JP4945254B2 - Non-land surface adjustment composition, non-land surface adjustment material, and method of constructing a floor structure using the non-land surface adjustment material - Google Patents

Non-land surface adjustment composition, non-land surface adjustment material, and method of constructing a floor structure using the non-land surface adjustment material Download PDF

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JP4945254B2
JP4945254B2 JP2007020956A JP2007020956A JP4945254B2 JP 4945254 B2 JP4945254 B2 JP 4945254B2 JP 2007020956 A JP2007020956 A JP 2007020956A JP 2007020956 A JP2007020956 A JP 2007020956A JP 4945254 B2 JP4945254 B2 JP 4945254B2
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unevenness
floor
unevenness adjusting
weight
adjusting material
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JP2007255180A (en
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悟 津金沢
伸之 宮本
雅人 山口
琢治 山下
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Yoshino Gypsum Co Ltd
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本願発明は不陸調整用組成物、不陸調整材ならびに不陸調整材を使用した床構造の構築方法に関するものである。   The present invention relates to a composition for adjusting the unevenness, the unevenness adjusting material, and a method for constructing a floor structure using the unevenness adjusting material.

従来の集合住宅の各住戸における床構造として、いわゆる二重床が構築されている。この二重床13は、図5に示すように、コンクリートスラブ14の上面に団子状の不陸調整材15を適宜間隔ごとに設置し、この不陸調整材15の上に熱可塑性発泡樹脂からなる床下地材16を密接状に敷き詰めて下床17を形成し、該下床17上に仕上材18を張り込んで構築している。またその他の床構造の構築方法としては、例えば特開2005−133421号公報の発明が知られている。   As a floor structure in each dwelling unit of a conventional apartment house, a so-called double floor is constructed. As shown in FIG. 5, the double floor 13 is provided with dumpling-like unevenness adjusting materials 15 on the upper surface of the concrete slab 14 at appropriate intervals, and a thermoplastic foam resin is formed on the unevenness adjusting material 15. The lower floor 17 is formed by closely laying the floor base material 16 to be formed, and the finishing material 18 is stuck on the lower floor 17 for construction. As another method for constructing a floor structure, for example, the invention of JP-A-2005-133421 is known.

また他に、床面の不陸調整の方法として、石膏系やセメント系などに代表されるセルフレベリング材を数十mmの厚みでスラブ上に流し込み、床面全体の不陸調整を行う方法が一般に知られている。このような床面の形成方法としては、例えば特開平2−282569号公報の発明が知られている。
特開2005−133421号公報 特開平2−282569号公報
In addition, as a method of adjusting the unevenness of the floor surface, there is a method in which a self-leveling material typified by a gypsum system or a cement system is poured onto a slab with a thickness of several tens of millimeters to adjust the unevenness of the entire floor surface. Generally known. As a method for forming such a floor surface, for example, the invention of Japanese Patent Laid-Open No. 2-28269 is known.
JP 2005-133421 A Japanese Unexamined Patent Publication No. Hei 2-28269

しかし、上記のような床構造の構築方法は、不陸調整材がセメントと砂と水で製造されていたため、該不陸調整材の設置後は夏季で24時間以上、冬季で48時間以上の養生を必要とし、この期間中は下床内に立ち入れずに作業効率が悪いという問題があった。   However, in the construction method of the floor structure as described above, since the unevenness adjusting material is manufactured with cement, sand and water, after the installation of the unevenness adjusting material, it is 24 hours or more in summer and 48 hours or more in winter. During this period, there was a problem that work efficiency was poor without entering the lower floor.

また、セルフレベリング材を使用した床面の形成方法については、局所的に不陸状態が残る場合もあり、その部分の不陸調整を行う必要があった。   Moreover, about the formation method of the floor surface using a self-leveling material, the uneven state may remain locally, and it was necessary to perform the uneven adjustment of the part.

本願発明は上記のような問題に鑑みてなされたものであり、その目的は、不陸調整材の養生期間を短くして作業効率の良い不陸調整用組成物、不陸調整材ならびに不陸調整材を使用した床構造の構築方法を提供することである。   The present invention has been made in view of the above problems, and its purpose is to shorten the curing period of the non-land adjuster and improve work efficiency, the non-land adjuster, the non-land adjuster and the non-land adjuster. It is to provide a method for constructing a floor structure using a conditioning material.

