JP2009287239A - Floor structure and its construction method - Google Patents

Floor structure and its construction method Download PDF

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JP2009287239A
JP2009287239A JP2008139219A JP2008139219A JP2009287239A JP 2009287239 A JP2009287239 A JP 2009287239A JP 2008139219 A JP2008139219 A JP 2008139219A JP 2008139219 A JP2008139219 A JP 2008139219A JP 2009287239 A JP2009287239 A JP 2009287239A
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floor
base material
floor base
mounting plate
plate
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Teruo Ito
輝雄 伊東
Nobuyuki Miyamoto
伸之 宮本
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Yuka Sansho Kenzai KK
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Yuka Sansho Kenzai KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a floor structure which enables a sub-floor material to be stably installed on a supporting base, and which has strength high enough to enable a worker to perform work in the state of riding on the sub-floor material installed on the supporting base; and to provide a construction method for the floor structure. <P>SOLUTION: In this floor structure 1, the supporting base 3 is installed on at each proper spacing on a top surface of a slab 4; the sub-floor material 2 made of a foamed resin is placed on the placement plate 12 of the supporting base 3; an upper plate 20 installed on the top plate of the sub-floor material 2 is connected to the placement plate 12 by means of a connecting rod 22 which is elongated from an undersurface; and the sub-floor material 2 is fixed by being sandwiched between the placement plate 12 and the upper plate 20. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本願発明は共同住宅などにおける二重床の床構造および、床構造の構築工法に関するものである。   The present invention relates to a double-floor floor structure in an apartment house and the like, and a construction method of the floor structure.

従来、共同住宅などにおける二重床の床構造としては、図9に示すものが知られている。この床構造28は、スラブ29の上面に不陸調整材であるモルタル団子30を介して発泡樹脂製の床下地材31が設置され、該床下地材31の上面に仕上材32が敷設されて構成されている。しかし、この床構造28はモルタル団子30を使用した湿式工法であるため、作業箇所が汚れたり、モルタル団子30の硬化に所定の時間が必要であるという問題があったため、これに代わる乾式工法として、特開2006−265948号の発明がされている。この発明はスラブの上面に支持脚によって床下地材が設置され、この床下地材の上に仕上材が敷設されて構成されている。
特開2006−265948号公報
Conventionally, what is shown in FIG. 9 is known as a double-floor floor structure in an apartment house. In this floor structure 28, a floor base material 31 made of foamed resin is installed on the upper surface of a slab 29 via a mortar dumpling 30 that is a non-land adjuster, and a finishing material 32 is laid on the upper surface of the floor base material 31. It is configured. However, since this floor structure 28 is a wet method using mortar dumplings 30, there is a problem that the work site is soiled or a predetermined time is required for curing the mortar dumplings 30. The invention of Japanese Patent Application Laid-Open No. 2006-265948 has been made. In the present invention, a floor base material is installed on the upper surface of a slab by support legs, and a finishing material is laid on the floor base material.
JP 2006-265948 A

しかし、上記の床下地材は支持脚で設置されていたため、該支持脚に設置した床下地材の上に作業者が乗って作業するには安定性が悪く、強度も足りないという問題があった。   However, since the above-mentioned floor base material is installed on the support legs, there is a problem that the worker is not stable and does not have enough strength to work on the floor base material installed on the support legs. It was.

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、床下地材を支持脚に安定して設置できるとともに、支持脚に設置した床下地材に作業者が乗って作業できる強度を備えた床構造およびその構築工法を提供することである。   The present invention has been made in view of these problems. The purpose of the present invention is to provide a floor base material that can be stably installed on a support leg, and the strength with which an operator can work on the floor base material installed on the support leg. It is to provide a floor structure provided with a construction method thereof.

