JPS6134546B2 - - Google Patents

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Publication number
JPS6134546B2
JPS6134546B2 JP56055903A JP5590381A JPS6134546B2 JP S6134546 B2 JPS6134546 B2 JP S6134546B2 JP 56055903 A JP56055903 A JP 56055903A JP 5590381 A JP5590381 A JP 5590381A JP S6134546 B2 JPS6134546 B2 JP S6134546B2
Authority
JP
Japan
Prior art keywords
floor
laminate
screw shaft
shaft member
floor slab
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP56055903A
Other languages
Japanese (ja)
Other versions
JPS57172067A (en
Inventor
Mitsuo Ajimine
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.)
Nichias Corp
Original Assignee
Nichias Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nichias Corp filed Critical Nichias Corp
Priority to JP5590381A priority Critical patent/JPS57172067A/en
Publication of JPS57172067A publication Critical patent/JPS57172067A/en
Publication of JPS6134546B2 publication Critical patent/JPS6134546B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は、床スラブが鉄筋コンクリートでつ
くられる集合住宅建造物の浮き床構築法の改良に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improved method of constructing a floating floor for an apartment building in which the floor slab is made of reinforced concrete.

従来、床スラブが鉄筋コンクリートでつくられ
る集合住宅建造物にあつては、上階床面で発生し
た衝撃音(騒音)が床スラブや壁を通して下階へ
伝播するのを遮断する手段として、床スラブを浮
き床構造としている。
Conventionally, in apartment buildings where floor slabs are made of reinforced concrete, floor slabs are used as a means of blocking impact sound (noise) generated on the upper floors from propagating to the lower floors through the floor slabs and walls. It has a floating floor structure.

従来、前記浮き床の構造法として、まず、床ス
ラブ面にモルタルを施し、スラブ面の鋭い突起部
分や不陸(5mm程度以上)を無くして均一なスラ
ブ面となし、そのうえにロツクウールボートなど
の繊維質成形板を隙間が生じないように突き合わ
せて敷き詰め、さらにそのうえをポリエチレンシ
ートやアスフアルトルーフイングなどの防水膜で
覆い、その防水膜のうえにモルタルを流し込んで
均一にならし、そのモルタル層が硬化したあと、
そのうえに表面板(仕上材)を敷き詰める構築法
が知られているが、この構築法においては、床ス
ラブ面の不陸を調整すべく、モルタルによる表面
平坦化処理作業が必要となり、施工性(作業性)
に劣る点があり、またモルタルの流し込みに際
し、繊維成形板の荷重による陥没あるいは損傷を
防ぐため、厚板などを置いて作業をしなければな
らずモルタルを流し込んだあとも、その高さを均
一にならす作業が必要となり、またその均一性を
だすことが難かしく、しかもモルタルが完全に乾
燥するまで(モルタルの乾燥硬化に要する日数は
大体2週間程度)仕上材の敷設ができない。
Conventionally, the construction method for the floating floor was to first apply mortar to the floor slab surface, eliminate sharp protrusions and unevenness (approximately 5 mm or more) on the slab surface, and create a uniform slab surface. The fibrous molded boards are laid against each other so that there are no gaps, and then covered with a waterproof membrane such as polyethylene sheet or asphalt roofing. Mortar is poured onto the waterproof membrane and leveled evenly, so that the mortar layer After hardening,
A construction method is known in which a surface board (finishing material) is laid on top of the floor slab, but this construction method requires surface flattening with mortar to adjust the unevenness of the floor slab surface. sex)
In addition, when pouring mortar, it is necessary to place a thick plate or the like in order to prevent the fiber molded plate from caving in or being damaged due to the load. It requires smoothing work, it is difficult to achieve uniformity, and finishing material cannot be laid until the mortar is completely dry (it takes about two weeks for mortar to dry and harden).

