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JP2007327290A - Construction method for floor structure - Google Patents

Construction method for floor structure Download PDF

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Publication number
JP2007327290A
JP2007327290A JP2006160772A JP2006160772A JP2007327290A JP 2007327290 A JP2007327290 A JP 2007327290A JP 2006160772 A JP2006160772 A JP 2006160772A JP 2006160772 A JP2006160772 A JP 2006160772A JP 2007327290 A JP2007327290 A JP 2007327290A
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Japan
Prior art keywords
base material
floor base
floor
concrete slab
covering
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Pending
Application number
JP2006160772A
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Japanese (ja)
Inventor
Nobuyuki Miyamoto
伸之 宮本
Takayuki Kosho
孝行 古庄
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.)
KOWA KENSHIYOU KK
Yuka Sansho Kenzai KK
Original Assignee
KOWA KENSHIYOU KK
Yuka Sansho Kenzai KK
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Publication date
Application filed by KOWA KENSHIYOU KK, Yuka Sansho Kenzai KK filed Critical KOWA KENSHIYOU KK
Priority to JP2006160772A priority Critical patent/JP2007327290A/en
Publication of JP2007327290A publication Critical patent/JP2007327290A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a construction method for a floor structure for constructing it using a floor substrate material simply by simple and easy technology. <P>SOLUTION: In this construction method for the floor structure, a covering body 6 composed of an upper plate 7 having adequate width to cover a pipe 1 on an upper face of a concrete slab and supporting legs 8 provided at an adequate interval on a lower face of the upper plate 7 is provided through an unevenness adjusting material 10a, the thin floor substrate material 11 is provided on an upper face of the covering body 6, and the other floor substrate material 12 is provided on the upper face of the concrete slab 2 through the unevenness adjusting material 10 to let it adhere closely to both sides of the thin floor substrate material 11. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本願発明は床構造の構築方法に関するものである。   The present invention relates to a method for constructing a floor structure.

従来、集合住宅における床構造は、図7に示すように、コンクリートスラブ17の上面にモルタルなどの不陸調整材18を介して発泡プラスチックス製の床下地材19が密接状に敷き詰められて構成されている。この床下地材19を配管20が設置されたコンクリートスラブ17に設置するには、床下地材19の底面を切り欠いていた。また、その他の床構造としては、例えば特開2006−45887号の発明が知られている。
特開2006−45887号公報
Conventionally, as shown in FIG. 7, a floor structure in an apartment house is constructed by placing a floor base material 19 made of foam plastics in close contact with an upper surface of a concrete slab 17 through a non-land adjuster 18 such as mortar. Has been. In order to install the floor base material 19 on the concrete slab 17 in which the pipe 20 is installed, the bottom surface of the floor base material 19 is cut out. As another floor structure, for example, the invention of Japanese Patent Application Laid-Open No. 2006-45887 is known.
JP 2006-45887 A

しかし、上記の床構造は、配管が設置されたコンクリートスラブに床下地材を設置するのに現場で底面を切り欠いていたため、この切り欠きに技術を要し、かつ配管部の床下地材の設置に手間がかかるという問題があった。   However, in the above floor structure, the bottom surface was notched at the site in order to install the floor base material on the concrete slab where the piping was installed. There was a problem that it took time to install.

本願発明はこれらの問題に鑑みてなされたものであり、その目的は、技術的に容易でかつ床下地材を簡単に設置できる床構造の構築方法を提供することである。   This invention is made | formed in view of these problems, The objective is to provide the construction method of the floor structure which is technically easy and can install a floor base material easily.

