JPH06136926A - Floating floor bed and floating floor - Google Patents

Floating floor bed and floating floor

Info

Publication number
JPH06136926A
JPH06136926A JP28782792A JP28782792A JPH06136926A JP H06136926 A JPH06136926 A JP H06136926A JP 28782792 A JP28782792 A JP 28782792A JP 28782792 A JP28782792 A JP 28782792A JP H06136926 A JPH06136926 A JP H06136926A
Authority
JP
Japan
Prior art keywords
floor
cushioning material
floating floor
floating
bed
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.)
Pending
Application number
JP28782792A
Other languages
Japanese (ja)
Inventor
Fumiya Takenaka
文也 竹中
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.)
Panasonic Electric Works Co Ltd
Original Assignee
Matsushita Electric Works Ltd
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 Matsushita Electric Works Ltd filed Critical Matsushita Electric Works Ltd
Priority to JP28782792A priority Critical patent/JPH06136926A/en
Publication of JPH06136926A publication Critical patent/JPH06136926A/en
Pending legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PURPOSE:To facilitate construction with light weight, reduce floor finish height, prevent sinking exhibit the same sound insulating performance as in the past, and ensure the stability as a floor. CONSTITUTION:A cushioning material 2 is laid on a floor bed 1, a bed panel 3 is laminated on the cushioning material 2 upper surface, and an anchor bolt 4 is inserted through the bed panel 3. The anchor bolt 4 is screwed to the floor bed 1, and the cushioning material 2 is compressed and held by the bed panel 3. A floor finish material 5 is laid on the bed panel 3 as a floating floor bed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、床下地上に緩衝材が敷
設された浮き床下地と該浮き床下地上に床仕上げ材が敷
設された浮き床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 substrate having a cushioning material laid on the floor substrate and a floating floor having a floor finishing material laid on the floating floor substrate.

【0002】[0002]

【従来の技術】従来の浮き床は、図4に示す如く施工さ
れていた。すなわち、図4(a)にあっては、コンクリ
−トスラブでなる床下地(イ)上にグラスウ−ル、ロッ
クウ−ル等でなる緩衝材(ロ)が敷設され、該緩衝材
(ロ)上面に防水シ−ト(ハ)を介してコンクリ−ト、
モルタル等でなる浮き床層(ニ)が形成され、該浮き床
層(ニ)上にカ−ペット、木質板等の床仕上げ材(ホ)
が敷設施工されており、これが所謂、湿式浮き床工法で
ある。又、図4(b)にあっては、コンクリ−トスラブ
でなる床下地(イ)上にグラスウ−ル、ロックウ−ル等
でなる緩衝材(ロ)が敷設され、該緩衝材(ロ)上面に
石膏ボ−ド、合板等でなる浮き床層(ニ)が敷設形成さ
れ、該浮き床層(ニ)上にカ−ペット、木質板等の床仕
上げ材(ホ)が敷設施工されており、これが所謂、乾式
浮き床工法である。
2. Description of the Related Art A conventional floating floor has been constructed as shown in FIG. That is, in FIG. 4 (a), a cushioning material (b) made of glass wool, rock wool, etc. is laid on a floor base (a) made of concrete slab, and the cushioning material (b) upper surface To the concrete via a waterproof sheet (C),
A floating floor layer (d) made of mortar or the like is formed, and a floor finishing material (e) such as carpet or wood board is formed on the floating floor layer (d).
Is laid and constructed, which is the so-called wet floating floor construction method. Further, in FIG. 4 (b), a cushioning material (b) made of glass wool, rock wool, etc. is laid on the floor slab (b) made of concrete slab, and the cushioning material (b) upper surface The floating floor layer (d) made of gypsum board, plywood, etc. is laid and formed, and the floor finishing material (e) such as carpet and wood board is laid on the floating floor layer (d). This is the so-called dry floating floor method.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の技術にあっては、図4(a)に示した湿式浮き床工
法、図4(b)に示した乾式浮き床工法、いずれの工法
においても次のような問題がある。すなわち、床として
の安定性を増し防音性能を確保すると共に、緩衝材
(ロ)の経時変化に伴う床の沈みを防止するために、該
緩衝材(ロ)の上に重量のある浮き床層(ニ)を形成し
て、同緩衝材(ロ)を予め適度の圧縮状態に保持してお
り、それ故に、床仕上げ高さが高くなって施工される場
所が限定されてしまい、しかも、施工にかなりの技術と
手間を要していた。
However, in the above conventional technique, in any of the wet floating floor construction method shown in FIG. 4 (a) and the dry floating floor construction method shown in FIG. 4 (b). Also has the following problems. That is, in order to increase the stability of the floor and ensure soundproofing performance, and to prevent the sinking of the floor due to the temporal change of the cushioning material (b), a heavy floating floor layer is placed on the cushioning material (b). (D) is formed and the cushioning material (b) is held in an appropriate compressed state in advance. Therefore, the floor finishing height becomes high and the place to be constructed is limited. It required considerable skill and effort.