本願発明の不陸調整用組成物は、焼石膏100重量部に対して、砂200〜700重量部と、セメント30〜300重量部と、硬化調整剤とからなることを特徴とする。   The composition for unevenness adjustment of the present invention is characterized by comprising 200 to 700 parts by weight of sand, 30 to 300 parts by weight of cement, and a curing regulator with respect to 100 parts by weight of calcined gypsum.

また不陸調整材は、請求項1の不陸調整用組成物100重量部に対して、水10〜20重量部を加えて混合したときの硬化時間は設置時の作業性を考慮して1時間以上であり、好ましくは必要となる養生時間を16時間以内とするために1〜6時間であることを特徴とする。   In addition, the curing time when the unevenness adjusting material is mixed by adding 10 to 20 parts by weight of water to 100 parts by weight of the composition for adjusting unevenness of claim 1 is 1 considering the workability at the time of installation. It is more than time, Preferably it is 1 to 6 hours in order to make the required curing time within 16 hours.

焼石膏が100重量部に対し、砂が200重量部未満の場合は混練および設置時の作業性が悪くなり、700重量部を越えると前記の接着強度が低下する。またセメントが30重量部未満、あるいは300重量部を越えると接着強度が低下する。さらに硬化調整剤として高級脂肪酸塩を使用した場合、0.005重量部未満では混練および設置作業が困難となり、0.1重量部を越えると接着強度が低下する。また前記の不陸調整用組成物100重量部に対し、水が10重量部未満の場合は混練ができなくなり、20重量部を越えると接着強度が低下する。   When the amount of calcined gypsum is less than 200 parts by weight with respect to 100 parts by weight, workability at the time of kneading and installation is deteriorated, and when it exceeds 700 parts by weight, the adhesive strength is lowered. If the cement is less than 30 parts by weight or more than 300 parts by weight, the adhesive strength decreases. Further, when a higher fatty acid salt is used as a curing modifier, if less than 0.005 parts by weight, kneading and installation work becomes difficult, and if it exceeds 0.1 parts by weight, the adhesive strength is lowered. Further, when water is less than 10 parts by weight with respect to 100 parts by weight of the composition for adjusting unevenness, kneading cannot be performed, and when it exceeds 20 parts by weight, the adhesive strength is lowered.

また床構造の構築方法は、請求項2の不陸調整材を団子状にしてスラブの上面に適宜間隔をもって設置した後、この団子状の不陸調整材の上に熱可塑性発泡樹脂からなる床下地材を密接状に敷き詰めて下床を形成し、該下床上に仕上材を張り込むことを特徴とする。   In addition, the floor structure is constructed by forming the unevenness adjusting material according to claim 2 into a dumpling shape and installing it on the upper surface of the slab at an appropriate interval, and then forming an underfloor made of a thermoplastic foam resin on the dumpling shape unevenness adjusting material. A lower floor is formed by spreading ground materials closely, and a finishing material is stuck on the lower floor.

また不陸調整後の不陸調整材が互いに接触することのない間隔で、不陸調整材を設置することを含む。これは不陸調整時に不陸調整材が互いに接触する状況では、不陸調整材が充分に変形する空間がないために、不陸調整作業に手間取ったり、所望のレベルや充分な平滑性を得られないなどの不陸調整の不備を避けるためである。さらに、不陸調整材は乾燥によって強度が向上する性質があるため、不陸調整材付近の通気を確保して、不陸調整材を充分に乾燥させることにより養生時間の短縮を図るものである。   Moreover, it includes installing a non-land adjustment material in the space | interval which the non-land adjustment material after non-land adjustment does not contact mutually. This is because in the situation where the non-land adjusters are in contact with each other during the non-land adjustment, there is not enough space for the non-land adjust materials to be deformed, so it takes time for the non-land adjustment work, or obtains the desired level and sufficient smoothness. This is to avoid deficiencies in the unevenness adjustment that cannot be performed. Furthermore, since the unevenness adjusting material has a property that the strength is improved by drying, the ventilation time in the vicinity of the unevenness adjusting material is secured, and the curing time is shortened by sufficiently drying the unevenness adjusting material. .