以上の課題を解決するための床構造の構築方法は、コンクリートスラブの上面における配管を覆うように適宜幅の上板と、該上板の下面に適宜間隔をもって設置した支持脚とからなる被覆体を設置した後、該被覆体の上面に薄い床下地材を不陸調整材を介して設置するとともに、該薄い床下地材の両側に密接させて他の床下地材をコンクリートスラブの上面に不陸調整材を介して設置することを特徴とする。また被覆体は薄い床下地材の下面に設置されていることを含むものである。   A construction method of a floor structure for solving the above problems is a covering body comprising an upper plate having an appropriate width so as to cover a pipe on the upper surface of a concrete slab, and support legs installed at appropriate intervals on the lower surface of the upper plate. After installing, a thin floor base material is installed on the upper surface of the covering through a non-land surface adjusting material, and the other floor base material is placed on the upper surface of the concrete slab by bringing it into close contact with both sides of the thin floor base material. It is characterized by being installed via land control materials. Further, the covering includes that it is installed on the lower surface of a thin floor base material.

床下地材の下面を切り欠くことがないので施工効率が良くなる。また配管設置部だけを独立させたピット仕様とし、上部に施工される床下地材の厚みを考慮したレベル出しができるため被覆体の上部に床下地材を直接張る施工ができる。また被覆体が薄い床下地材の下面に設置されていることから、配管の上に薄い床下地材を設置するだけで、配管部における床下地材の設置ができるので施工が簡単にできる。   Construction efficiency is improved because the bottom surface of the floor base material is not cut out. In addition, the pit specification with only the piping installation part being made independent and the level taking into account the thickness of the floor base material to be installed on the upper part can be taken out, so that the floor base material can be directly applied to the upper part of the covering. Moreover, since the covering is installed on the lower surface of the thin floor base material, the floor base material can be installed in the piping section simply by installing the thin floor base material on the pipe, so that the construction can be simplified.

以下、本願発明の床構造の構築方法の実施の形態を図1〜図6に基づいて説明する。この床構造は集合住宅におけるものであり、コンクリートスラブの上面にモルタルなどの不陸調整材を介して発泡プラスチックス製の床下地材を密接状に敷き詰めて構成されたものである。   Hereinafter, an embodiment of a method for constructing a floor structure according to the present invention will be described with reference to FIGS. This floor structure is in an apartment house, and is constructed by laying a floor base material made of foamed plastics closely on the upper surface of a concrete slab with a non-land surface adjusting material such as mortar.

はじめに、図1に示すように、排水管などの配管1が施工されたコンクリートスラブ2の壁面3にレベル調整のための際根太4を束材5により設置する。次に、図2に示すように、コンクリートスラブ2における配管部に被覆体6を設置して配管1を覆う。   First, as shown in FIG. 1, a joist 4 for level adjustment is installed with a bundle 5 on a wall surface 3 of a concrete slab 2 on which a pipe 1 such as a drain pipe is constructed. Next, as shown in FIG. 2, a covering 6 is installed on the pipe portion of the concrete slab 2 to cover the pipe 1.

この被覆体6は、図3に示すように、合板などの平面矩形の上板7と、この上板7の下面に適宜間隔ごとに設置した支持脚8とからなり、これらの支持脚8間に連結材9が設置され、該連結材9に上板7が接合されている。したがって、この被覆体6が配管1を跨ぐようにして(支持脚8が配管1の両側に位置するように)設置されると、上板7で配管1が覆われて保護される。この被覆体6も支持脚8の下側における不陸調整材10aを介してコンクリートスラブ2の上面に設置され、この不陸調整材10aによって不陸が調整される。この不陸調整材10aはスポンジに接着剤を染み込またものであり、このスポンジで不陸を調整してレベルをとった後に接着剤を固化させて固定するものである。この不陸調整材10aはスポンジなので調整が簡単でかつ何度でも行える。なお、被覆体6の連結材9は支持脚8の内側ではなく、外側にも設置することができる。   As shown in FIG. 3, the covering 6 includes a planar rectangular upper plate 7 such as a plywood, and support legs 8 installed at appropriate intervals on the lower surface of the upper plate 7. The connecting member 9 is installed on the upper plate 7 and the upper plate 7 is joined to the connecting member 9. Therefore, when this covering 6 is installed so as to straddle the pipe 1 (so that the support legs 8 are located on both sides of the pipe 1), the pipe 1 is covered and protected by the upper plate 7. The covering 6 is also installed on the upper surface of the concrete slab 2 via the unevenness adjusting material 10a below the support leg 8, and the unevenness is adjusted by the unevenness adjusting material 10a. The unevenness adjusting material 10a is obtained by soaking an adhesive in a sponge. After adjusting the unevenness with the sponge and taking a level, the adhesive is solidified and fixed. Since the unevenness adjusting material 10a is a sponge, adjustment is easy and can be performed any number of times. The connecting member 9 of the covering 6 can be installed not on the inside of the support leg 8 but on the outside.

