JPH1037363A - Floating floor form and wet floating floor construction method - Google Patents
Floating floor form and wet floating floor construction methodInfo
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- JPH1037363A JPH1037363A JP20922496A JP20922496A JPH1037363A JP H1037363 A JPH1037363 A JP H1037363A JP 20922496 A JP20922496 A JP 20922496A JP 20922496 A JP20922496 A JP 20922496A JP H1037363 A JPH1037363 A JP H1037363A
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- floating
- floor
- formwork
- floating floor
- support
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Abstract
(57)【要約】
【課題】 湿式浮き床を構築するに際して周囲に破損や
汚染を与える虞がなく、しかも熟練を要することなく容
易に均一で高い精度の床を構築することが可能となる浮
き床用型枠およびこれを用いた湿式浮き床の構築方法を
得る。
【解決手段】 基礎床F上に載置される型枠支持部材1
0と、この型枠支持部材に基礎床との間に間隔をもって
支持されるとともに、その上面に床を構成する硬化性材
料が打設される型枠部材11とを備え、型枠支持部材1
0が、下部に形成されて型枠部材を支持する大径の台座
部15と、その上部に台座部よりも小径に形成されると
ともに上端部が床の天端位置まで延びる支柱部16とが
一体に成形されてなり、かつ型枠部材11が、平板状の
型枠部と19、この型枠部の所定位置から下方に突出
し、内部に支柱部16が挿通されるとともに、下端部が
台座部に支承される支持脚部20とが一体に成形されて
なる。
PROBLEM TO BE SOLVED: To provide a floating floor which has no risk of causing damage or contamination to surroundings when constructing a wet floating floor, and which can easily construct a uniform and high precision floor without requiring skill. A method for constructing a floor form and a wet floating floor using the same. SOLUTION: A form support member 1 placed on a foundation floor F
0, and a formwork member 11 supported by the formwork support member at an interval between the base floor and a curable material forming the floor is cast on the upper surface thereof.
0 has a large-diameter pedestal portion 15 formed at a lower portion to support a form member, and a support portion 16 formed at an upper portion thereof with a smaller diameter than the pedestal portion and having an upper end portion extending to a top position of the floor. The frame member 11 is formed integrally, and the frame member 11 projects downward from a predetermined position of the flat frame portion 19 and the predetermined shape of the frame portion. The support leg 20 supported by the portion is integrally formed.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、基礎床面の上方に
浮き床を構築する際に用いられる浮き床用型枠、および
当該型枠を用いた湿式浮き床の構築方法に関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating floor formwork used for constructing a floating floor above a foundation floor, and a method of constructing a wet floating floor using the formwork.
【0002】[0002]
【従来の技術】従来より、各種の建築物において、基礎
床との間に防振材等を介装することにより、固体伝搬音
を遮断する内装床として浮き床が用いられている。図1
2は、本発明者等が特願平7−332142号として先
に提案したこの種の浮き床を構築するための浮き床用型
枠を示すものである。この浮き床用型枠は、基礎床F上
に載置される円板状の支持部材1と、この支持部材1に
よって上記基礎床Fから浮いた状態で支持される型枠部
材2とから構成されたものであり、これら支持部材1と
型枠部材2とは、互いに異なる発泡合成樹脂によって成
形されている。ここで、上記型枠部材2は、平板状に形
成された型枠部3と、この型枠部3の所定位置から下方
に向けて漸次小径となる筒状の支持脚部4と、この支持
脚部4の上端部から上方に突出する円環状の突部5とが
一体に成形されたものであり、上記支持部材1の上部外
周に形成された段部6に上記支持脚部4の下端部が嵌合
されて一体化されることにより、この浮き床用型枠が構
成されている。2. Description of the Related Art In various buildings, a floating floor has been used as an interior floor for intercepting a solid-borne sound by interposing a vibration isolating material or the like between the building and a foundation floor. FIG.
2 shows a floating floor formwork for constructing such a floating floor proposed by the present inventors as Japanese Patent Application No. 7-332142. The floating floor form comprises a disk-shaped support member 1 placed on a base floor F, and a form member 2 supported by the support member 1 in a state of floating from the base floor F. The support member 1 and the frame member 2 are formed of mutually different foamed synthetic resins. Here, the mold member 2 includes a mold portion 3 formed in a flat plate shape, a cylindrical support leg portion 4 having a gradually decreasing diameter from a predetermined position of the mold portion 3 downward, and An annular projection 5 projecting upward from the upper end of the leg 4 is integrally formed, and a step 6 formed on the outer periphery of the upper portion of the support member 1 has a lower end of the support leg 4. The floating floor formwork is constituted by fitting and integrating the parts.
【0003】そして、基礎床F上に、上記支持部材1を
型枠部材2に嵌合した浮き床用型枠を所望の区画の全域
にわたって敷設し、次いで上記浮き床用型枠の突部5上
に補強材となるメッシュ7を載置した後に、その上方か
らモルタル等の硬化性材料8を所定の浮き床の上面の高
さHまで打設することによって、上記基礎床Fから浮い
た状態の湿式浮き床が構築される。このような構成から
なる浮き床用型枠によれば、当該浮き床用型枠を互いに
異なる発泡合成樹脂によって成形された支持部材1と型
枠部材2とによって構成しているので、上記支持部材1
の機械的強度や硬さを適宜設定することにより、浮き床
の耐荷重性を要求される部位に機械的強度の高い硬質な
支持部材1を接続し、また遮音性や歩行感が要求される
部位に軟質な支持部材1を接続するなどして、各部に要
求される諸要件に適合した浮き床を構築することができ
るといった優れた利点がある。[0003] On the base floor F, a floating floor form in which the support member 1 is fitted to the form member 2 is laid over the entire area of a desired section, and then the protrusion 5 of the floating floor form is formed. After the mesh 7 serving as a reinforcing material is placed thereon, a hardening material 8 such as mortar is poured from above to a predetermined height H of the upper surface of the floating floor, so that it floats from the base floor F. A wet floating floor is constructed. According to the floating floor form having the above-described configuration, the floating floor form is constituted by the support member 1 and the form member 2 formed of mutually different foamed synthetic resins. 1
By appropriately setting the mechanical strength and hardness of the floating floor, a hard support member 1 having high mechanical strength is connected to a portion of the floating floor where load resistance is required, and sound insulation and walking feeling are required. There is an excellent advantage that a floating floor meeting the various requirements required for each part can be constructed by connecting the soft support member 1 to the part.