以上の課題を解決するための床構造は、スラブの上面に適宜間隔ごとに支持脚が設置され、該支持脚の載置プレートに発泡樹脂製の床下地材が載置され、該床下地材の上面に設置された上部プレートが下面から伸びた連結用ロッドで載置プレートに接続され、該載置プレートと上部プレートとで床下地材が挟み付けられて固定されたことを特徴とする。また載置プレートは支持脚の柱脚に上下動自在に設置されたことを含む。また載置プレートは床下地材下面の設置用凹溝に、上部プレートが床下地材上面の設置用凹溝にそれぞれ嵌め込まれたことを含むものである。
また床構造の構築工法は、スラブの上面に適宜間隔ごとに支持脚を設置し、該支持脚に上下動自在にねじ込まれた載置プレートに発泡樹脂製の床下地材を複数密接状に載置して下床を形成し、これらの床下地材の上面から下面にかけて開口した貫通孔に操作用ロッドを挿入し、該操作用ロッドで載置プレートを回転させて上下動による不陸調整をした後、上部プレートの下面から伸びた連結用ロッドを貫通孔から挿入して載置プレートに接続し、該載置プレートと上部プレートとで床下地材を挟み付けて固定した後、この床下地材からなる下床の上面に仕上材を敷設することを特徴とする。また載置プレートは床下地材下面の設置用凹溝に、上部プレートが床下地材上面の設置用凹溝にそれぞれ嵌め込まれることを含むものである。
In the floor structure for solving the above problems, support legs are installed at appropriate intervals on the upper surface of the slab, and a floor base material made of foamed resin is placed on a mounting plate of the support legs. The upper plate installed on the upper surface of the plate is connected to the mounting plate by a connecting rod extending from the lower surface, and the floor base material is sandwiched and fixed between the mounting plate and the upper plate. Further, it is included that the mounting plate is installed on the column base of the support leg so as to be movable up and down. Further, the mounting plate includes that the installation groove on the lower surface of the floor base material and the upper plate are inserted in the installation groove on the upper surface of the floor base material.
Also, the floor structure construction method is to install support legs on the upper surface of the slab at appropriate intervals, and to place a plurality of foam resin floor base materials in close contact with the mounting plate screwed up and down to the support legs. A lower floor is formed, and an operation rod is inserted into a through-hole opened from the upper surface to the lower surface of these floor base materials, and the mounting plate is rotated by the operation rod to adjust the unevenness by vertical movement. After that, a connecting rod extending from the lower surface of the upper plate is inserted through the through hole and connected to the mounting plate, and the floor base material is sandwiched and fixed between the mounting plate and the upper plate. A finishing material is laid on the upper surface of a lower floor made of wood. Further, the mounting plate includes a groove for installation on the lower surface of the floor base material, and an upper plate is fitted in the groove for installation on the upper surface of the floor base material.

床下地材が支持脚の載置プレートおよび上部プレートによって上下から挟み付けられて固定されているため安定かつ必要な強度を備えた床構造を提供することができる。また載置プレートと上部プレートとが床下地材の上下面の設置用凹溝に嵌合されているため、床下地材をより強固に固定することができる。また床下地材の上面から載置プレートの回転による上下動によって不陸調整ができるため、床下地材からなる下床の水平レベルの調整が簡単にでき、しかも水平精度を高めることができる。また支持脚の載置プレートおよび上部プレートで床下地材が挟み付けられて固定されているため、作業者が床下地材に乗って作業するための強度と安定性とを確保することができる。   Since the floor base material is sandwiched and fixed from above and below by the mounting plate and the upper plate of the support legs, a floor structure having a stable and necessary strength can be provided. Further, since the mounting plate and the upper plate are fitted in the installation grooves on the upper and lower surfaces of the floor base material, the floor base material can be more firmly fixed. Further, since the unevenness can be adjusted from the upper surface of the floor base material by the vertical movement caused by the rotation of the mounting plate, the horizontal level of the lower floor made of the floor base material can be easily adjusted, and the horizontal accuracy can be improved. Further, since the floor base material is sandwiched and fixed by the mounting plate and the upper plate of the support leg, it is possible to ensure the strength and stability for the operator to work on the floor base material.

以下、本願発明の床構造および床構造の構築工法の実施の形態を図面に基づいて説明する。はじめに床構造について説明し、次に、この床構造の構築工法の実施の形態について説明するが、各実施の形態において同じ構成は同じ符号を付して説明し、異なった構成にのみ異なった符号を付して説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a floor structure and a floor construction method according to the present invention will be described with reference to the drawings. First, the floor structure will be described, and then an embodiment of the construction method of the floor structure will be described. In each embodiment, the same components are described with the same reference numerals, and only different components have different reference numerals. Will be described.