さらに床構造の構築方法は、床下地材と不陸調整材間にプライマーを塗布し、この床下地材と不陸調整材間の接着強度が0.12N/mm以上であることを含む。またスラブ上面と不陸調整材間にプライマーを塗布し、スラブ上面と不陸調整材間の接着強度が0.12N/mm以上であることを含むものである。 Further, the method for constructing the floor structure includes applying a primer between the floor base material and the unevenness adjusting material, and the adhesive strength between the floor base material and the unevenness adjusting material being 0.12 N / mm 2 or more. In addition, a primer is applied between the upper surface of the slab and the unevenness adjusting material, and the adhesive strength between the upper surface of the slab and the unevenness adjusting material is 0.12 N / mm 2 or more.

不陸調整材の設置後、最長16時間の養生で下床内に立ち入るために必要な接着強度が得られるので、作業効率が向上する。   Since the adhesive strength necessary for entering the lower floor can be obtained after curing for up to 16 hours after installation of the unevenness adjusting material, work efficiency is improved.

以下、本願発明の床構造の構築方法の実施の形態を図面により説明する。図1および図2は第1の実施の形態の床構造1を示す断面図および平面図である。この床構造(二重床)1は共同住宅のコンクリートスラブ2の上面に団子状の不陸調整材4が設置され、この不陸調整材4の上に床下地材5が密接状に設置されて下床6が形成され、該下床6上に仕上材7が敷き詰められて構成されている。   Hereinafter, an embodiment of a construction method of a floor structure of the present invention will be described with reference to the drawings. 1 and 2 are a cross-sectional view and a plan view showing the floor structure 1 of the first embodiment. In this floor structure (double floor) 1, a dumpling-shaped unevenness adjusting material 4 is installed on the upper surface of a concrete slab 2 of an apartment house, and a floor base material 5 is closely installed on the unevenness adjusting material 4. Thus, the lower floor 6 is formed, and the finishing material 7 is spread on the lower floor 6.

不陸調整材4は、焼石膏100重量部に対して、砂200〜700重量部と、セメント30〜300重量部と、硬化調整剤0.005〜0.1重量部とからなる不陸調整用組成物100重量部に対して、水10〜20重量部を加えて混合したものである。この硬化時間は1〜6時間に調整され、施工の際の作業性が良好であり、さらにプライマーを併用した施工後1〜16時間の養生で0.12N/mmの接着強度を発現するものである。したがって、この不陸調整材4を使用して二重床を構築すると、次の日から二重床上に作業者が入り込んで他の作業をすることができるようになる。 The unevenness adjusting material 4 is composed of 200 to 700 parts by weight of sand, 30 to 300 parts by weight of cement, and 0.005 to 0.1 parts by weight of a hardening adjusting agent with respect to 100 parts by weight of calcined gypsum. 10 to 20 parts by weight of water is added to 100 parts by weight of the composition for mixing. This curing time is adjusted to 1 to 6 hours, the workability at the time of construction is good, and the adhesive strength of 0.12 N / mm 2 is expressed by curing for 1 to 16 hours after construction using a primer together It is. Therefore, when a double floor is constructed using the unevenness adjusting material 4, an operator can enter the double floor from the next day to perform other work.

この不陸調整材の設置間隔は100〜200mmであり、より好ましくは約150mmである。このように設置間隔を150mmとした場合は、595mm×900mmのサイズの床下地材1枚当たり20〜24個程度の不陸調整材4が設置される。これれが不陸調整後の不陸調整材が互いに接触することのない間隔であり、これにより不陸調整後においても不陸調整材4が互いが接触することがない。   The installation interval of the unevenness adjusting material is 100 to 200 mm, more preferably about 150 mm. When the installation interval is set to 150 mm in this way, about 20 to 24 unevenness adjusting materials 4 are installed per floor base material having a size of 595 mm × 900 mm. This is the interval at which the non-land adjustment materials after the non-land adjustment do not contact each other, and thus the non-land adjustment materials 4 do not contact each other even after the non-land adjustment.