【0004】[0004]
【発明が解決しようとする課題】ところで、上記従来の
浮き床用型枠を用いて湿式浮き床の構築する場合には、
先ず基礎床上に当該浮き床用型枠を敷設し、次いでこの
浮き床用型枠の上方からモルタル(硬化性材料)を圧送
した後に、土間均しおよび表面押さえの手順で作業が行
なわれているが、上記モルタルを圧送する際には、ホー
スの振り回し等によるホースの擦れやモルタルの飛散な
どによって、床や壁等を破損したりあるいは汚染したり
する虞があり、さらに作業者がモルタルの中に入って上
記土間均しや表面押さえを行なうために、当該作業によ
っても周囲をモルタルで汚すといった虞がある。よっ
て、このための養生作業と清掃に多大の手間を要すると
いう問題点があった。特に、浮き床を構築するに際して
は、床面の精度管理が極めて難しく、その作業に熟練を
要するという問題点もあった。When a wet floating floor is constructed using the above-mentioned conventional floating floor formwork,
First, the floating floor form is laid on the foundation floor, and then mortar (curable material) is pumped from above the floating floor form, and then the work is carried out in the steps of soil leveling and surface pressing. However, when the mortar is pressure-fed, floors and walls may be damaged or contaminated due to rubbing of the hose or scattering of the mortar due to swinging of the hose, etc. There is a possibility that the surroundings may be soiled with mortar even by the work in order to enter and perform the above-mentioned soil leveling and surface pressing. Therefore, there has been a problem that a great deal of time is required for the curing work and cleaning for this purpose. In particular, when constructing a floating floor, there is a problem that it is extremely difficult to control the accuracy of the floor surface, and that the operation requires skill.
【0005】本発明は、このような従来の浮き床用型枠
が有する課題を有効に解決すべくなされたもので、湿式
浮き床を構築するに際して周囲に破損や汚染を与える虞
がなく、しかも熟練を要することなく容易に均一で高い
精度の浮き床を構築することが可能となる浮き床用型枠
およびこれを用いた湿式浮き床の構築方法を提供するこ
とを目的とするものである。SUMMARY OF THE INVENTION The present invention has been made to effectively solve the problems of the conventional floating floor formwork, and there is no risk of damaging or contaminating the surroundings when constructing a wet floating floor. It is an object of the present invention to provide a floating floor formwork capable of easily constructing a uniform and high precision floating floor without requiring skill, and a method of constructing a wet floating floor using the same.
【0006】[0006]
【課題を解決するための手段】請求項1に記載の本発明
に係る浮き床用型枠は、基礎床上に載置される型枠支持
部材と、この型枠支持部材に基礎床との間に間隔をもっ
て支持されるとともに、その上面に浮き床を構成する硬
化性材料が打設される型枠部材とを備え、上記型枠支持
部材が、下部に形成されて型枠部材を支持する大径の台
座部と、その上部に上記台座部よりも小径に形成される
とともに上端部が浮き床の天端位置まで延びる支柱部と
が一体に成形されてなり、かつ上記型枠部材が、平板状
の型枠部と、この型枠部の所定位置から下方に突出し、
内部に支柱部が挿通されるとともに、下端部が上記台座
部に支承される支持脚部とが一体に成形されてなること
を特徴とするものである。ここで、請求項2に記載の発
明は、上記請求項1に記載の支柱部が、内部に弾性硬化
性材料が充填される穴部が穿設された円筒状に形成され
ていることを特徴とするものである。なお、上記型枠支
持部材と型枠部材とは、それぞれ遮音性の観点から発泡
合成樹脂によって成形することが好ましい。According to a first aspect of the present invention, there is provided a floating floor form according to the present invention, comprising a form supporting member mounted on a base floor, and a form supporting member mounted on the form supporting member. A mold member on which a curable material forming a floating floor is cast on the upper surface thereof, wherein the mold support member is formed at a lower portion to support the mold member. A pedestal portion having a diameter, and a column portion having a diameter smaller than that of the pedestal portion formed on the upper portion thereof and having an upper end portion extending to the top end position of the floating floor are integrally formed, and the formwork member is a flat plate. Shape mold part, projecting downward from a predetermined position of this mold part,
A support portion is inserted into the inside, and a lower end portion is integrally formed with a support leg portion supported by the pedestal portion. Here, the invention according to claim 2 is characterized in that the support according to claim 1 is formed in a cylindrical shape having a hole into which an elastic hardening material is filled. It is assumed that. The mold supporting member and the mold member are preferably formed of a foamed synthetic resin from the viewpoint of sound insulation.
【0007】次いで、請求項3に記載の湿式浮き床の構
築方法は、請求項1または2に記載の浮き床用型枠を用
いて、先ず基礎床上に、複数の上記型枠支持部材と、そ
の支柱部を支持脚部内に挿通させて下端部を台座部の外
周に支承させた上記型枠部材とからなる浮き床用型枠を
敷設し、次いで上記支柱部の上端に、浮き床の上面を画
成する天端浮き型枠を取付けた後に、上記浮き床用型枠
と天端浮き型枠との間に浮き床を構成する硬化性材料を
注入して硬化させることを特徴とするものである。この
際に、請求項4に記載の発明は、請求項2に記載の浮き
床用型枠を用いて、上記支柱部の穴部に弾性硬化性材料
を充填して硬化させることにより、天端浮き型枠を上記
弾性硬化性材料に釘打ちによって取付けることを特徴と
するものである。Next, a method for constructing a wet floating floor according to claim 3 uses the floating floor form according to claim 1 or 2 to firstly form a plurality of the form supporting members on a base floor; A form for a floating floor comprising the above-mentioned form member having the support portion inserted into the support leg portion and the lower end supported on the outer periphery of the pedestal portion is laid, and then the upper surface of the floating floor is provided at the upper end of the support portion. After mounting the top-end floating formwork defining the above, a curable material forming the floating floor is injected and cured between the floating-form formwork and the top-end floating formwork. It is. At this time, the invention according to claim 4 uses the floating floor formwork according to claim 2 to fill and harden an elastic curable material into the hole of the support portion, thereby forming a top. The floating mold is attached to the elastic hardening material by nailing.