【0004】本発明は、上記従来の技術における問題を
解決するために発明されたもので、すなわちその課題
は、重量のある浮き床層を形成することなく軽量部材に
て簡単に施工することができると共に、床仕上げ高さを
低くすることができ、しかも、緩衝材が適度な圧縮状態
に保持されて、該緩衝材の経時変化に伴う床の沈みが防
止され、防音性能も従来と同様に発揮されて、床として
の安定性が確保される浮き床下地及び浮き床を提供する
ことである。
The present invention has been invented in order to solve the above-mentioned problems in the prior art, that is, the problem is that it is possible to simply construct a lightweight member without forming a heavy floating floor layer. In addition to being able to reduce the floor finish height, the cushioning material is kept in an appropriately compressed state, the sinking of the floor due to the aging of the cushioning material is prevented, and the soundproofing performance is the same as the conventional one. It is intended to provide a floating floor substrate and a floating floor that are exhibited and ensure stability as a floor.

【0005】[0005]

【課題を解決するための手段】本発明の浮き床は、床下
地上に緩衝材を敷設し、該緩衝材上面には下地パネルを
積層して、該下地パネルにアンカ−ボルトを挿通し、該
アンカ−ボルトを床下地にねじ結合させて、同下地パネ
ルにより緩衝材を圧縮保持せしめてなるものであり、
又、本発明の浮き床は、上記浮き床下地の下地パネル上
に床仕上げ材を敷設してなるものであり、これ等の構成
によって、上記課題が解決されたものである。
In the floating floor of the present invention, a cushioning material is laid on a floor substrate, a substrate panel is laminated on the upper surface of the cushioning material, and an anchor bolt is inserted into the substrate panel, Anchor bolts are screwed to the floor base, and the cushioning material is compressed and held by the base panel.
Further, the floating floor of the present invention is one in which a floor finishing material is laid on a base panel of the above-mentioned floating floor base, and the above problems have been solved by these configurations.

【0006】[0006]

【作用】本発明の浮き床下地及び浮き床においては、緩
衝材上面に下地パネルが積層されて、該下地パネルにア
ンカ−ボルトが挿通され、該アンカ−ボルトが床下地に
ねじ結合されて、同下地パネルにより緩衝材が圧縮保持
されているため、該緩衝材の経時変化に伴う床の沈みが
防止され、防音性能も従来と同様に発揮されて、床とし
ての安定性が確保されるものである。しかも、アンカ−
ボルトの締め付け力によって緩衝材が圧縮保持されるも
のであるため、重量のある厚い浮き床層を形成する必要
がなく、軽量部材にて簡単に施工され、又、床仕上げ高
さも低くなるものである。
In the floating floor base and the floating floor of the present invention, the base panel is laminated on the upper surface of the cushioning material, the anchor bolt is inserted through the base panel, and the anchor bolt is screwed to the floor base. Since the cushioning material is compressed and held by the base panel, the sinking of the floor due to the change with time of the cushioning material is prevented, and the soundproofing performance is exerted as in the conventional case, and the stability as the floor is secured. Is. Moreover, the anchor
Since the cushioning material is compressed and held by the tightening force of the bolts, it is not necessary to form a thick and thick floating floor layer, it can be easily constructed with lightweight members, and the floor finishing height is also low. is there.