次に、図4に示すように、この被覆体6の上面に薄い床下地材11を設置して接着剤などで接着する。そして、この薄い床下地材11の両側におけるコンクリートスラブ2に不陸調整材10を介して他の床下地材12を設置して薄い床下地材11に密接させて際根太4によってレベル調整をする。   Next, as shown in FIG. 4, a thin floor base material 11 is placed on the upper surface of the covering 6 and bonded with an adhesive or the like. Then, another floor base material 12 is installed on the concrete slab 2 on both sides of the thin floor base material 11 via the unevenness adjusting material 10 so as to be in close contact with the thin floor base material 11 and the level adjustment is performed by the joist 4. .

上記の床下地材11、12は発泡樹脂複合体であり、ポリスチレン系樹脂、ポリレオフィン系樹脂、ウレタン系樹脂などの発泡樹脂からなる下部材13と、この下部材13の上面に設置された硬質熱可塑性発泡樹脂の桟木(図示せず)から構成されている。   The floor base materials 11 and 12 are foamed resin composites, a lower member 13 made of a foamed resin such as a polystyrene resin, a polyleophine resin, and a urethane resin, and a hard heat installed on the upper surface of the lower member 13. It is comprised from the crosspiece (not shown) of the plastic foam resin.

次に、レベル調整されたこれらの床下地材11、12の上面に仕上げ板14を敷き詰めて床構造15を構築すると、配管1が施されたコンクリートスラブ2であっても床下地材11、12の設置が簡単にできる。   Next, when the floor structure 15 is constructed by laying the finishing plate 14 on the upper surfaces of the floor base materials 11 and 12 whose levels have been adjusted, the floor base materials 11 and 12 even if the concrete slab 2 is provided with the pipe 1. Can be installed easily.

また図6は他の実施の形態の被覆体16であり、上記の被覆体16が薄い床下地材11の下面に一体的に接着されて形成されたものである。このように被覆体16が薄い床下地材11に一体的に接着されると、被覆体16の設置と同時に床下地材11も設置されるため効率的な施工をすることができる。   FIG. 6 shows a covering body 16 according to another embodiment, in which the covering body 16 is integrally bonded to the lower surface of the thin floor base material 11. When the covering 16 is integrally bonded to the thin floor base material 11 as described above, the floor base material 11 is also installed at the same time as the covering 16 is installed, so that efficient construction can be performed.

配管が施工されかつ際根太が設置されたコンクリートスラブの断面図である。It is sectional drawing of the concrete slab by which piping was constructed and the joist was installed. (1)は配管を覆うように被覆体を設置したコンクリートスラブの断面図、(2)は同平面図である。(1) is sectional drawing of the concrete slab which installed the covering so that piping might be covered, (2) is the top view. 被覆体の斜視図である。It is a perspective view of a covering. コンクリートスラブの上面に床下地材を設置した断面図である。It is sectional drawing which installed the floor base material on the upper surface of concrete slab. 床下地材の上面に仕上げ板を敷き詰めた断面図である。It is sectional drawing which spread the finishing board on the upper surface of a floor base material. 他の実施の形態の被覆体の断面図である。It is sectional drawing of the coating body of other embodiment. 従来の床構造の断面図である。It is sectional drawing of the conventional floor structure.