【0008】また、請求項5に記載の発明は、請求項3
または4に記載の発明において天端浮き型枠を取付ける
際に、予め当該天端浮き型枠の下面に、クッション材を
取付けておき、上記硬化性材料の硬化時にその上面に上
記クッション材を一体に打込むことを特徴とするもので
あり、さらに、請求項6に記載の発明は、上記天端浮き
型枠を取付ける際に、予め当該天端浮き型枠の下面に、
面状発熱体を取付けておき、上記硬化性材料の硬化時に
その上面に上記面状発熱体を一体に打込むことを特徴と
するものである。[0008] The invention described in claim 5 is the third invention.
Alternatively, in mounting the top-end floating form in the invention described in 4, the cushioning material is attached to the lower surface of the top-side floating form in advance, and the cushioning material is integrated with the upper surface when the curable material is cured. In addition, the invention according to claim 6 is characterized in that when mounting the top-end floating formwork, the lower surface of the top-end floating formwork is
A planar heating element is attached, and the planar heating element is integrally driven into the upper surface of the curable material when the curable material is cured.
【0009】請求項1または2に記載の浮き床用型枠お
よびこれを用いた請求項3〜6のいずれかに記載の湿式
浮き床の構築方法によれば、浮き床用型枠の一部を構成
する型枠支持部材の台座部の上部に、上端部が浮き床の
天端位置まで延びる支柱部を一体に形成し、この支柱部
の上端に浮き床の上面を画成する天端浮き型枠を取付け
て、上記浮き床用型枠と天端浮き型枠との間に浮き床を
構成するモルタル等の硬化性材料を注入しているので、
上記硬化性材料の打設時における飛散によって壁や床等
の周囲を汚染することが防止されるとともに、上記硬化
性材料内からの土間均しや表面押さえを行なう必要がな
いため、従来のような作業者の硬化性材料内への出入り
によって周囲を汚染することもない。このため、周囲に
対する養生のための作業やそれに要する費用も大幅に軽
減化することが可能となる。加えて、上記支柱部に天端
浮き型枠を取付けることにより、熟練を要することなく
容易に均一で高い精度の浮き床を構築することが可能と
なる。According to the floating floor form of the first or second aspect and the wet floating floor construction method according to any one of the third to sixth aspects, a part of the floating floor form is used. On the upper part of the pedestal part of the form support member constituting the above, a pillar part whose upper end part extends to the top end position of the floating floor is integrally formed, and a top end float that defines the upper surface of the floating floor at the upper end of this pillar part Since the mold is attached, and a hardening material such as mortar that forms the floating floor is injected between the floating floor form and the top floating form,
It is possible to prevent the surroundings of walls and floors from being contaminated by scattering at the time of casting the curable material, and it is not necessary to level the soil or press down the surface from within the curable material. The surroundings are not contaminated by the ingress and egress of the hard worker into and out of the curable material. For this reason, it is possible to greatly reduce the work for curing the surroundings and the cost required for the work. In addition, by attaching the top-end floating formwork to the above-mentioned support portion, it becomes possible to easily construct a uniform and high-precision floating floor without requiring skill.
【0010】しかも、浮き床用型枠に作業者が乗って作
業を行なうことがないため、硬化性材料の補強材とし
て、敢えて強度の高いワイヤーメッシュを用いる必要が
なく、この結果ファイバー等の繊維状の補強材を用いる
ことができるために、室内を傷つける虞がなくなるとと
もに、敷設費用も軽減かすることができる。加えて、浮
き床用型枠自体の軟質化も図ることができるために、そ
の軽量化とコストの低減化も併せて達成することが可能
となる。この際に、特に請求項2に記載の浮き床用型枠
およびこれを用いた請求項4に記載の湿式浮き床の構築
方法によれば、支柱部に穴部を形成し、この穴部に弾性
硬化性材料を充填して硬化させることにより、天端浮き
型枠を上記弾性硬化性材料に釘打ちによって取付けるこ
とができるために、作業が容易であり、さらに釘打ち可
能な湿式浮き床下地を構築することが可能となる。Moreover, since the worker does not ride on the floating floor formwork to perform the work, there is no need to use a high-strength wire mesh as a reinforcing material for the curable material. Since the reinforcing member can be used, there is no danger of damaging the interior of the room, and the installation cost can be reduced. In addition, since the floating floor form itself can be softened, it is possible to achieve both weight reduction and cost reduction. In this case, in particular, according to the floating floor form according to claim 2 and the method for constructing a wet floating floor according to claim 4 using the same, a hole is formed in the column, and the hole is formed in the hole. Filling and hardening the elastic hardening material allows the top-end floating formwork to be attached to the elastic hardening material by nailing, so that the work is easy, and the wet floating floor base that can be nailed is further provided. Can be constructed.
【0011】また、請求項5に記載の発明のように、予
め天端浮き型枠の下面にクッション材を取付けることに
より、上記硬化性材料の上面にクッション材を一体に打
込むようにすれば、コストの高いクッション材付き表面
仕上げ材を使用することなくソフトで遮音性能に優れた
床下地を構築することができ、しかも上記クッション材
によって、硬化性材料の表面乾燥によるひび割れの養生
も併せて行なうことができて好適である。さらに、請求
項6に記載の発明のように、天端浮き型枠の下面に面状
発熱体を取付けておいて、上記硬化性材料の上面に一体
に打込むようにすれば、上記浮き床用型枠を発泡合成樹
脂によって構成することにより、熱の遮断効果が向上す
ることとあいまって、優れた床暖房性能を得ることがで
きるとともに、床暖工事のコストと施工時間とを共に軽
減することが可能となる。According to a fifth aspect of the present invention, a cushioning material is previously attached to the lower surface of the top-end floating mold so that the cushioning material is integrally driven on the upper surface of the curable material. It is possible to construct a soft and excellent sound insulation performance without using a costly surface finish with cushioning material, and the cushioning material also cures cracks due to surface drying of the curable material. It is preferred that it can be performed. Further, according to the invention as set forth in claim 6, if the planar heating element is attached to the lower surface of the top-end floating formwork and is integrally driven into the upper surface of the curable material, the floating floor can be obtained. By using a foamed synthetic resin for the formwork, it is possible to obtain excellent floor heating performance, in addition to improving the heat blocking effect, and to reduce both the cost and the construction time of the floor heating work. It becomes possible.