図1〜図3は第1の実施の形態の床構造1である。この床構造1は、図1に示すように、共同住宅における二重床であり、ポリエチレン系樹脂、ポリオレフィン系樹脂、ウレタン樹脂などの熱可塑性発泡樹脂によって平面長方形に形成された床下地材2が支持脚3でスラブ4の上面に密接状に設置されて下床5を形成し、この下床5上に仕上材6が敷設されて構成されている。   1-3 is the floor structure 1 of 1st Embodiment. As shown in FIG. 1, the floor structure 1 is a double floor in an apartment house, and a floor base material 2 formed into a plane rectangle by a thermoplastic foam resin such as a polyethylene resin, a polyolefin resin, and a urethane resin. The support leg 3 is installed in close contact with the upper surface of the slab 4 to form a lower floor 5, and a finishing material 6 is laid on the lower floor 5.

この床下地材2の短辺と長辺とからなる二辺には、他の床下地材2の重ね部7を設置する受け部8が形成されるとともに、一方の二辺には、他の床下地材の受け部8に設置する重ね部7が形成され、この重ね部7が隣接した床下地材2の受け部8に設置されて床下地材2同士が接合されている。また床下地材2の上面には硬質合成樹脂製の桟木9が短辺方向に沿って三本(必要に応じて任意の数)埋設されている。   On the two sides composed of the short side and the long side of the floor base material 2, a receiving portion 8 for installing the overlapping portion 7 of the other floor base material 2 is formed. The overlapping portion 7 to be installed on the floor base material receiving portion 8 is formed, and this overlapping portion 7 is installed on the receiving portion 8 of the adjacent floor base material 2 to join the floor base materials 2 together. Moreover, three (any number if necessary) of hard synthetic resin piers 9 are embedded on the upper surface of the floor base material 2 along the short side direction.

一方、上記の床下地材2を支持する支持脚3は、図2および図3に示すように、柱脚10の下端部に設置されてスラブの上面に固定される平面円形の固定プレート11と、柱脚10の上端部に設置されて床下地材2を載置する平面円形の載置プレート12とから構成され、該載置プレート12の補強リブ13における雌ネジ部14に柱脚の雄ネジ部15がねじ込まれて載置プレート12が上下動自在になっており、雌ネジ部14の上部には六角穴付ナット16が形成されている。   On the other hand, as shown in FIGS. 2 and 3, the support leg 3 that supports the floor base material 2 is a flat circular fixed plate 11 that is installed at the lower end of the column base 10 and is fixed to the upper surface of the slab. And a flat circular mounting plate 12 which is installed at the upper end of the column base 10 and on which the floor base material 2 is mounted, and the male screw portion 14 in the reinforcing rib 13 of the mounting plate 12 is connected to the male column base. The mounting portion 12 is movable up and down by screwing the screw portion 15, and a hexagon socket nut 16 is formed on the upper portion of the female screw portion 14.

このため六角穴付ナット16に操作用ロッドである六角レンチ17を嵌め込んで回転させることにより、載置プレート12が柱脚10を上下動して不陸調整、すなわち床下地材2のレベル調整ができるようになっている。   For this reason, by inserting a hexagon wrench 17 as an operation rod into the hexagon socket nut 16 and rotating it, the mounting plate 12 moves the column base 10 up and down to adjust the unevenness, that is, the level adjustment of the floor base material 2. Can be done.

また床下地材2の上下面における設置用凹溝18、19には上部プレート20と載置プレート12が嵌め込まれ、これらの設置用凹溝18、19間にわたって開口された貫通孔21に上部プレート20の連結用ロッド22が挿入され、この連結用ロッド22の雄ネジ部14が載置プレート12の雌ネジ部14にねじ込まれている。   Further, the upper plate 20 and the mounting plate 12 are fitted in the installation concave grooves 18 and 19 on the upper and lower surfaces of the floor base material 2, and the upper plate is inserted into the through hole 21 opened between the installation concave grooves 18 and 19. Twenty connecting rods 22 are inserted, and the male screw portion 14 of the connecting rod 22 is screwed into the female screw portion 14 of the mounting plate 12.