【0007】[0007]

【実施例】図1に示す浮き床下地及び浮き床は、本発明
の一実施例で、床下地1上に緩衝材2を敷設し、該緩衝
材2上面には下地パネル3を積層して、該下地パネル3
にアンカ−ボルト4を挿通し、該アンカ−ボルト4を床
下地1にねじ結合させて、同下地パネル3により緩衝材
2を圧縮保持せしめてなる浮き床下地であり、又、該浮
き床下地の下地パネル3上に床仕上げ材5を敷設してな
る浮き床である。
EXAMPLE A floating floor substrate and a floating floor shown in FIG. 1 are one example of the present invention, in which a cushioning material 2 is laid on a floor substrate 1, and a foundation panel 3 is laminated on the upper surface of the cushioning material 2. , The base panel 3
An anchor bolt 4 is inserted into the floor bolt, the anchor bolt 4 is screwed to the floor base 1, and the cushioning material 2 is compressed and held by the base panel 3, which is also a floating floor base. It is a floating floor obtained by laying a floor finishing material 5 on the base panel 3 of.

【0008】床下地1はコンクリ−トスラブでなり、該
床下地1上にグラスウ−ルでなる緩衝材2が敷設されて
いる。該緩衝材2の上面に積層される下地パネル3は合
板でなり、該下地パネル3と緩衝材2とは予め一体に接
着積層されても良いし、又、施工時に載置積層されても
良いものである。
The floor base 1 is made of a concrete slab, and the cushioning material 2 made of glass wool is laid on the floor base 1. The base panel 3 laminated on the upper surface of the buffer material 2 is made of plywood, and the base panel 3 and the buffer material 2 may be integrally bonded and laminated in advance, or may be placed and laminated at the time of construction. It is a thing.

【0009】下地パネル3の上面には、適宜間隔(30
3〜455mm)をあけて根太6が配設され、該根太6の
部分からアンカ−ボルト4が挿入され、該アンカ−ボル
ト4が床下地1にねじ結合されることによって、同根太
6及び下地パネル3、緩衝材2等が挟持固定されてい
る。
On the upper surface of the base panel 3, an appropriate gap (30
3 to 455 mm), a joist 6 is provided, an anchor bolt 4 is inserted from the joist 6 portion, and the anchor bolt 4 is screwed to the floor underlayment 1. The panel 3, the cushioning material 2, etc. are clamped and fixed.

【0010】この場合、根太6、下地パネル3、緩衝材
2を貫通して床下地1にまで至る取り付け穴7がドリル
等によって形成され、該穴7の底部の床下地1部分にカ
−ルプラグ8が埋設固定され、該カ−ルプラグ8にアン
カ−ボルト4の先端部分が螺合される。又、同穴7は、
根太6の長手方向において適宜間隔(303mm程度が好
ましい)をあけて形成され、又、同穴7の開口縁部分に
は、アンカ−ボルト4の頭部を納める座ぐり部9が形成
されている。
In this case, a mounting hole 7 is formed by a drill or the like through the joists 6, the base panel 3, and the cushioning material 2 to reach the floor base 1, and a curl plug is formed at the bottom of the hole 7 in the floor base 1. 8 is embedded and fixed, and the tip portion of the anchor bolt 4 is screwed into the curl plug 8. Also, the hole 7 is
The joist 6 is formed at appropriate intervals in the longitudinal direction (preferably about 303 mm), and a counterbore 9 for accommodating the head of the anchor bolt 4 is formed at the opening edge portion of the hole 7. .