【0012】[0012]
【発明の実施の形態1】図1は、本発明に係る浮き床用
型枠の第1の実施形態を示すもので、この浮き床用型枠
は、基礎床F上に載置される型枠支持部材10と、この
型枠支持部材10に上記基礎床Fとの間に間隔をもって
支持され、その上面に床を構成するモルタル(硬化性材
料)12が打設される型枠部材11とから概略構成され
たものであり、上記型枠支持部材10と型枠部材11と
は、互いに異なる発泡合成樹脂によって成形されてい
る。ここで、上記型枠支持部材10は、上記基礎床F上
に載置される下部に大径円板状の台座部15が形成さ
れ、この台座部15の上面に、外径が台座部15よりも
小径の支柱部16が一体に形成されたものである。この
支柱部16は、内部にモルタルが充填される穴部17が
穿設された円筒状に形成されており、その上端面16a
の位置が浮き床の天端位置になる高さ寸法に設定されて
いる。また、台座部15の上面外周部には、上記型枠部
材11を支承するための段部18が形成されている。FIG. 1 shows a first embodiment of a floating floor formwork according to the present invention. The floating floor formwork is a mold mounted on a foundation floor F. A frame support member 10, a form member 11 supported by the form support member 10 with a space between the foundation floor F, and a mortar (curable material) 12 forming a floor on the upper surface thereof. The mold supporting member 10 and the mold member 11 are formed of mutually different foamed synthetic resins. Here, the mold support member 10 has a large-diameter disc-shaped pedestal portion 15 formed at a lower portion mounted on the base floor F, and an outer diameter of the pedestal portion 15 is formed on an upper surface of the pedestal portion 15. The strut portion 16 having a smaller diameter than that of the support portion is integrally formed. The column 16 is formed in a cylindrical shape having a hole 17 into which mortar is filled, and has an upper end surface 16a.
Is set to the height dimension that will be the top end position of the floating floor. Further, a step portion 18 for supporting the form member 11 is formed on the outer peripheral portion of the upper surface of the pedestal portion 15.
【0013】他方、上記型枠部材11は、水平方向に延
びる平板状の型枠部19と、この型枠部19を支持すべ
き複数箇所に設けられた支持脚部20とが一体に成形さ
れたものである。上記支持脚部20は、型枠部19から
下方に突出する円筒状に形成されており、その外内径は
下方に向けて漸次小径になるように形成されている。そ
して、上記型枠部材11は、その支持脚部20内に型枠
支持部材10の支柱部16が挿通されるとともに、下端
部が上記台座部15の段部18に着脱自在に嵌合される
ことにより、上記型枠支持部材10によって基礎床Fか
ら浮いた状態で支承されている。On the other hand, the mold member 11 is formed by integrally forming a flat mold portion 19 extending in the horizontal direction and supporting legs 20 provided at a plurality of places where the mold portion 19 is to be supported. It is a thing. The support leg portion 20 is formed in a cylindrical shape that protrudes downward from the mold frame portion 19, and is formed such that an outer diameter thereof gradually decreases downward. The support 16 of the form support member 10 is inserted into the support leg 20 of the form member 11, and the lower end of the form member 11 is detachably fitted to the step 18 of the pedestal 15. Thus, the form supporting member 10 is supported by the form supporting member 10 in a state of floating from the foundation floor F.
【0014】次いで、図2〜図5に基づいて、以上の構
成からなる浮き床用型枠を用いた本発明に係る湿式浮き
床の構築方法の第1の実施形態について説明する。先
ず、図2に示すように、床下地のレベル決めを行なうと
ともに、壁縁切り材21を取付けた後に、レベル定規を
用いてレベル糸22を張設する。次いで、図3に示すよ
うに、基礎床F上の所定位置に複数の上記型枠支持部材
10と、その支柱部16を支持脚部20内に挿通させて
下端部を台座部15の段部18に嵌合させた上記型枠部
材11とからなる浮き床用型枠を、上記基礎床Fの全面
にわたって敷設し、上記型枠部材11上に、ファイバー
等の繊維状の補強材を配設する。また、この際に上記型
枠支持部材10における支柱部16の穴部17内に、予
めあるいは基礎床F上に取付けた後にモルタル(弾性硬
化性材料)23を充填させて硬化させるとともに、上記
モルタル23内に釘部材24を打設しておく。そして、
図4に示すように、上記支柱部16の上端面16a上
に、上記釘部材24を用いて浮き床の上面を画成する天
端浮き型枠25を取付ける。ここで、上記天端浮き型枠
25は、図10および図11に示すように、例えば発泡
ポリプロピレンによって成形された板状部材で、その下
面25aが平坦に形成されている。そして、この天端浮
き型枠25の上面には補強リブ26が格子状に形成され
ており、さらに外周の縁部2辺には隣接する天端浮き型
枠25の2辺25bと係合する接続補強リブ25cが形
成されている。Next, a first embodiment of a method for constructing a wet floating floor according to the present invention using the floating floor formwork having the above-described configuration will be described with reference to FIGS. First, as shown in FIG. 2, the level of the floor base is determined, and after attaching the wall trimming material 21, a level thread 22 is stretched using a level ruler. Next, as shown in FIG. 3, the plurality of form support members 10 and the support columns 16 are inserted into the support legs 20 at predetermined positions on the base floor F, and the lower ends of the support members 10 are stepped portions of the pedestal portions 15. A form for a floating floor comprising the form member 11 fitted to 18 is laid over the entire surface of the base floor F, and a fibrous reinforcing material such as fiber is provided on the form member 11. I do. At this time, the mortar (elastic curable material) 23 is filled in the hole 17 of the support 16 in the form support member 10 before or after it is mounted on the base floor F, and is hardened. A nail member 24 is cast in the inside 23. And
As shown in FIG. 4, on the upper end surface 16a of the support portion 16, a top-end floating formwork 25 that defines the upper surface of the floating floor is attached using the nail member 24. Here, as shown in FIGS. 10 and 11, the top-end floating mold frame 25 is a plate-like member formed of, for example, foamed polypropylene, and has a lower surface 25a formed flat. Reinforcing ribs 26 are formed in a lattice shape on the upper surface of the top-end floating form 25, and two sides 25b of the outer periphery are engaged with two sides 25b of the adjacent top-end floating form 25. The connection reinforcing rib 25c is formed.