前述した浮き床構築法の欠点を解消する方法と
して、浮き床材を、それに貫通螺合させたネジ軸
部材により、床スラブ面とのあいだに空隙部分が
残る高さ位置に保持し、前記ネジ部材の回動操作
で床材の高さを調節し、そのあと床材にあけられ
ている注入孔から前記空隙部分に流動性充填材を
注入充填して硬化させる方法が提案されている。
As a method to eliminate the disadvantages of the above-mentioned floating floor construction method, the floating floor material is held at a height position where a gap remains between it and the floor slab surface by screw shaft members that are threaded through it, and the screws are A method has been proposed in which the height of the flooring material is adjusted by rotating a member, and then a fluid filler is injected into the void portion through an injection hole drilled in the flooring material and then hardened.

この構築法によれば、前述した施工法の欠点は
一応除去されるが、集合住宅建造物にとつてとく
に必要とされる遮音性、断熱性ならびに緩衝性の
すべてを満足する浮き床は得られない。
According to this construction method, the drawbacks of the construction method described above are eliminated, but it is not possible to obtain a floating floor that satisfies all of the sound insulation, heat insulation, and buffering properties that are particularly required for multifamily housing buildings. do not have.

この発明は、上述した従来の浮き床構築法の欠
点を解消するためになされたものであつて、鉄筋
コンクリートの床スラブで発生した騒音が下階へ
伝播するのを確実に遮断する浮き床施工の簡易化
と工期短縮化とが同時に図れるだけでなく、すぐ
れた遮音性、断熱性ならびに緩衝性を具備する浮
き床が確実に得られる浮き床構築法を提供するこ
とを主たる目的としているものである。
This invention was made in order to eliminate the drawbacks of the conventional floating floor construction method described above, and is a method of floating floor construction that reliably blocks the noise generated in the reinforced concrete floor slab from propagating to the lower floor. The main objective is to provide a floating floor construction method that not only simplifies construction and shortens the construction period, but also ensures that a floating floor with excellent sound insulation, heat insulation, and cushioning properties can be obtained. .

この発明による浮き床構築法は、浮き床材とし
て、表面材の裏側に、繊維を厚板状に圧縮成形し
た繊維質緩衝材を重ね合わせて接着して成る板状
の積層単体を使用し、この積層単体を、それに貫
通螺合させたネジ軸部材により、床スラブ面との
あいだに空隙部分が残る高さ位置に保持し、前記
ネジ軸部材を積層単体の表面側から回動操作し
て、隣接する積層単体の高さと同一レベルに調整
し、積層単体にあけられている注入孔から積層単
体と床スラブ面とのあいだの空隙部分に流動性充
填材を注入充填し、その一部を繊維質緩衝材の裏
面側に浸漬させて硬化させることを特徴としてい
るものである。
The floating floor construction method according to the present invention uses, as a floating floor material, a single plate-like laminated body made by overlapping and bonding fibrous cushioning material made by compression molding fibers into a thick plate shape on the back side of a surface material, This laminated body is held at a height position where a gap remains between it and the floor slab surface by a screw shaft member screwed through the laminated body, and the screw shaft member is rotated from the surface side of the laminated body. , adjust the height to be the same as the height of the adjacent laminate unit, inject fluid filler into the gap between the laminate unit and the floor slab surface through the injection hole drilled in the laminate unit, and fill a part of it. It is characterized by being dipped into the back side of the fibrous cushioning material and hardened.

以下、この発明方法を、その実施の一例を示し
た図面に基いて詳しく説明する。
Hereinafter, the method of the present invention will be explained in detail based on the drawings showing an example of its implementation.

図面において、Aは浮き床の構築に使用される
板状の積層単体であり、1はそれを構成している
表面材、2は繊維質緩衝材である。表面材1は厚
み精度、耐衝撃性、断熱性および耐集中荷重性を
有するものであればよく、たとえばパーテイクル
ボード(木片をバインダーで結合させたもの)、
硬質繊維板、けい酸カルシウム板などが使用でき
る。
In the drawing, A is a plate-shaped laminated unit used for constructing a floating floor, 1 is a surface material constituting it, and 2 is a fibrous cushioning material. The surface material 1 may be any material as long as it has thickness accuracy, impact resistance, heat insulation, and concentrated load resistance, such as particle board (wood chips bonded together with a binder),
Hard fiberboard, calcium silicate board, etc. can be used.