【0011】上記アンカ−ボルト4が締め付けられるこ
とによって、下地パネル3にて全面略均等に緩衝材2が
圧縮保持されるものであり、その際、緩衝材2の圧縮変
形量(沈み量)と圧縮力との関係を予め把握しておけば
(例えば、コンクリ−ト50mmの場合は沈み量1.5m
m、コンクリ−ト100mmの場合は沈み量2.5mm、と
いうように予め実験によって把握しておく)、浮き床層
としてコンクリ−トを使用した場合と同程度の沈み量と
なるようにアンカ−ボルト4を締め付けることによっ
て、コンクリ−トの浮き床層と同等の防音性能が得られ
る。
By tightening the anchor bolts 4, the cushioning material 2 is compressed and held substantially evenly on the entire surface of the base panel 3, and at this time, the amount of compressive deformation (sinking amount) of the cushioning material 2 and If the relationship with the compressive force is known in advance (for example, when the concrete is 50 mm, the sinking amount is 1.5 m
m, the sinking amount is 2.5 mm when the concrete is 100 mm, which is previously known by an experiment), and the anchoring amount is the same as when the concrete is used as the floating floor layer. By tightening the bolt 4, the soundproofing performance equivalent to that of the floating floor layer of the concrete can be obtained.

【0012】このように施工構成された浮き床下地の上
に床仕上げ材5が敷設されるものであるが、この場合、
下地パネル3の上面に配設固定された根太6の上に下地
合板10が釘止めによって捨て貼り固定され、該下地合板
10の上面に多数の床仕上げ材5が相互に接続されて並設
固定されている。該床仕上げ材5は木質板であり、その
一方の端部に凸実部11、他方の端部に凹実部12が各々形
成され、該凸実部11と凹実部12が嵌合されて相互に接続
されている。
The floor finishing material 5 is laid on the floating floor substrate constructed as described above. In this case,
The base plywood 10 is thrown and fixed by nailing on the joists 6 arranged and fixed on the upper surface of the base panel 3,
A large number of floor finishing materials 5 are connected to each other on the upper surface of 10 and fixed in parallel. The floor finishing material 5 is a wooden board, and a convex solid portion 11 is formed at one end thereof and a concave solid portion 12 is formed at the other end thereof, and the convex solid portion 11 and the concave solid portion 12 are fitted to each other. Are connected to each other.

【0013】したがって、該実施例の浮き床下地及び浮
き床においては、緩衝材2上面に下地パネル3が積層さ
れて、該下地パネル3にアンカ−ボルト4が挿通され、
該アンカ−ボルト4が床下地1にねじ結合されて、同下
地パネル3により緩衝材2が全面略均等に圧縮保持され
ているため、該緩衝材2の経時変化に伴う床の沈みが防
止され、防音性能も従来と同様に発揮されて、床として
の安定性が確保されるものである。しかも、アンカ−ボ
ルト4の締め付け力によって緩衝材2が圧縮保持される
ものであるため、従来のように重量のある厚い浮き床層
を形成する必要がなく、下地パネル3、根太6等の軽量
部材だけで簡単に施工され、、又、床仕上げ高さが低く
なって、天井高さが確保されるものである。
Therefore, in the floating floor base and the floating floor of the embodiment, the base panel 3 is laminated on the upper surface of the cushioning material 2, and the anchor bolt 4 is inserted into the base panel 3.
Since the anchor bolts 4 are screwed to the floor base 1, and the base material panel 3 holds the cushioning material 2 in a substantially uniform manner by compression, the sinking of the floor due to the aging of the cushioning material 2 is prevented. The soundproofing performance is also exhibited as in the conventional case, and the stability as the floor is secured. Moreover, since the cushioning material 2 is compressed and held by the tightening force of the anchor bolt 4, it is not necessary to form a thick and thick floating floor layer as in the conventional case, and the base panel 3, the joists 6 and the like are lightweight. The construction is simple with only the members, and the floor finish height is low to secure the ceiling height.