【0015】そして、上記天端浮き型枠25は、その下
面25aに発泡成形体からなるクッション材27が貼設
されたうえで、補強リブ26の交差部に形成された孔部
28内に上記釘部材24が挿通されることにより、上記
支持部16の上端面16aに取付けられている。このよ
うにして、浮き床を形成する区画の全面にわたって天端
浮き型枠25を取付けた後に、図5に示すように、上記
天端浮き型枠25に穿設された注入孔29にモルタル注
入用のホースを取付けるとともに、エアー抜き孔30に
エアー抜きホースを取付け、上記モルタル注入用ホース
を介して注入孔29から、浮き床用型枠と天端浮き型枠
25との間にモルタル12を注入する。そして、このモ
ルタル12を注入した後に上記ホースを抜取り、さらに
モルタル12が硬化した後に天端浮き型枠25を撤去す
ることにより、上面に上記クッション材27が一体に打
込まれた浮き床の構築が完了する。なお、上記天端浮き
型枠25が打込み型枠である場合には、当該天端浮き型
枠25の撤去は行なわない。The top-end floating form frame 25 has a cushion member 27 made of a foam molded body adhered to a lower surface 25a thereof, and then has a hole 28 formed at the intersection of the reinforcing ribs 26 in the hole 28. The nail member 24 is attached to the upper end surface 16a of the support portion 16 by being inserted. After attaching the top-end floating form 25 to the entire surface of the section forming the floating floor in this way, as shown in FIG. 5, the mortar is injected into the injection hole 29 formed in the top-end floating form 25. At the same time, an air release hose is attached to the air release hole 30, and the mortar 12 is inserted between the floating floor formwork and the top-end floating formwork 25 from the injection hole 29 via the mortar injection hose. inject. Then, after the mortar 12 has been injected, the hose is withdrawn, and after the mortar 12 has hardened, the top-end floating form 25 is removed, thereby constructing a floating floor in which the cushion material 27 is integrally driven into the upper surface. Is completed. When the top floating form 25 is a driving form, the top floating form 25 is not removed.
【0016】上記構成からなる浮き床用型枠によれば、
浮き床用型枠を互いに異なる発泡合成樹脂によって成形
された型枠支持部材10と型枠部材11とによって構成
しているので、図12に示した従来のものと同様に、上
記支持部材10の機械的強度や硬さを適宜設定すること
により、各部に要求される諸要件に適合した浮き床を構
築することができるといった優れたが得られることに加
えて、さらに浮き床用型枠およびこれを用いた湿式浮き
床の構築方法にあっては、型枠支持部材10の台座部1
5上に、上端部16aが浮き床の天端位置まで延びる支
柱部16を一体に形成し、この支柱部16の上端に浮き
床の上面を画成する天端浮き型枠25を取付けて、上記
浮き床用型枠と天端浮き型枠25との間にモルタル12
を注入しているので、上記モルタル12の打設時におけ
る飛散によって壁や床等の周囲を汚染することが防止さ
れるとともに、上記モルタル12内からの土間均しや表
面押さえを行なう必要がないため、作業者のモルタル内
への出入りによって周囲を汚染することもない。このた
め、周囲に対する養生のための作業やそれに要する費用
も大幅に軽減化することができるとともに、上記支柱部
16に天端浮き型枠25を取付けることにより、熟練を
要することなく容易に均一で高い精度の浮き床を構築す
ることができるといった顕著な効果が得られる。According to the floating floor form having the above structure,
Since the floating floor formwork is constituted by the formwork support member 10 and the formwork member 11 formed of foam synthetic resins different from each other, similar to the conventional one shown in FIG. By setting the mechanical strength and hardness appropriately, it is possible to construct a floating floor that meets the various requirements required for each part. In the method of constructing a wet floating floor using the
On the top 5, a support 16 is formed integrally with an upper end 16a extending to the top position of the floating floor, and a top floating formwork 25 that defines the upper surface of the floating floor is attached to the upper end of the support 16; A mortar 12 is provided between the floating floor form and the top floating form 25.
, The mortar 12 is prevented from contaminating the surroundings such as walls and floors due to scattering at the time of casting, and there is no need to level the soil or press down the surface from within the mortar 12. Therefore, the surroundings are not contaminated by workers entering and leaving the mortar. Therefore, the work for curing the surroundings and the cost required for the surroundings can be greatly reduced, and by attaching the top-end floating form frame 25 to the support 16, it is easy and uniform without skill. A remarkable effect that a floating floor with high precision can be constructed can be obtained.
【0017】しかも、浮き床用型枠に作業者が乗って作
業を行なうことがないため、モルタル12の補強材とし
て、敢えて強度の高いワイヤーメッシュを用いる必要が
なく、ファイバー等の繊維状の補強材を用いることがで
きるために、室内を傷つける虞がなくなるとともに、敷
設費用も軽減かすることができる。加えて、浮き床用型
枠自体の軟質化も図ることができるために、その軽量化
とコストの低減化も併せて達成することが可能となる。
また、支柱部16に穴部17を形成し、この穴部17に
モルタル23を充填して硬化させているので、天端浮き
型枠25を上記モルタル23に直接釘打ちによって取付
けることができ、よって作業が容易であるとともに、さ
らに釘打ち可能な湿式浮き床下地を構築することができ
る。In addition, since the worker does not ride on the floating floor formwork to perform the work, it is not necessary to use a high-strength wire mesh as a reinforcing material for the mortar 12, and the fiber-like reinforcement such as fiber can be used. Since the material can be used, there is no danger of damaging the room, and the installation cost can be reduced. In addition, since the floating floor form itself can be softened, it is possible to achieve both weight reduction and cost reduction.
Further, since the hole 17 is formed in the support 16 and the mortar 23 is filled in the hole 17 and hardened, the top floating frame 25 can be directly attached to the mortar 23 by nailing. Therefore, the work is easy, and a wet floating floor base that can be nailed can be constructed.