したがって、この上部プレート20と載置プレート12とは連結用ロッド22によって接続されて床下地材2を上下から挟み付けることにより安定して、作業者が床下地材2の上面に乗ることのできる強度を有することになる。なお床下地材2は4つの支持脚3で支持されているが、これは4つに限らず、それ以上またはそれ以下の支持脚3で支持することもできる。   Therefore, the upper plate 20 and the mounting plate 12 are connected by the connecting rod 22 so that the operator can get on the upper surface of the floor base material 2 stably by sandwiching the floor base material 2 from above and below. It will have strength. The floor base material 2 is supported by the four support legs 3, but the number is not limited to four, and can be supported by more or less support legs 3.

図4は第2の実施の形態の床構造23である。この床構造23は下床5上に制震面材24を介して仕上材6を敷設した二重床であり、この制震面材24を敷設した以外は第1の実施の形態の床構造1と同じ構成である。この制震面材24は軽量床衝撃音遮断性能を高めるものであり、面密度が9kg/m以上のアスファルトシートやゴムシートなどの他、振動を吸収する吸収材が使用される。 FIG. 4 shows a floor structure 23 according to the second embodiment. The floor structure 23 is a double floor in which the finishing material 6 is laid on the lower floor 5 via the vibration control surface material 24. The floor structure of the first embodiment except that the vibration control surface material 24 is laid. 1 is the same configuration. The seismic damping surface material 24 enhances the lightweight floor impact sound insulation performance, and an absorbing material that absorbs vibration is used in addition to an asphalt sheet or a rubber sheet having a surface density of 9 kg / m 2 or more.

次に、床構造の構築工法を第1の実施の形態の床構造1に基づいて説明する。はじめに、図5に示すように、スラブ4の上面に支持脚3を適宜間隔をもって設置する。この支持脚3はスラブ上面に単に設置するか、あるいは固定プレート11に接着剤を塗布してスラブ上面に固定する。また支持脚3の載置プレート12は回転することによって柱脚10を上下動できるようになっている。   Next, the construction method of the floor structure will be described based on the floor structure 1 of the first embodiment. First, as shown in FIG. 5, the support legs 3 are installed on the upper surface of the slab 4 at an appropriate interval. The support leg 3 is simply installed on the upper surface of the slab, or is fixed to the upper surface of the slab by applying an adhesive to the fixing plate 11. Moreover, the mounting plate 12 of the support leg 3 can move up and down the column base 10 by rotating.

次に、図6に示すように、上記の支持脚3の上に床下地材2を設置する。この床下地材2の上下面には平面円形の設置用凹溝18、19が形成され、この下面における設置用凹溝19に載置プレート12を嵌め込んで床下地材2を設置すると、該床下地材2の設置用凹溝18、19間の貫通孔21が載置プレート12の六角穴付ナット16と合致する。このため六角穴付ナット16に床下地材の上面から操作用ロッドを差し込んで載置プレートを回転させることができる。   Next, as shown in FIG. 6, the floor base material 2 is installed on the support leg 3. Flat circular installation grooves 18 and 19 are formed on the upper and lower surfaces of the floor base material 2. When the floor base material 2 is installed by fitting the mounting plate 12 into the installation concave grooves 19 on the lower surface, The through hole 21 between the installation grooves 18 and 19 of the floor base material 2 matches the hexagon socket nut 16 of the mounting plate 12. Therefore, the mounting plate can be rotated by inserting the operating rod into the hexagon socket nut 16 from the upper surface of the floor base material.

次に、図7に示すように、床下地材2の上面における設置用凹溝18の貫通孔21から六角レンチ17を挿入して、その先端を載置プレートの六角穴付ナット16に差し込む。そして、この載置プレート12を六角レンチ17で回転させて上下動させることにより、スラブ4の不陸調整をして床下地材2の水平レベルを調整する。   Next, as shown in FIG. 7, the hexagon wrench 17 is inserted from the through hole 21 of the installation groove 18 on the upper surface of the floor base material 2, and the tip thereof is inserted into the hexagon socket nut 16 of the mounting plate. And the horizontal level of the floor base material 2 is adjusted by adjusting the unevenness of the slab 4 by rotating the mounting plate 12 with the hexagon wrench 17 and moving it up and down.

