shaped reinforcing portion 3 can be broken and removed (see Fig. 2), and the piping can be installed along the groove 2 (see Fig. 3).
なおこの考案による下地材は種々変更して実施
可能でも、例えばリブ状補強部3を凹溝2の途中
部分にも形成し、なお一層の強度アツプを図れる
よう実施することも可能であり(第4図参照)、
また凹溝2を縦横いずれか一方にのみ形成するも
のでもよく、或は縦横各複数列に形成して複数の
配管或は屈折配管等の種々の配管施工に対応でき
るよう実施することも可能である(第5図参
照)。 Note that the base material according to this invention can be implemented with various modifications; for example, it is also possible to form the rib-shaped reinforcing part 3 in the middle of the groove 2, so as to further increase the strength. (see figure 4),
Further, the grooves 2 may be formed only in either the vertical or horizontal directions, or they may be formed in multiple rows in both the vertical and horizontal directions to accommodate various piping constructions such as multiple piping or bent piping. Yes (see Figure 5).
以上のようにこの考案のコンクリート住宅用床
下地材によれば、合成樹脂の発泡体よりなる板状
体1の片面に凹溝2を形成し、該凹溝2の、少な
くとも端部21,21部分を閉塞するようリブ状
補強部3を形成するものゆえ、配管施工時にリブ
状補強部3を押し割つて除去してやれば、凹溝2
に沿つて配管施工ができることになり、施工現場
における面倒な配管用の通路の削成が不要で非常
に至便であるほか、凹溝2の形成に伴う肉厚減少
や一体性の欠除等による下地材の強度低下をリブ
状補強部3により補うことができ、特に、凹溝2
の端部21,21の強度が十分確保されるので、
従来の単なる連通溝を形成したものとは異なり、
運搬時における衝撃等によつてその端部が裂けた
りする取扱い上の不都合もなく、またリブ状補強
部3のうちの配管施工に必要な個所のみを除去し
て使用する点と相まつて比較的良好に下地材の強
度が維持され、衝撃や集中荷重等がかかつても凹
溝端部が裂けたりする不都合も生じないもので、
従つてコンクリート床面におけるガス管等の配管
施工に容易に対応でき、しかも下地材としそての
実用強度も十分確保できるきわめて実用効果の優
れたコンクリート住宅用床下地材を提供できるこ
とになる。 As described above, according to the concrete subfloor material for residential buildings of this invention, the groove 2 is formed on one side of the plate-like body 1 made of a synthetic resin foam, and at least the ends 21 and 21 of the groove 2 are formed. Since the rib-shaped reinforcing part 3 is formed so as to close the part, if the rib-shaped reinforcing part 3 is broken and removed during piping construction, the concave groove 2 can be removed.
This means that piping can be constructed along the lines, which is very convenient since there is no need to cut the troublesome passage for piping at the construction site, and it is also very convenient because there is no need to cut down the troublesome passage for piping at the construction site. The decrease in the strength of the base material can be compensated for by the rib-shaped reinforcement part 3, and in particular, the concave groove 2
Since the strength of the ends 21, 21 of is ensured sufficiently,
Unlike the conventional one that formed a simple communication groove,
There is no inconvenience in handling such as the ends of the ribs being torn due to shocks during transportation, and in addition, only the parts of the rib-shaped reinforcing part 3 necessary for piping construction are removed and used, making it relatively easy to use. The strength of the base material is well maintained, and there will be no inconvenience such as the groove ends tearing even if subjected to shock or concentrated loads.
Therefore, it is possible to provide an extremely effective concrete subfloor material for residential buildings that can be easily adapted to the construction of piping such as gas pipes on a concrete floor surface, and has sufficient practical strength as a substratum material.
図はこの考案の実施例を例示するものであり、
第1図は斜視図、第2図は敷設使用する前の実施
例を示す斜視図、第3図は敷設使用した場合を示
す断面図、第4図及び第5図は変更例を示す斜視
図である。
1……板状体、2……凹溝、3……リブ状補強
部、50……コンクリート床面、60……合板、
70……畳。
The figure illustrates an embodiment of this invention,
Fig. 1 is a perspective view, Fig. 2 is a perspective view showing the embodiment before installation and use, Fig. 3 is a sectional view showing the case when it is installed and used, and Figs. 4 and 5 are perspective views showing modified examples. It is. DESCRIPTION OF SYMBOLS 1... Plate-shaped body, 2... Concave groove, 3... Rib-shaped reinforcement part, 50... Concrete floor surface, 60... Plywood,
70...tatami.
Claims (1)
凹溝を形成してなり、該凹溝の少なくとも端部
には、凹溝を閉塞するリブ状補強部を形成して
なることを特徴とするコンクリート住宅用床下
地材。 2 リブ状補強部を凹溝の途中にも形成してなる
上記実用新案登録請求の範囲第1項記載のコン
クリート住宅用床下地材。 3 凹溝を縦横に形成してなる上記実用新案登録
請求の範囲第1項或は第2項記載のコンクリー
ト住宅用床下地材。 4 凹溝を縦横各複列に形成してなる上記実用新
案登録請求の範囲第1項或は第2項記載のコン
クリート住宅用床下地材。[Claims for Utility Model Registration] 1 A plate-like body made of synthetic resin foam has a groove formed on one side, and at least an end of the groove is provided with a rib-shaped reinforcing portion that closes the groove. A concrete residential flooring material characterized by forming: 2. The concrete residential flooring material according to claim 1 of the above-mentioned utility model registration claim, in which a rib-shaped reinforcing portion is also formed in the middle of the groove. 3. The concrete residential flooring material according to claim 1 or 2 of the above-mentioned utility model registration claim, which has grooves formed vertically and horizontally. 4. The concrete subfloor material for residential buildings as set forth in claim 1 or 2 of the above utility model registration claim, which comprises grooves formed in double rows in both the vertical and horizontal directions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7508481U JPS6117152Y2 (en) | 1981-05-22 | 1981-05-22 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7508481U JPS6117152Y2 (en) | 1981-05-22 | 1981-05-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57187346U JPS57187346U (en) | 1982-11-27 |
| JPS6117152Y2 true JPS6117152Y2 (en) | 1986-05-26 |
Family
ID=29870832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7508481U Expired JPS6117152Y2 (en) | 1981-05-22 | 1981-05-22 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6117152Y2 (en) |
-
1981
- 1981-05-22 JP JP7508481U patent/JPS6117152Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57187346U (en) | 1982-11-27 |
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