【0018】さらに、予め天端浮き型枠25の下面にク
ッション材27を取付けることにより、上記モルタル1
2の上面にクッション材27を一体に打込むことができ
るために、コストの高いクッション材付き表面仕上げ材
を使用することなくソフトで遮音性能に優れた浮き床下
地を構築することができ、しかも上記クッション材27
によって、モルタル12の表面乾燥によるひび割れの養
生も併せて行なうことができる。加えて、上記クッショ
ン材27として発泡成形体を用いているので、モルタル
12の注入時における表面のエアー溜まりによるピンホ
ールなどの欠損の発生を防止することができ、かつクッ
ション材27の空間部分へモルタル12が食い込むため
に、接着剤を用いること無く上記モルタル12の上面に
打込むことができ、よって浮き床の表面仕上げにおける
接着工程を削減することができ、コストの低減化を図る
ことができる。また、天端浮き型枠25として、発泡ポ
リプロピレンを用いているので、一般の木材を用いた場
合と比較して重量を1/3〜1/6にすることができ、
よって取り扱いが極めて容易になるとともに、吸湿性が
なくモルタル12との剥離も容易であるため、くるいを
生じる虞がなくて転用性に優れる。また、刃物等により
容易に切断加工することができるため、作業が簡易であ
るとともに、横持ちや振り回しによって周囲の壁や建具
に損傷を与える危険性も無い。Further, the mortar 1 is provided by attaching a cushion material 27 to the lower surface of the top floating frame 25 in advance.
Since the cushioning material 27 can be integrally driven into the upper surface of the base material 2, a floating floor substrate having excellent softness and sound insulation performance can be constructed without using a costly surface finishing material with a cushioning material. The cushion material 27
Thereby, the curing of the cracks due to the surface drying of the mortar 12 can be performed at the same time. In addition, since a foam molded article is used as the cushion material 27, it is possible to prevent the occurrence of defects such as pinholes due to air accumulation on the surface when the mortar 12 is injected, and to the space of the cushion material 27. Since the mortar 12 penetrates, the mortar 12 can be driven into the upper surface of the mortar 12 without using an adhesive, so that the number of bonding steps in the surface finishing of the floating floor can be reduced, and the cost can be reduced. . In addition, since foamed polypropylene is used for the top-end floating formwork 25, the weight can be reduced to 1/3 to 1/6 as compared with the case where ordinary wood is used.
Therefore, the handling becomes extremely easy, and since there is no hygroscopicity and the peeling off from the mortar 12 is easy, there is no danger of curling and the diversion is excellent. In addition, since the cutting work can be easily performed with a blade or the like, the work is simple, and there is no danger of damaging surrounding walls and fittings due to lateral holding or swinging.
【0019】[0019]
【発明の実施の形態2】図6は、本発明に係る浮き床用
型枠の第2の実施形態を示すもので、図1および図10
〜図12に示したものと同一構成部分については、同一
符号を付してその説明を省略する。この実施形態の浮き
床用型枠においては、型枠部材11がこれと異なる発泡
合成樹脂によって成形された型枠支持部材31および、
図12に示したものと同様の支持部材32によって基礎
床F上に支承されている。ここで、上記型枠支持部材3
1は、上記基礎床F上に載置される大径円板状の台座部
33と、この台座部33上面に立設されて外径が台座部
33よりも小径の中実円柱状の支柱部34とが一体に成
形されたものであり、上記支柱部34の上端面34aの
位置が浮き床の天端位置になる高さ寸法に設定されてい
る。また、台座部33の上面外周部には、上記型枠部材
11を支承するための段部35が形成されている。FIG. 6 shows a second embodiment of a floating floor formwork according to the present invention.
12 are denoted by the same reference numerals and description thereof will be omitted. In the floating floor formwork of this embodiment, the formwork member 11 is a formwork support member 31 formed of a different synthetic resin, and
It is supported on a foundation floor F by a support member 32 similar to that shown in FIG. Here, the form support member 3
Reference numeral 1 denotes a large-diameter disk-shaped pedestal portion 33 placed on the base floor F, and a solid column-shaped support standing upright on the pedestal portion 33 and having an outer diameter smaller than the pedestal portion 33. The support 34 is formed integrally with the support 34, and the height of the support 34 is such that the upper end surface 34a of the support 34 is at the top of the floating floor. A step 35 for supporting the form member 11 is formed on the outer periphery of the upper surface of the pedestal 33.
【0020】次いで、図7〜図9に基づいて、上記構成
からなる浮き床用型枠を用いた本発明の湿式浮き床構築
方法の第2の実施形態について説明する。先ず、図7に
示すように、床下地のレベル決め、壁縁切り材21を取
付け、おおよびレベル糸22を張設した後に、基礎床F
上の所定位置に上記型枠支持部材31および支持部材3
2の台座部33、36の段部35に嵌合させた上記型枠
部材11を上記基礎床Fの全面にわたって敷設し、上記
型枠部材11上に、ファイバー等の繊維状の補強材を配
設する。次いで、図8に示すように、上記支柱部34の
上端面34aに、ボルトおよびナットを用いた止め金3
7によって浮き床の上面を画成する上記天端浮き型枠2
5を取付ける。この際に、天端浮き型枠25の下面25
aには、予め同様に発泡成形体からなるクッション材2
7を取付けておく。Next, a second embodiment of the wet floating floor construction method of the present invention using the floating floor form having the above-mentioned structure will be described with reference to FIGS. First, as shown in FIG. 7, after deciding the level of the floor base, attaching the wall trimming material 21, and stretching the level yarn 22, the base floor F
The form support member 31 and the support member 3
The form member 11 fitted to the step portions 35 of the second pedestal portions 33 and 36 is laid over the entire surface of the base floor F, and a fibrous reinforcing material such as fiber is disposed on the form member 11. Set up. Next, as shown in FIG. 8, a stopper 3 using bolts and nuts is provided on the upper end surface 34a of the support portion 34.
7. The top-end floating formwork 2 that defines the upper surface of the floating floor by 7
Install 5. At this time, the lower surface 25 of the top floating frame 25
a is a cushion material 2 previously made of a foamed molded body.
7 is attached.