これは際根太の上面25を基準面とし、この上面25と床下地材の上面26とを一致させるようにして行うものである。このレベル調整の終了後、載置プレートの六角穴付ナット16から雌ネジ部14に接着剤を充填して載置プレート12を固定する。このような作業を繰り返して床下地材2をスラブ4の上面に設置することにより水平のレベル調整がされた下床5が形成される。   This is performed by using the upper surface 25 of the joist as the reference surface, and the upper surface 25 and the upper surface 26 of the floor base material are made to coincide. After this level adjustment is completed, the mounting plate 12 is fixed by filling the female screw portion 14 with the adhesive from the hexagon socket nut 16 of the mounting plate. By repeating such operations, the floor base material 2 is placed on the upper surface of the slab 4 to form the lower floor 5 with the horizontal level adjusted.

次に、図8に示すように、床下地材の上面26から貫通孔21に上部プレート20の連結用ロッド22を挿入し、この先端を載置プレートの雌ネジ部14にねじ込んで、上部プレート20を上面の設置用凹溝18に嵌め合わせると、これらの上部プレート20と載置プレート12で床下地材2が挟み付けられる。   Next, as shown in FIG. 8, the connecting rod 22 of the upper plate 20 is inserted into the through hole 21 from the upper surface 26 of the floor base material, and the tip is screwed into the female screw portion 14 of the mounting plate to When 20 is fitted into the installation groove 18 on the upper surface, the floor base material 2 is sandwiched between the upper plate 20 and the mounting plate 12.

このように上部プレート20と載置プレート12とで床下地材2が挟み付けられているために下床5として安定し、作業者が乗って作業できる強度を有することになる。   Since the floor base material 2 is sandwiched between the upper plate 20 and the mounting plate 12 in this manner, the floor base material 2 is stable as the lower floor 5 and has a strength that allows an operator to ride and work.

次に、この下床5上に仕上材6を敷設すると、図1に示すような床構造1が構築される。したがって、従来のモルタル団子を使用した湿式工法よりも簡単かつ迅速に床構造1が構築できる。なお、第2の実施の形態の床構造23も上記と同じ方法で構築するものとする。   Next, when a finishing material 6 is laid on the lower floor 5, a floor structure 1 as shown in FIG. 1 is constructed. Therefore, the floor structure 1 can be constructed more easily and more quickly than the conventional wet method using mortar dumplings. Note that the floor structure 23 of the second embodiment is also constructed by the same method as described above.

第1の実施の形態の床構造であり、(1)は断面図、(2)は平面図である。It is the floor structure of 1st Embodiment, (1) is sectional drawing, (2) is a top view. (1)は床下地材が設置された支持脚の斜視図、(2)は床下地材が固定された支持脚の斜視図である。(1) is a perspective view of the support leg on which the floor base material is installed, and (2) is a perspective view of the support leg to which the floor base material is fixed. (1)は上部プレートを接続した支持脚の斜視図、(2)は上部プレートを取り外した支持脚の斜視図、(3)は支持脚の平面図である。(1) is a perspective view of the support leg with the upper plate connected, (2) is a perspective view of the support leg with the upper plate removed, and (3) is a plan view of the support leg. 第2の実施の形態の床構造であり、(1)は断面図、(2)は平面図である。It is the floor structure of 2nd Embodiment, (1) is sectional drawing, (2) is a top view. 支持脚を設置したスラブの断面図、(2)は同平面図である。Sectional drawing of the slab which installed the support leg, (2) is the same top view. (1)は支持脚に床下地材を設置した断面図、(2)は同平面図である。(1) is sectional drawing which installed the floor base material in the support leg, (2) is the same top view. (1)は床下地材の上面から支持脚の載置プレートを回転させる断面図、(2)は同平面図である。(1) is sectional drawing which rotates the mounting plate of a support leg from the upper surface of a floor base material, (2) is the same top view. (1)は支持脚に設置した床下地材の上面から上部プレートを載置プレートに接続する断面図、(2)は床下地材を上部プレートと載置プレートで挟み付けた断面図である。(1) is a cross-sectional view of connecting the upper plate to the mounting plate from the upper surface of the floor base material installed on the support leg, and (2) is a cross-sectional view of the floor base material sandwiched between the upper plate and the mounting plate. 従来の二重床の断面図である。It is sectional drawing of the conventional double floor.