前記繊維質緩衝材2は、たとえばロツクウール
あるいはガラスウールなどの無機繊維を一定方向
に揃えてバインダーを加えて加熱圧縮して厚板状
に成形したものが用いられ、前記表面材1に垂直
に向く状態で重ね合わされ、接着剤3で接着され
ている。前記表面材1に接着された緩衝材2の底
面には防水剤による防水層4が施されている。
The fibrous cushioning material 2 is made by arranging inorganic fibers such as rock wool or glass wool in a certain direction, adding a binder, and heating and compressing them to form a thick plate. They are placed one on top of the other and bonded with adhesive 3. A waterproof layer 4 made of a waterproofing agent is applied to the bottom surface of the cushioning material 2 bonded to the surface material 1.

前記のように積層される積層単体Aには、複数
個所に、上下に貫通する軸孔5があけられ、各軸
孔5には、鍔付きナツト6が埋設状に配設され、
それにネジ軸部材7が螺装されている。鍔付きナ
ツト6は、表面板1と繊維質緩衝材2とを接着す
る前に繊維質緩衝材2に嵌挿し、鍔6aをその孔
6bから繊維質緩衝材2に螺着した木ネジ8で固
定しておき、そのあとで表面材1を重ね合わせる
ことによつて埋設固定できるようになつている。
In the laminated unit A laminated as described above, shaft holes 5 penetrating vertically are bored at a plurality of locations, and a flanged nut 6 is embedded in each shaft hole 5,
A screw shaft member 7 is screwed onto it. The flanged nut 6 is inserted into the fibrous cushioning material 2 before bonding the surface plate 1 and the fibrous cushioning material 2, and is screwed into the fibrous cushioning material 2 through the hole 6b of the flange 6a with a wood screw 8. It is designed to be fixed in place and then buried and fixed by overlapping the surface material 1.

前記表面材1の表面部分には、軸孔5を閉成す
るためのキヤツプ9の嵌め込み凹部10がつくら
れている。また積層単体Aには、上下に貫通する
注入孔11があけられ、表面板1の表面部分に
は、その注入孔11を閉成するためのキヤツプ1
2の嵌め込み凹部13があけられている。また積
層単体Aを形成している表面材1の側面には、後
述する施工において、継手材である「やといざ
ね」14を嵌合するための溝1aが形成されてい
る。前記ネジ軸部材7は、その上端面にドライバ
ー挿し込み溝7aがあり、下端にゴム片7bが取
付けられている。
A recess 10 into which a cap 9 is fitted for closing the shaft hole 5 is formed in the surface portion of the surface material 1. In addition, an injection hole 11 penetrating vertically is formed in the laminated unit A, and a cap 1 for closing the injection hole 11 is provided on the surface portion of the surface plate 1.
Two fitting recesses 13 are formed. Further, in the side surface of the surface material 1 forming the laminated unit A, a groove 1a is formed into which a "yatoizane" 14, which is a joint material, is fitted in the construction described later. The screw shaft member 7 has a screwdriver insertion groove 7a on its upper end surface, and a rubber piece 7b is attached to its lower end.