また不陸調整用組成物において、焼石膏は不陸調整材4の硬化時間短縮性能を付与する重要な成分であり、β型半水石膏、α型半水石膏、III型無水石膏、またはそれらの混合物である。また砂は、珪砂、再生骨材、またはタンカルサンド(4〜6号)である。またセメントは、普通ポルトランドセメント、早強ポルトランドセメント、または高炉セメントなどが使用できる。また硬化速度を緩やかにし、可使時間を調整するための硬化調整剤としての高級脂肪酸塩を混合する。   Further, in the composition for unevenness adjustment, calcined gypsum is an important component that imparts the curing time shortening performance of the unevenness adjusting material 4, and β-type hemihydrate gypsum, α-type hemihydrate gypsum, type III anhydrous gypsum, or those It is a mixture of The sand is quartz sand, recycled aggregate, or tankal sand (4-6). As the cement, ordinary Portland cement, early-strength Portland cement, blast furnace cement, or the like can be used. Also, a higher fatty acid salt is mixed as a curing regulator for slowing the curing rate and adjusting the pot life.

一方、床下地材5は発泡樹脂複合体であり、ポリスチレン系樹脂やポリオレフィン系樹脂、ウレタンなどの発泡樹脂からなる下部材8と、この下部材8の上面に設置された硬質熱可塑性発泡樹脂の桟木9とから構成され、この桟木9に仕上材7が釘10で固定されている。   On the other hand, the floor base material 5 is a foamed resin composite, and includes a lower member 8 made of a foamed resin such as a polystyrene resin, a polyolefin resin, or urethane, and a hard thermoplastic foamed resin installed on the upper surface of the lower member 8. The finishing material 7 is fixed to the pier 9 with a nail 10.

次に、上記の不陸調整材4を使用した床構造1の構築方法について説明する。まず、図3に示すように、コンクリートスラブ2の上面にプライマーなどの接着剤を塗布した後、この上に団子状の不陸調整材4を多数設置し、この不陸調整材4の上に床下地材5を設置する。そして部屋内周に設置した際根太3の上面を基準線として、床下地材5を下側に押し込むと、不陸調整材4の上部が押し潰されて不陸およびレベルの調整ができる。   Next, the construction method of the floor structure 1 using the above unevenness adjusting material 4 will be described. First, as shown in FIG. 3, an adhesive such as a primer is applied to the upper surface of the concrete slab 2, and a large number of dumpling-like unevenness adjusting materials 4 are installed on the upper surface of the concrete slab 2. A floor base material 5 is installed. When the floor base material 5 is pushed downward with the upper surface of the joist 3 as a reference line when installed on the inner periphery of the room, the upper portion of the non-land adjustment material 4 is crushed and the non-land and the level can be adjusted.

次に、1列目の床下地材5を設置した後、2列目の床下地材を設置する箇所に2列目の不陸調整材4を設置する。そして、上記と同じ方法で床下地材5を設置するとともに、この工程を順次繰り返すことによって、コンクリートスラブ2の全面に床下地材5を密接して下床6を形成する。そして、この下床6上に仕上材7を敷き詰めて床構造1を構築する。   Next, after the first row of the floor base material 5 is installed, the second row of the uneven land adjuster 4 is installed at the place where the second row of the floor base material is installed. And while installing the floor base material 5 by the same method as the above, the floor base material 5 is brought into close contact with the entire surface of the concrete slab 2 by sequentially repeating this process to form the lower floor 6. Then, the floor structure 1 is constructed by spreading the finishing material 7 on the lower floor 6.

なお、床下地材5は一列ずつ設置したが、これに限らず二列または三列などの複数列ずつ設置することもできる。さらに、列単位ではなく1個ずつ設置することもできる。   In addition, although the floor base material 5 was installed one row at a time, it is not limited to this, and a plurality of rows such as two rows or three rows can be installed. Furthermore, it is possible to install one by one instead of by column.