符号の説明Explanation of symbols

1、23、28 床構造
2、31 床下地材
3 支持脚
4、29 スラブ
5 下床
6、32 仕上材
7 重ね部
8 受け部
9 桟木
10 柱脚
11 固定プレート
12 載置プレート
13 補強リブ
14 雌ネジ部
15 雄ネジ部
16 六角穴付ナット
17 六角レンチ
18、19 設置用凹溝
20 上部プレート
21 貫通孔
22 連結用ロッド
24 制震面材
25 際根太の上面
26 床下地材の上面
30 モルタル団子
1, 23, 28 Floor structure 2, 31 Floor base material 3 Support legs 4, 29 Slab 5 Lower floor 6, 32 Finishing material 7 Overlay part 8 Receiving part 9 Pier 10 Column base 11 Fixing plate 12 Mounting plate 13 Reinforcement rib 14 Female thread portion 15 Male thread portion 16 Hexagon socket nut 17 Hexagon wrench 18, 19 Installation groove 20 Upper plate 21 Through hole 22 Connecting rod 24 Damping surface material 25 Top surface of edge joist 26 Upper surface of floor base material 30 Mortar dumpling

Claims (5)

スラブの上面に適宜間隔ごとに支持脚が設置され、該支持脚の載置プレートに発泡樹脂製の床下地材が載置され、該床下地材の上面に設置された上部プレートが下面から伸びた連結用ロッドで載置プレートに接続され、該載置プレートと上部プレートとで床下地材が挟み付けられて固定されたことを特徴とする床構造。   Support legs are installed on the upper surface of the slab at appropriate intervals. A floor base material made of foam resin is placed on the mounting plate of the support leg, and an upper plate installed on the upper surface of the floor base material extends from the lower surface. A floor structure characterized in that the floor base material is sandwiched and fixed between the mounting plate and the upper plate by a connecting rod. 載置プレートは支持脚の柱脚に上下動自在に設置されたことを特徴とする請求項1に記載の床構造。   The floor structure according to claim 1, wherein the mounting plate is installed on the column base of the support leg so as to be movable up and down. 載置プレートは床下地材下面の設置用凹溝に、上部プレートが床下地材上面の設置用凹溝にそれぞれ嵌め込まれたことを特徴とする請求項1または2に記載の床構造。   The floor structure according to claim 1 or 2, wherein the mounting plate is fitted in the installation groove on the lower surface of the floor base material, and the upper plate is inserted in the installation groove on the upper surface of the floor base material. スラブの上面に適宜間隔ごとに支持脚を設置し、該支持脚に上下動自在にねじ込まれた載置プレートに発泡樹脂製の床下地材を複数密接状に載置して下床を形成し、これらの床下地材の上面から下面にかけて開口した貫通孔に操作用ロッドを挿入し、該操作用ロッドで載置プレートを回転させて上下動による不陸調整をした後、上部プレートの下面から伸びた連結用ロッドを貫通孔から挿入して載置プレートに接続し、該載置プレートと上部プレートとで床下地材を挟み付けて固定した後、この床下地材からなる下床の上面に仕上材を敷設することを特徴とする床構造の構築工法。   Support legs are installed at appropriate intervals on the upper surface of the slab, and a plurality of foamed resin floor base materials are placed in close contact with each other on a mounting plate screwed up and down to form a lower floor. After inserting the operation rod into the through hole opened from the upper surface to the lower surface of these floor base materials and rotating the mounting plate with the operation rod to adjust the unevenness by vertical movement, from the lower surface of the upper plate The extended connecting rod is inserted through the through hole and connected to the mounting plate, and the floor base material is sandwiched and fixed between the mounting plate and the upper plate, and then the upper surface of the lower floor made of this floor base material is attached. A construction method for floor structures characterized by laying finishing materials. 載置プレートは床下地材下面の設置用凹溝に、上部プレートが床下地材上面の設置用凹溝にそれぞれ嵌め込まれることを特徴とする請求項4に記載の床構造の構築工法。   5. The construction method for a floor structure according to claim 4, wherein the mounting plate is fitted into the installation groove on the lower surface of the floor base material, and the upper plate is inserted into the installation groove on the upper surface of the floor base material.
JP2008139219A 2008-05-28 2008-05-28 Floor structure and its construction method Pending JP2009287239A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016023491A (en) * 2014-07-23 2016-02-08 油化三昌建材株式会社 Laying method for underfloor material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016023491A (en) * 2014-07-23 2016-02-08 油化三昌建材株式会社 Laying method for underfloor material

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