しかして、上記板状積層単体Aを使用して浮床
を構築するには、まず、建造物の壁および柱に、
床仕上り高さの基準となる墨出しを施し、積層単
体Aを、その軸孔5内のナツト6に螺合させたネ
ジ軸部材7によつて、床スラブ15のうえに保持
させ、次に積層単体Aの表面から軸孔5に差し入
れたドライバーでネジ軸部材7を回わし、積層単
体Aの表面材1の上面を前述した床仕上げ基準墨
の位置に合わせてレベル調整を行い、隣接する積
層単体Aの突き合わせ面の溝1aに「やといざ
ね」14を嵌合して表面材相互を固く連結し、次
に積層単体Aの注入口11から、積層単体と床ス
ラブ面とのあいだの空隙部に流動状プラスター1
6を注入充填し、その一部が繊維質緩衝材2の裏
面側に浸漬するようにし、充填プラスターの硬化
したあと、注入口11にロツクウールの充填材1
7を充填し、注入口11の表面凹部13ならびに
軸孔5の表面凹部10にキヤツプ12,9をそれ
ぞれ嵌めて閉成し、浮き床の施工を完了する。そ
のあと、積層単体で構成された浮き床上にカーペ
ツトあるいは畳などを敷き詰めて床内装とする。
Therefore, in order to construct a floating floor using the above-mentioned plate-like laminated unit A, first, the walls and pillars of the building are
Marking is applied to serve as a reference for the floor finish height, and the laminated unit A is held on the floor slab 15 by the screw shaft member 7 screwed into the nut 6 in the shaft hole 5, and then Turn the screw shaft member 7 with a screwdriver inserted into the shaft hole 5 from the surface of the laminated unit A, and adjust the level so that the top surface of the surface material 1 of the laminated unit A is aligned with the position of the floor finish reference black mentioned above, and then "Yatoizane" 14 is fitted into the groove 1a of the butt surface of the laminated unit A to firmly connect the surface materials, and then from the injection port 11 of the laminated unit A, between the laminated unit and the floor slab surface. Fluid plaster 1 is placed in the void of
6 is injected and filled so that a part of it is immersed in the back side of the fibrous cushioning material 2, and after the filling plaster has hardened, the rock wool filling material 1 is injected into the injection port 11.
7, and the caps 12 and 9 are fitted into the surface recess 13 of the inlet 11 and the surface recess 10 of the shaft hole 5, respectively, and closed, completing construction of the floating floor. After that, carpet or tatami mats are laid over the floating floor, which is made up of single layers, to form the floor interior.

前記注入用充填材は、注入時に流動性があり、
そのあと硬化するものであれば、前記プラスター
に限らず、セメントモルタル、樹脂モルタル、硬
質ポリウレタンフオームなどの材料を任意に選択
使用することができる。
The filler for injection has fluidity at the time of injection,
As long as it hardens after that, it is not limited to the above-mentioned plaster, but any material such as cement mortar, resin mortar, hard polyurethane foam, etc. can be selected and used.

以上に述べたように、この発明によれば、浮き
床材として、表面材の裏側に、繊維を厚板状に圧
縮成形した繊維質緩衝材を重ね合わせて接着して
成る板状の積層単体を使用し、この積層単体を、
それに貫通螺合させたネジ軸部材により、床スラ
ブ面とのあいだに空隙部分が残る高さ位置に保持
し、前記ネジ軸部材を積層単体の表面側から回動
操作して、隣接する積層単体の高さと同一レベル
に調整し、積層単体にあけられている注入孔から
積層単体と床スラブ面とのあいだの空隙部分に流
動性充填材を注入充填し、その一部を前記繊維質
緩衝材の裏面側に浸漬させて硬化させるものであ
るから下記のすぐれた効果が得られる。
As described above, according to the present invention, as a floating floor material, a single laminated plate-like material is formed by overlapping and bonding a fibrous cushioning material made by compression-molding fibers into a thick plate on the back side of a surface material. Using this laminated single unit,
A screw shaft member that is threaded through it is held at a height position that leaves a gap between it and the floor slab surface, and the screw shaft member is rotated from the surface side of the laminated single body to form an adjacent laminated single piece. The fluid filler is adjusted to the same level as the height of the fibrous cushioning material, and the fluid filler is injected and filled into the gap between the laminate and the floor slab surface through the injection hole drilled in the laminate, and a part of it is poured into the fibrous cushioning material. Since it is cured by dipping the back side of the resin, the following excellent effects can be obtained.

すなわち、この発明では、前述した従来の構築
法と同様に、充填材の流し込み作業を最後に行う
ものであるから、連続作業が可能となり、工期の
大巾な短縮化が図れる。
That is, in this invention, as in the conventional construction method described above, the work of pouring the filler is performed last, so that continuous work is possible and the construction period can be significantly shortened.