【0014】なお、本発明の防音床材及び浮き床下地及
び浮き床においては、図2に示す実施例の如きであって
も良いものである。すなわち、該実施例においては、緩
衝材2がロックウ−ルでなり、下地パネル3が金属板で
なり、又、根太6上に下地合板10が捨て貼りされること
なく、根太6上に直接に床仕上げ材5が相互に接続され
て並設固定されている。この場合、根太6の上位置にお
いて、凸実部11と凹実部12とが嵌合されて相互に接続さ
れている。
The soundproof flooring material, the floating floor substrate and the floating floor according to the present invention may be as in the embodiment shown in FIG. That is, in this embodiment, the cushioning material 2 is a rock wool, the base panel 3 is a metal plate, and the base plywood 10 is not directly attached to the joist 6 but is directly attached onto the joist 6. Floor finishing materials 5 are connected to each other and fixed in parallel. In this case, at the upper position of the joist 6, the convex solid portion 11 and the concave solid portion 12 are fitted and connected to each other.

【0015】又、本発明の防音床材及び浮き床下地及び
浮き床においては、図3に示す実施例の如きであっても
良いものである。すなわち、該実施例においては、緩衝
材2が合成樹脂発泡体でなり、床仕上げ材5がカ−ペッ
トでなり、又、下地パネル3の上に根太6を介すること
なく直接に床仕上げ材5が貼着敷設されている。
Further, the soundproof flooring material, the floating floor substrate and the floating floor according to the present invention may be as in the embodiment shown in FIG. That is, in the embodiment, the cushioning material 2 is made of synthetic resin foam, the floor finishing material 5 is made of carpet, and the floor finishing material 5 is directly provided on the base panel 3 without the joists 6. Has been laid down.

【0016】[0016]

【発明の効果】上述の如く、本発明の浮き床下地及び浮
き床においては、緩衝材上面に下地パネルが積層され
て、該下地パネルにアンカ−ボルトが挿通され、該アン
カ−ボルトが床下地にねじ結合されて、同下地パネルに
より緩衝材が圧縮保持されているため、該緩衝材の経時
変化に伴う床の沈みが防止され、防音性能も従来と同様
に発揮されて、床としての安定性が確保され、しかも、
アンカ−ボルトの締め付け力によって緩衝材が圧縮保持
されるものであるため、重量のある厚い浮き床層を形成
する必要がなくて、軽量部材にて簡単に施工することが
でき、床仕上げ高さも低くすることができるものであ
る。
As described above, in the floating floor base and the floating floor of the present invention, the base panel is laminated on the upper surface of the cushioning material, the anchor bolt is inserted into the base panel, and the anchor bolt is used as the floor base. Since the cushioning material is compressed and held by the base panel, it is prevented from sinking due to aging of the cushioning material, and the soundproofing performance is exhibited as in the past, and the floor is stable. Is secured, and moreover,
Since the cushioning material is compressed and held by the tightening force of the anchor bolts, it is not necessary to form a heavy and thick floating floor layer, it can be easily constructed with lightweight members, and the floor finishing height is also high. It can be lowered.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の浮き床下地及び浮き床の一実施例を示
す断面図である。
FIG. 1 is a sectional view showing an embodiment of a floating floor substrate and a floating floor according to the present invention.

【図2】本発明の浮き床下地及び浮き床の別の実施例を
示す断面図である。
FIG. 2 is a cross-sectional view showing another embodiment of the floating floor base and the floating floor of the present invention.

【図3】本発明の浮き床下地及び浮き床の更に別の実施
例を示す断面図である。
FIG. 3 is a sectional view showing still another embodiment of the floating floor substrate and the floating floor of the present invention.

【図4】(a)(b)は各々別の従来例を示す断面図で
ある。
4A and 4B are cross-sectional views showing different conventional examples.