下記の表1は上記の不陸調整材4の経時変化による接着強度および圧縮強度を示したものである。また図4は、表1における実施例2と比較例1の不陸調整材を設置してからの養生時間と接着強度の変化を示したものである。従来使用されていた不陸調整材である比較例1では養生時間16時間で接触強度が0.07N/mmに過ぎないのに対し、実施例2では0.20N/mmとなり、充分な実用強度に達していることがわかる。 Table 1 below shows the adhesive strength and compressive strength of the unevenness adjusting material 4 with time. FIG. 4 shows changes in curing time and adhesive strength after the installation of the unevenness adjusting material of Example 2 and Comparative Example 1 in Table 1. In Comparative Example 1, which is a conventionally used unevenness adjusting material, the contact strength is only 0.07 N / mm 2 at a curing time of 16 hours, whereas in Example 2, it is 0.20 N / mm 2 , which is sufficient. It can be seen that the practical strength has been reached.

Figure 0004945254
Figure 0004945254

上記の表1中の*1における「○」は強度良好、「×」は強度不足である。また同表中の*2における「○」はコテ切れ良好、「×」はコテ切れ不良ということである。   In Table 1 above, “◯” indicates that the strength is good and “×” indicates that the strength is insufficient. In the table, “◯” in * 2 indicates that the iron break is good, and “×” indicates that the iron is bad.

なお、ここにおいて床下地材はネダフォーム(油化三昌建材株式会社製)、プライマーはネダタイト(油化三昌建材株式会社製)、石膏はβ型半水石膏(吉野石膏株式会社製)、PCは普通ポルトランドセメント(太平洋セメント株式会社製)、骨材は天然珪砂(JIS26号)をそれぞれ使用した。   In this case, the floor base material is nedafoam (manufactured by Yuka Sansho Building Materials Co., Ltd.), the primer is nedaite (manufactured by Yuka Sansho Building Materials Co., Ltd.), the plaster is β-type hemihydrate gypsum (manufactured by Yoshino Gypsum Co., Ltd.) Is normal Portland cement (manufactured by Taiheiyo Cement Co., Ltd.), and the aggregate is natural silica sand (JIS No. 26).

また実施例1および実施例2は各成分の配合割合を変化させたものであり、圧縮強度に差があるものの、施工上問題のない範囲に収まっている。また、実施例3は雰囲気温度が低下した際の影響を示したものであるが、冬季を想定した5℃という環境下においても、圧縮強度・接着強度ともに問題のない範囲に収まっている。これに対し、焼石膏の配合割合を0とした比較例1、硬化調整材料が適正範囲を外れている比較例2及び比較例3のいずれも接着強度が不足した。以上のように不陸調整材4の設置後16時間の養生で、二重床上に作業者が入り込んで他の作業をすることが可能な接着強度および圧縮強度が得られることを確認することができた。   Moreover, Example 1 and Example 2 change the mixture ratio of each component, and are in the range which does not have a problem on construction, although there is a difference in compressive strength. Further, Example 3 shows the influence when the ambient temperature is lowered, but both the compressive strength and the adhesive strength are within the range where there is no problem even in an environment of 5 ° C. assuming winter. On the other hand, both Comparative Example 1 in which the blending ratio of calcined gypsum was 0, Comparative Example 2 and Comparative Example 3 in which the curing adjusting material was outside the appropriate range, lacked adhesive strength. As described above, it is possible to confirm that the adhesive strength and the compressive strength that allow the operator to enter the double floor and perform other operations can be obtained by curing for 16 hours after the installation of the unevenness adjusting material 4. did it.

第1の実施の形態の床構造であり、(1)は断面図、(2)は不陸調整材の拡大断面図である。It is a floor structure of a 1st embodiment, (1) is a sectional view and (2) is an expanded sectional view of an unevenness adjusting material. 第1の実施の形態の床構造の平面図である。It is a top view of the floor structure of a 1st embodiment. (1)は1列目の増打層に不陸調整材を設置した平面図、(2)は1列目の不陸調整材に床下地材を設置した平面図である。(1) is a plan view in which the unevenness adjusting material is installed in the first row of additional striking layers, and (2) is a plan view in which the floor base material is installed in the first row of unevenness adjusting material. 不陸調整材の経時変化による接着強度を表したグラフ図である。It is a graph showing the adhesive strength by the time-dependent change of a non-land surface adjustment material. (1)および(2)は従来の床構造の構築方法の断面図である。(1) And (2) is sectional drawing of the construction method of the conventional floor structure.