また、浮き床材として使用する積層単体による
床面の平坦化は、積層単体に貫通螺合させた高さ
調節用ネジ軸部の回動操作して隣接する積層単体
間のレベルを調節するものであるから、床スラブ
の不陸は何等問題とならず、迅速かつ正確に床面
の平坦化ができる。
In addition, to flatten the floor surface using single laminate units used as floating flooring, the level between adjacent laminate units is adjusted by rotating the height adjustment screw shaft that is threaded through the single laminate unit. Therefore, the unevenness of the floor slab does not pose any problem, and the floor surface can be flattened quickly and accurately.

また、前記高さ調節用ネジ軸部材は、床面の平
坦化に有効であるばかりでなく、床面上に加えら
れる荷重、加圧、衝撃などに対する支持材として
の役目を果たすので、引き続く流動性充填材の注
入作業にあたり、作業者が前記積層単体上に乗つ
て作業できる利点があるばかりでなく、前記高さ
調節用ネジ軸部材は、流動性充填材によつて、そ
の下端が床スラブ上に立てられた状態で固定され
るから、地震などによる振動に対し、それが恰も
アンカー材として作用し、積層単体と充填材との
あいだのズレによる積層単体の剥離防止ならびに
積層単体相互間のズレによる積層単体の破損防止
に顕著な効果がある。
In addition, the height adjusting screw shaft member is not only effective in flattening the floor surface, but also serves as a support material against loads, pressure, impact, etc. applied to the floor surface, so it is effective against continuous flow. When injecting the fluid filler, not only is there an advantage that the worker can work while standing on the laminated body, but also the lower end of the height adjusting screw shaft member is connected to the floor slab due to the fluid filler. Since it is fixed in an upright position, it acts as an anchor material against vibrations caused by earthquakes, prevents peeling of the laminate due to misalignment between the laminate and the filler, and prevents the separation of the laminate from each other. It has a remarkable effect on preventing damage to the laminated unit due to misalignment.

とくに、この発明によれば、浮き床材として、
表面材の裏側に、繊維を厚板状に圧縮成形した繊
維質緩衝材を重ね合わせて接着して成る板状の積
層単体を使用するので、床スラブ上で発生した騒
音の下階への伝播ならびに熱伝導を前記積層単体
を形成している前記繊維質緩衝材で有効に防止す
ることができる。
In particular, according to this invention, as a floating flooring material,
Since we use a single plate-like laminate made by laminating and bonding fibrous cushioning material made by compression-molding fibers into thick plates on the back side of the surface material, noise generated on the floor slab can be prevented from propagating to the lower floor. In addition, heat conduction can be effectively prevented by the fibrous cushioning material forming the laminated body.

加えて、前記積層単体の使用によれば、注入さ
れた流動性充填材の一部が前記繊維質緩衝材の裏
面側に浸漬して硬化し、その浸漬硬化部分で両者
が物理的に一体に結合されるので、階上の振動に
よつて浮き床材が板振動を起こして音を階下に伝
播するという欠点を完全に除去することができ
る。
In addition, according to the use of the laminated single body, a part of the injected fluid filler is immersed into the back side of the fibrous cushioning material and hardened, and the two are physically integrated in the immersed and hardened part. Since they are connected, it is possible to completely eliminate the disadvantage that the floating floor material vibrates due to the vibrations on the floor and the sound propagates downstairs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は床スラブ上に構築した浮き床要部の斜
視図、第2図はそのX−X線の縦断拡大面図、第
3図は鍔付きナツトの斜視図、第4図はネジ軸部
材の斜視図である。 A……積層単体、1……表面材、2……緩衝
材、3……接着剤、4……防水層、5……軸孔、
6……鍔付きナツト、7……ネジ軸部材、8……
木ネジ、9……キヤツプ、10……凹部、11…
…注入孔、12……キヤツプ、13……凹部、1
4……やといざね、15……床スラブ、16……
流動性充填材。
Figure 1 is a perspective view of the main part of the floating floor constructed on the floor slab, Figure 2 is an enlarged longitudinal cross-sectional view taken along the X-X line, Figure 3 is a perspective view of the flanged nut, and Figure 4 is the screw shaft. It is a perspective view of a member. A...Single laminate, 1...Surface material, 2...Buffer material, 3...Adhesive, 4...Waterproof layer, 5...Shaft hole,
6... Flammed nut, 7... Screw shaft member, 8...
Wood screw, 9...cap, 10...recess, 11...
...Injection hole, 12...Cap, 13...Recess, 1
4... Yatoizane, 15... Floor slab, 16...
Fluid filler.