【0021】このように、浮き床を形成する区画の全面
にわたって天端浮き型枠25を取付けた後に、図9に示
すように、上記天端浮き型枠25の注入孔29にモルタ
ル注入用のホース38を取付けるとともに、エアー抜き
孔30にエアー抜きホース(図示を略す。)を取付け、
上記注入孔29から、浮き床用型枠と天端浮き型枠25
との間にモルタル12を注入する。そして、このモルタ
ル12を注入した後に上記ホースを抜取り、さらにモル
タル12が硬化した後に天端浮き型枠25を撤去するこ
とにより、上面に上記クッション材27が一体に打込ま
れた浮き床の構築が完了する。したがって、本実施形態
の浮き床用型枠およびこれを用いた湿式浮き床の構築方
法にあっても、第1の実施形態に示したものと同様の作
用効果を得ることができる。As described above, after the top-end floating frame 25 is attached to the entire surface of the section forming the floating floor, as shown in FIG. Attach the hose 38 and attach an air release hose (not shown) to the air release hole 30.
From the injection hole 29, the floating floor formwork and the top-end floating formwork 25 are formed.
And mortar 12 is injected between them. Then, after the mortar 12 has been injected, the hose is withdrawn, and after the mortar 12 has hardened, the top-end floating form 25 is removed, thereby constructing a floating floor in which the cushion material 27 is integrally driven into the upper surface. Is completed. Therefore, also in the floating floor form of this embodiment and the method of constructing a wet floating floor using the same, the same operation and effect as those shown in the first embodiment can be obtained.
【0022】なお、上記実施形態の説明においては、天
端浮き型枠25の下面にクッション材27を貼設してお
き、これをモルタル12の上面に一体に打込んだ場合に
ついてのみ説明したが、例えば上記天端浮き型枠25の
下面に面状発熱体を取付けておいて、これを上記モルタ
ル12の上面に一体に打込むようにすれば、上記浮き床
用型枠が発泡合成樹脂によって構成されていることによ
り、熱の遮断効果が向上することとあいまって、優れた
床暖房性能を得ることができるとともに、床暖工事のコ
ストと施工時間とを共に軽減することが可能となる。In the description of the above embodiment, only the case where the cushion material 27 is stuck on the lower surface of the top-end floating mold frame 25 and this is integrally driven into the upper surface of the mortar 12 has been described. For example, if a planar heating element is attached to the lower surface of the top-end floating mold frame 25 and this is integrally driven into the upper surface of the mortar 12, the floating floor mold is made of foam synthetic resin. With this configuration, in addition to improving the heat blocking effect, excellent floor heating performance can be obtained, and both the cost and the construction time of the floor heating work can be reduced.
【0023】[0023]
【発明の効果】以上説明したように、本発明に係る浮き
床用型枠およびこれを用いた湿式浮き床の構築方法によ
れば、浮き床を構成する硬化性材料の打設時における飛
散によって壁や床等の周囲を汚染することが防止される
とともに、上記硬化性材料内からの土間均しや表面押さ
えを行なう必要がないため、周囲を汚染することもな
く、よって周囲に対する養生のための作業やそれに要す
る費用も大幅に軽減化することが可能になり、かつ上記
支柱部に天端浮き型枠を取付けることにより、熟練を要
することなく容易に均一で高い精度の浮き床を構築する
ことが可能となる。さらに、硬化性材料の補強材として
ファイバー等の繊維状の補強材を用いることができるた
めに、室内を傷つける虞がなくなるとともに、敷設費用
も軽減かすることができ、かつ浮き床用型枠自体の軟質
化も図ることができるために、その軽量化とコストの低
減化も併せて達成することが可能になるといった優れた
効果が得られる。As described above, according to the floating floor form and the method of constructing a wet floating floor using the same according to the present invention, the hardening material constituting the floating floor is scattered during casting. This prevents contamination of the surroundings of walls and floors, and eliminates the need for leveling and surface pressing from the inside of the curable material. Work and the cost required for it can be greatly reduced, and by attaching a top-end floating formwork to the above-mentioned support, a uniform and high-precision floating floor can be easily constructed without skill. It becomes possible. Further, since a fibrous reinforcing material such as fiber can be used as a reinforcing material for the curable material, there is no danger of damaging the room, the laying cost can be reduced, and the floating floor form itself is used. Because of its softness, it is possible to obtain an excellent effect that it is possible to achieve both weight reduction and cost reduction.
【図1】本発明の浮き床用型枠の第1の実施形態を示す
要部の縦断面図である。FIG. 1 is a longitudinal sectional view of a main part showing a first embodiment of a floating floor formwork of the present invention.
【図2】本発明の湿式浮き床の構築方法の第1の実施形
態においてレベル調整後の状態を示す正面図である。FIG. 2 is a front view showing a state after level adjustment in the first embodiment of the wet floating floor construction method of the present invention.
【図3】図2の基礎床上に浮き床用型枠を取付けた状態
を示す縦断面図である。FIG. 3 is a longitudinal sectional view showing a state in which a floating floor formwork is mounted on the foundation floor of FIG. 2;
【図4】図3の型枠上に天端浮き型枠を取付けた状態を
示す縦断面図である。FIG. 4 is a longitudinal sectional view showing a state where a top-end floating formwork is mounted on the formwork of FIG. 3;
【図5】図4の天端浮き型枠から内部にモルタルを注入
する状態を示す縦断面図である。5 is a longitudinal sectional view showing a state in which mortar is injected into the inside from the top floating mold of FIG. 4;
【図6】本発明の浮き床用型枠の第2の実施形態を示す
要部の縦断面図である。FIG. 6 is a longitudinal sectional view of a main part showing a second embodiment of the floating floor formwork of the present invention.
【図7】本発明の湿式浮き床の構築方法の第2の実施形
態において基礎床上に浮き床用型枠を取付けた状態を示
す縦断面図である。FIG. 7 is a longitudinal sectional view showing a state in which a floating floor form is mounted on a foundation floor in a second embodiment of the method for constructing a wet floating floor according to the present invention.
【図8】図7の型枠上に天端浮き型枠を取付けた状態を
示す縦断面図である。8 is a longitudinal sectional view showing a state where a top-end floating formwork is mounted on the formwork of FIG. 7;
【図9】図8の天端浮き型枠から内部にモルタルを注入
する状態を示す縦断面図である。FIG. 9 is a longitudinal sectional view showing a state in which mortar is injected into the inside from the top floating mold of FIG. 8;
【図10】図4の天端浮き型枠を示す平面図である。FIG. 10 is a plan view showing the top floating frame of FIG. 4;
【図11】図10のA−A線視断面図である。FIG. 11 is a sectional view taken along line AA of FIG. 10;
【図12】従来の浮き床用型枠を示す要部の縦断面図で
ある。FIG. 12 is a longitudinal sectional view of a main part showing a conventional floating floor formwork.