符号の説明Explanation of symbols

1、13 床構造
2、14 コンクリートスラブ
3 際根太
4、15 不陸調整材
5、16 床下地材
6、17 下床
7、18 仕上材
8 下部材
9 桟木
10 釘
DESCRIPTION OF SYMBOLS 1,13 Floor structure 2,14 Concrete slab 3 Inkita 4,15 Non-land surface adjustment material 5,16 Floor base material 6,17 Lower floor 7,18 Finishing material 8 Lower member 9 Pier 10 Nail

Claims (6)

焼石膏100重量部に対して、砂200〜700重量部と、セメント30〜300重量部および硬化調整剤からなることを特徴とする不陸調整用組成物。   A composition for unevenness adjustment comprising 200 to 700 parts by weight of sand, 30 to 300 parts by weight of cement, and a hardening adjusting agent with respect to 100 parts by weight of calcined gypsum. 請求項1の不陸調整用組成物100重量部に対して、水10〜20重量部を加えて混合したときの硬化時間が1時間以上であることを特徴とする不陸調整材。   Curing time when adding and mixing 10-20 weight part of water with respect to 100 weight part of the composition for unevenness adjustment of Claim 1 is 1 hour or more, The unevenness adjusting material characterized by the above-mentioned. 請求項2の不陸調整材を団子状にしてスラブ上面に適宜間隔をもって設置した後、この団子状の不陸調整材の上に熱可塑性発泡樹脂からなる床下地材を密接状に敷き詰めて下床を形成し、該下床上に仕上材を張り込むことを特徴とする床構造の構築方法。   After the unevenness adjusting material according to claim 2 is dumped and placed on the upper surface of the slab at an appropriate interval, a floor base material made of a thermoplastic foam resin is closely spread on the dumpling unevenness adjusting material. A method for constructing a floor structure, characterized in that a floor is formed and a finishing material is stuck on the lower floor. 不陸調整後の不陸調整材が互いに接触することのない間隔で、不陸調整材を設置することを特徴とする請求項3に記載の床構造の構築方法。   The method for constructing a floor structure according to claim 3, wherein the unevenness adjusting materials after the unevenness adjustment are installed at intervals at which the unevenness adjusting materials do not contact each other. 床下地材と不陸調整材間にプライマーを塗布し、この床下地材と不陸調整材間の接着強度が0.12N/mm以上であることを特徴とする請求項3または4に記載の床構造の構築方法。 5. The primer according to claim 3, wherein a primer is applied between the floor base material and the unevenness adjusting material, and an adhesive strength between the floor base material and the unevenness adjusting material is 0.12 N / mm 2 or more. To build a floor structure. スラブ上面と不陸調整材間にプライマーを塗布し、スラブ上面と不陸調整材間の接着強度が0.12N/mm以上であることを特徴とする請求項3または4に記載の床構造の構築方法。 The floor structure according to claim 3 or 4, wherein a primer is applied between the upper surface of the slab and the unevenness adjusting material, and an adhesive strength between the upper surface of the slab and the unevenness adjusting material is 0.12 N / mm 2 or more. How to build.
JP2007020956A 2006-02-23 2007-01-31 Non-land surface adjustment composition, non-land surface adjustment material, and method of constructing a floor structure using the non-land surface adjustment material Active JP4945254B2 (en)

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* Cited by examiner, † Cited by third party
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JPS57156354A (en) * 1981-03-24 1982-09-27 Nitto Chemical Industry Co Ltd Anhydrous gypsum-portland cement composition
JPS58199964A (en) * 1982-05-17 1983-11-21 吉野石膏株式会社 Constitution of floor foundation
JPH0813696B2 (en) * 1989-08-11 1996-02-14 電気化学工業株式会社 Cement hardwood
JPH0532436A (en) * 1991-07-30 1993-02-09 Denki Kagaku Kogyo Kk Quick hardening cement composition
JP2603169B2 (en) * 1991-12-11 1997-04-23 潤一 清水 Unconventional materials used for floor construction
JPH11268941A (en) * 1998-03-24 1999-10-05 Tokihisa Shoji Kk Mortar composition for constructing floor backing material, construction of floor backing material by using the mortar composition

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