Claims (1)

【特許請求の範囲】[Claims] 1 浮き床材として、表面材の裏側に、繊維を厚
板状に圧縮成形した繊維緩衝材を重ね合わせて接
着して成る板状の積層単体を使用し、この積層単
体を、それに貫通螺合させたネジ軸部材により、
床スラブ面とのあいだに空隙部分が残る高さ位置
に保持し、前記ネジ軸部材を積層単体の表面側か
ら回動操作して、隣接する積層単体の高さと同一
レベルに調整し、積層単体にあけられている注入
孔から積層単体と床スラブ面とのあいだの空隙部
分に流動性充填材を注入充填し、その一部を前記
繊維質緩衝材の裏面側に浸漬させて硬化させるこ
とを特徴とする浮き床の構築法。
1. As a floating floor material, a plate-shaped laminate is used on the back side of the surface material, which is made by laminating and bonding fiber cushioning material made of fibers compression-molded into thick plates, and this laminate is screwed through it. Due to the screw shaft member,
Hold the screw shaft member at a height that leaves a gap between it and the floor slab surface, rotate the screw shaft member from the surface side of the laminate unit, adjust it to the same level as the height of the adjacent laminate unit, and then remove the laminate unit. A fluid filler is injected and filled into the gap between the laminated unit and the floor slab surface through an injection hole drilled in the hole, and a part of the filler is immersed into the back side of the fibrous cushioning material and hardened. Features a floating floor construction method.
JP5590381A 1981-04-14 1981-04-14 Construction of float floor Granted JPS57172067A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5590381A JPS57172067A (en) 1981-04-14 1981-04-14 Construction of float floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5590381A JPS57172067A (en) 1981-04-14 1981-04-14 Construction of float floor

Publications (2)

Publication Number Publication Date
JPS57172067A JPS57172067A (en) 1982-10-22
JPS6134546B2 true JPS6134546B2 (en) 1986-08-08

Family

ID=13012068

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5590381A Granted JPS57172067A (en) 1981-04-14 1981-04-14 Construction of float floor

Country Status (1)

Country Link
JP (1) JPS57172067A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021084820A1 (en) 2019-10-30 2021-05-06 Ricoh Company, Ltd. Active-energy-ray-curable composition, active-energy-ray-curable ink composition, active-energy-ray-curable inkjet ink composition, and two-dimensional or three-dimensional image forming method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5367921A (en) * 1976-11-29 1978-06-16 Matsushita Electric Works Ltd Method of covering floor ground
JPS53122220A (en) * 1977-03-31 1978-10-25 Matsushita Electric Works Ltd Device for supporting floor
JPS5616765A (en) * 1979-07-20 1981-02-18 Mitsubishi Petrochemical Co Method of placing base material for building

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5367921A (en) * 1976-11-29 1978-06-16 Matsushita Electric Works Ltd Method of covering floor ground
JPS53122220A (en) * 1977-03-31 1978-10-25 Matsushita Electric Works Ltd Device for supporting floor
JPS5616765A (en) * 1979-07-20 1981-02-18 Mitsubishi Petrochemical Co Method of placing base material for building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021084820A1 (en) 2019-10-30 2021-05-06 Ricoh Company, Ltd. Active-energy-ray-curable composition, active-energy-ray-curable ink composition, active-energy-ray-curable inkjet ink composition, and two-dimensional or three-dimensional image forming method

Also Published As

Publication number Publication date
JPS57172067A (en) 1982-10-22

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