符号の説明Explanation of symbols

1、20 配管
2、17 コンクリートスラブ
3 壁面
4 際根太
5 束材
6、16 被覆体
7 上板
8 支持脚
9 連結材
10、10a、18 不陸調整材
11、12、19 床下地材
13 下部材
14 仕上げ板
15 床構造
DESCRIPTION OF SYMBOLS 1,20 Piping 2,17 Concrete slab 3 Wall surface 4 Edge joist 5 Bundle material 6,16 Cover body 7 Upper plate 8 Support leg 9 Connecting material 10,10a, 18 Non-land adjustment material 11,12,19 Floor base material 13 Below Member 14 Finishing board 15 Floor structure

Claims (2)

コンクリートスラブの上面における配管を覆うように適宜幅の上板と、該上板の下面に適宜間隔をもって設置した支持脚とからなる被覆体を不陸調整材を介して設置した後、該被覆体の上面に薄い床下地材を設置するとともに、該薄い床下地材の両側に密接させて他の床下地材をコンクリートスラブの上面に不陸調整材を介して設置することを特徴とする床構造の構築方法。   After installing a covering consisting of an upper plate having an appropriate width so as to cover the pipe on the upper surface of the concrete slab and a support leg installed at an appropriate interval on the lower surface of the upper plate via an unevenness adjusting material, the covering A floor structure characterized in that a thin floor base material is installed on the upper surface of the floor and another floor base material is installed on the upper surface of the concrete slab in close contact with both sides of the thin floor base material via an uneven surface adjusting material. How to build. 被覆体は薄い床下地材の下面に設置されていることを特徴とする請求項1に記載の床構造の構築方法。   The method for constructing a floor structure according to claim 1, wherein the covering is installed on the lower surface of the thin floor base material.
JP2006160772A 2006-06-09 2006-06-09 Construction method for floor structure Pending JP2007327290A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011084983A (en) * 2009-10-19 2011-04-28 Yuka Sansho Kenzai Kk Structure of floor backing
JP2021155910A (en) * 2020-03-25 2021-10-07 三洋工業株式会社 Direct flooring structure

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58156930A (en) * 1982-03-12 1983-09-19 Asahi Chem Ind Co Ltd Formation of blue slide
JPS63111535A (en) * 1986-10-29 1988-05-16 Nec Corp Data processor
JPH01157838A (en) * 1987-08-20 1989-06-21 Bridgestone Corp Molded drum
JPH06248789A (en) * 1993-02-25 1994-09-06 Oyo Kikaku:Kk Wiring groove forming material for double floor
JPH06322948A (en) * 1993-05-15 1994-11-22 Oyo Kikaku:Kk Dummy material for forming trench of floor
JP2005155180A (en) * 2003-11-26 2005-06-16 Yuka Sansho Kenzai Kk Floor structure
JP2005233611A (en) * 2005-05-16 2005-09-02 Sekisui Chem Co Ltd Control method for heating floor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58156930A (en) * 1982-03-12 1983-09-19 Asahi Chem Ind Co Ltd Formation of blue slide
JPS63111535A (en) * 1986-10-29 1988-05-16 Nec Corp Data processor
JPH01157838A (en) * 1987-08-20 1989-06-21 Bridgestone Corp Molded drum
JPH06248789A (en) * 1993-02-25 1994-09-06 Oyo Kikaku:Kk Wiring groove forming material for double floor
JPH06322948A (en) * 1993-05-15 1994-11-22 Oyo Kikaku:Kk Dummy material for forming trench of floor
JP2005155180A (en) * 2003-11-26 2005-06-16 Yuka Sansho Kenzai Kk Floor structure
JP2005233611A (en) * 2005-05-16 2005-09-02 Sekisui Chem Co Ltd Control method for heating floor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011084983A (en) * 2009-10-19 2011-04-28 Yuka Sansho Kenzai Kk Structure of floor backing
JP2021155910A (en) * 2020-03-25 2021-10-07 三洋工業株式会社 Direct flooring structure
JP7462451B2 (en) 2020-03-25 2024-04-05 三洋工業株式会社 Direct-pasted floor structure

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