10、31 型枠支持部材 11 型枠部材 12 モルタル(硬化性材料) 15、33 台座部 16、34 支持部 17 穴部 19 型枠部 20 支持脚部 23 モルタル(弾性硬化性材料) 25 天端浮き型枠 27 クッション材 10, 31 Form support member 11 Form member 12 Mortar (curable material) 15, 33 Pedestal part 16, 34 Support part 17 Hole part 19 Form part 20 Support leg part 23 Mortar (elastic curable material) 25 Top Floating formwork 27 Cushion material
───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉本 賢司 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 佐藤 裕自 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 (72)発明者 石田 進 埼玉県所沢市下富1207−17 レオ株式会社 内 (72)発明者 吉川 博伸 東京都千代田区内幸町二丁目1番1号 株 式会社ジェイエスピー内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Kenji Sugimoto 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Inside Taisei Construction Co., Ltd. (72) Inventor Hiroto Sato 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo No. Taisei Construction Co., Ltd. (72) Inventor Susumu Ishida 1207-17 Shimotomi, Tokorozawa-shi, Saitama Prefecture Inside Leo Corporation (72) Inventor Hironobu Yoshikawa 2-1-1 Uchisaiwaicho, Chiyoda-ku, Tokyo Inside JSP
Claims (6)
この型枠支持部材に上記基礎床との間に間隔をもって支
持されるとともに、その上面に浮き床を構成する硬化性
材料が打設される型枠部材とを備えてなり、 上記型枠支持部材は、下部に形成されて上記型枠部材を
支持する大径の台座部と、その上部に上記台座部よりも
小径に形成されるとともに上端部が上記浮き床の天端位
置まで延びる支柱部とが一体に成形されてなり、 かつ上記型枠部材は、平板状の型枠部と、この型枠部の
所定位置から下方に突出し、内部に上記支柱部が挿通さ
れるとともに、下端部が上記台座部に支承される支持脚
部とが一体に成形されてなることを特徴とする浮き床用
型枠。1. A form support member mounted on a foundation floor;
A mold member supported by the mold support member at an interval between the base floor and a hardening material forming a floating floor on the upper surface thereof; A large-diameter pedestal portion formed at the lower portion to support the formwork member, and a column portion formed at the upper portion to have a smaller diameter than the pedestal portion and having an upper end portion extending to a top end position of the floating floor. Are integrally formed, and the formwork member projects downward from a predetermined position of the flat formwork section and the formwork section, and the support section is inserted therein, and the lower end section is formed as described above. A floating floor formwork, wherein a support leg supported on the base is integrally formed.
充填される穴部が穿設された円筒状に形成されているこ
とを特徴とする請求項1に記載の浮き床用型枠。2. The floating floor form according to claim 1, wherein the support portion is formed in a cylindrical shape having a hole into which an elastic hardening material is filled. .
を用いて、先ず基礎床上に、複数の上記型枠支持部材
と、その支柱部を支持脚部内に挿通させて下端部を上記
台座部の外周に支承させた上記型枠部材とからなる浮き
床用型枠を敷設し、次いで上記支柱部の上端に、浮き床
の上面を画成する天端浮き型枠を取付けた後に、上記浮
き床用型枠と上記天端浮き型枠との間に上記浮き床を構
成する硬化性材料を注入して硬化させることを特徴とす
る湿式浮き床の構築方法。3. A floating floor form according to claim 1 or 2, wherein a plurality of form support members and their support portions are inserted into support legs on a base floor, and a lower end portion is formed. After laying a floating floor formwork composed of the formwork member supported on the outer periphery of the pedestal portion, and then attaching a top-end floating formwork that defines the upper surface of the floating floor to the upper end of the support portion, A method of constructing a wet floating floor, comprising injecting and hardening a curable material constituting the floating floor between the floating floor formwork and the top floating formwork.
て、上記支柱部の穴部に弾性硬化性材料を充填して硬化
させることにより、上記天端浮き型枠を上記弾性硬化性
材料に釘打ちによって取付けることを特徴とする請求項
3に記載の湿式浮き床の構築方法。4. The top-end floating formwork is filled with an elastic curable material and cured by using the floating-floor formwork according to claim 2, so that the top-end floating formwork is elastically cured. The method for constructing a wet floating floor according to claim 3, wherein the wet floating floor is attached to the conductive material by nailing.
当該天端浮き型枠の下面に、クッション材を取付けてお
き、上記硬化性材料の硬化時にその上面に上記クッショ
ン材を一体に打込むことを特徴とする請求項3または4
に記載の湿式浮き床の構築方法。5. When the top-end floating form is attached, a cushion material is previously attached to the lower surface of the top-end floating form, and the cushioning material is integrally attached to the upper surface when the curable material is cured. 5. The method according to claim 3, wherein the driving is performed.
3. The method for constructing a wet floating floor according to item 1.
当該天端浮き型枠の下面に、面状発熱体を取付けてお
き、上記硬化性材料の硬化時にその上面に上記面状発熱
体を一体に打込むことを特徴とする請求項3または4に
記載の湿式浮き床の構築方法。6. A surface heating element is previously attached to the lower surface of the top floating frame when the top floating frame is mounted, and the planar heating element is mounted on the upper surface when the curable material is cured. The method for constructing a wet-type floating floor according to claim 3 or 4, wherein the body is driven integrally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20922496A JPH1037363A (en) | 1996-07-19 | 1996-07-19 | Floating floor form and wet floating floor construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20922496A JPH1037363A (en) | 1996-07-19 | 1996-07-19 | Floating floor form and wet floating floor construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1037363A true JPH1037363A (en) | 1998-02-10 |
Family
ID=16569414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20922496A Pending JPH1037363A (en) | 1996-07-19 | 1996-07-19 | Floating floor form and wet floating floor construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1037363A (en) |
-
1996
- 1996-07-19 JP JP20922496A patent/JPH1037363A/en active Pending
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