【符号の説明】[Explanation of symbols]

1 床下地 2 緩衝材 3 下地パネル 4 アンカ−ボルト 5 床仕上げ材 1 Floor base 2 Buffer material 3 Base panel 4 Anchor bolt 5 Floor finishing material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 床下地上に緩衝材を敷設し、該緩衝材上
面には下地パネルを積層して、該下地パネルにアンカ−
ボルトを挿通し、該アンカ−ボルトを床下地にねじ結合
させて、同下地パネルにより緩衝材を圧縮保持せしめて
なる浮き床下地。
1. A cushioning material is laid on a floor substrate, a substrate panel is laminated on an upper surface of the cushioning material, and an anchor is provided on the substrate panel.
A floating floor substrate in which bolts are inserted, the anchor bolts are screwed to the floor substrate, and the cushioning material is compressed and held by the substrate panel.
【請求項2】 請求項1)記載の浮き床下地の下地パネ
ル上に床仕上げ材を敷設してなる浮き床。
2. A floating floor obtained by laying a floor finishing material on the base panel of the floating floor base according to claim 1.
JP28782792A 1992-10-26 1992-10-26 Floating floor bed and floating floor Pending JPH06136926A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28782792A JPH06136926A (en) 1992-10-26 1992-10-26 Floating floor bed and floating floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28782792A JPH06136926A (en) 1992-10-26 1992-10-26 Floating floor bed and floating floor

Publications (1)

Publication Number Publication Date
JPH06136926A true JPH06136926A (en) 1994-05-17

Family

ID=17722280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28782792A Pending JPH06136926A (en) 1992-10-26 1992-10-26 Floating floor bed and floating floor

Country Status (1)

Country Link
JP (1) JPH06136926A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011149170A (en) * 2010-01-20 2011-08-04 House 119:Kk Flooring material
KR101324312B1 (en) * 2011-08-24 2013-11-01 주식회사 아주냉동주방설비 Cleaning floor construction method using horizontal panel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011149170A (en) * 2010-01-20 2011-08-04 House 119:Kk Flooring material
KR101324312B1 (en) * 2011-08-24 2013-11-01 주식회사 아주냉동주방설비 Cleaning floor construction method using horizontal panel

Similar Documents

Publication Publication Date Title
JPH06136926A (en) Floating floor bed and floating floor
FR2202211A1 (en) Expanded polystyrene profile for flooring or ceiling infills - incorporating fixtures for supporting suspended cladding without overloading the profile
JP3859337B2 (en) Tokita structure and its construction method
JP3227330B2 (en) Installation method of soundproof double floor
JP2807130B2 (en) Floor structure
JPH11131683A (en) Composite panel
JPH0565669B2 (en)
JP2000087538A (en) Floor-backing panel and floor construction using thereof
RU2779234C1 (en) Apparatus intended to be installed in a floor structure
JPH11107495A (en) Unit supporting leg for constructing heat insulated double floor, heat insulated double floor unit, and method for constructing heat insulated double floor using these leg and unit
JP2895015B2 (en) Kiwa jota aggregate
JPS63247466A (en) Execution of wooden decorative floor
JPH11141039A (en) Sound insulating floor structure with cushioning material
JP2000064580A (en) Soundproof-floor foundation material
JP3133011B2 (en) Floor structure and mounting method of joist
GB2395495A (en) Building system with acoustic damping
JP4121303B2 (en) Floor structure and skirting board used for floor structure
JPH0326838Y2 (en)
JP2003096962A (en) Floor structure of building
JPH07150748A (en) Floor material
JPH04120811U (en) soundproof floor structure
JP2000017824A (en) Fixed structure of soundproof flooring
JP2513938Y2 (en) Dry floating floor structure
JPH0252742B2 (en)
JPH0622764Y2 (en) Floor base material level adjustment mounting structure for concrete slabs