JPH0565669B2 - - Google Patents

Info

Publication number
JPH0565669B2
JPH0565669B2 JP1995688A JP1995688A JPH0565669B2 JP H0565669 B2 JPH0565669 B2 JP H0565669B2 JP 1995688 A JP1995688 A JP 1995688A JP 1995688 A JP1995688 A JP 1995688A JP H0565669 B2 JPH0565669 B2 JP H0565669B2
Authority
JP
Japan
Prior art keywords
floor
joist
joists
floor panel
subfloor
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 - Fee Related
Application number
JP1995688A
Other languages
Japanese (ja)
Other versions
JPH01192952A (en
Inventor
Yasuyuki Hasegawa
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.)
Daiken Trade and Industry Co Ltd
Original Assignee
Daiken Trade and Industry Co 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 Daiken Trade and Industry Co Ltd filed Critical Daiken Trade and Industry Co Ltd
Priority to JP1995688A priority Critical patent/JPH01192952A/en
Publication of JPH01192952A publication Critical patent/JPH01192952A/en
Publication of JPH0565669B2 publication Critical patent/JPH0565669B2/ja
Granted legal-status Critical Current

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  • Floor Finish (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、浮床構造に関し、特に家具等の載置
箇所や床下配管のために配される根太部分での防
音性能を向上させる対策に係るものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a floating floor structure, and particularly relates to measures to improve soundproofing performance at a place where furniture is placed and at a joist part arranged for underfloor piping. It is something.

(従来の技術) 従来より、中層ないし高層住宅の床の衝撃音が
階下に伝達するのを防止するために、コンクリー
ト床スラブ等よりなる床下地上にグラスウール等
よりなる緩衝材を配し、該緩衝材の上に床パネル
を並設した浮床の構造にすることが行われてい
る。この浮床の構造にすれば、床衝撃力が上記緩
衝材によつて吸収されて階下への衝撃音の伝達が
軽減されるという効果がある。
(Prior Art) Conventionally, in order to prevent impact noise from the floors of mid-rise or high-rise residential buildings from being transmitted to the lower floors, a cushioning material made of glass wool or the like is placed on the subfloor made of concrete floor slabs, etc. Floating floor structures are being constructed in which floor panels are placed side by side on top of timber. This floating floor structure has the effect that floor impact force is absorbed by the cushioning material and transmission of impact noise to the downstairs is reduced.

一方、このような浮床構造において、壁際では
床を安定支持するために際根太を床下地下に配
し、該際根太上に浮床の床パネルを直接載置した
り、剛性連結材で連結することにより床面を形成
することが行われている。また、床下配管のため
の空間を確保するために、床の一部を浮床とせず
に、床下地上に一対の根太材を所定間隔でもつて
対向させて配置して該根太材上を床仕上げするこ
とにより、上記根太材間の空間を配管スペースと
して利用することも行われている。
On the other hand, in such a floating floor structure, edge joists are placed underground under the floor to stably support the floor near the wall, and the floor panels of the floating floor are placed directly on the joists or connected with rigid connecting materials. The floor surface is formed by In addition, in order to secure space for underfloor piping, instead of making part of the floor a floating floor, a pair of joists are placed facing each other at a predetermined interval on the subfloor surface, and the floor is finished on the joists. Therefore, the space between the joists is also used as a piping space.

(発明が解決しようとする課題) ところで、上記の如く床下地上に根太材が配さ
れた部分では、該根太材は防音上、ゴム等の弾性
材を介して床下地上に固定されてはいるものの、
該弾性材は、根太材の支持剛性を確保するため
に、通常、緩衝材と比べて厚さが薄いこと、及び
床パネルの重量や家具等の重量によつて若干圧縮
された状態で施工されることなどの理由により、
緩衝作用に劣る。このため、この根太部分に床衝
撃力が作用したときには、この衝撃力は弾性材で
ほとんど軽減されずに根太材を介して床下地に伝
達され、防音性に劣るという問題があつた。
(Problem to be Solved by the Invention) By the way, in the part where the joists are arranged on the subfloor as described above, the joists are fixed to the subfloor through elastic materials such as rubber for soundproofing purposes. ,
In order to ensure the support rigidity of the joist material, the elastic material is usually thinner than the cushioning material and is slightly compressed due to the weight of the floor panels and furniture, etc. Due to reasons such as
Poor buffering effect. Therefore, when a floor impact force acts on this joist portion, this impact force is hardly reduced by the elastic material and is transmitted to the subfloor via the joist material, resulting in poor soundproofing properties.

本発明はかかる点に鑑みてなされたもので、上
記の如き根太部分における根太材の施工状態に改
良を加えることにより、床衝撃力の作用時この根
太部分での防音性能を高めることを主たる目的と
する。
The present invention has been made in view of these points, and the main purpose of the present invention is to improve the soundproofing performance of this joist part when floor impact force is applied by improving the construction condition of the joist material in the joist part as described above. shall be.

(課題を解決するための手段) 上記の目的を達成するため、本発明では、上記
の根太部分において根太材と床下地との間に介在
される弾性材を上方に引張つた状態、つまり零変
位(無負荷状態)から上方へ引張変位した状態で
根太部分を施工したものである。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a state in which the elastic material interposed between the joist material and the flooring in the joist portion is pulled upward, that is, zero displacement. The joists were constructed with the joists in an upward tensile displacement state (no-load state).

具体的に、本発明な講じた解決手段は、コンク
リート床スラブ等よりなる床下地上にグラスウー
ル等よりなる衝撃材を介して床パネルが配設され
る。これに対し、上記床下地上の一部分に弾性材
を介して根太材を固定する。尚、ここで言う床下
地上の一部分とは、具体的には壁際や床下の配管
部分あるいは間仕切り壁部分等に該当するが、上
記以外の部分であつても床を安定させる為に床中
央部分の一部であつてもよい。そして、この根太
材を、上記弾性材が床パネル下方の衝撃材の反力
によつて上方に引張られた状態で上記床パネルと
緊結した構成とする。
Specifically, the solution taken by the present invention is that a floor panel is disposed on a subfloor made of a concrete floor slab or the like with an impact material made of glass wool or the like interposed therebetween. On the other hand, a joist is fixed to a portion of the above-mentioned subfloor surface via an elastic material. In addition, the part above the floor under the floor specifically corresponds to the wall, under the floor, piping, partition wall, etc., but even in parts other than the above, the part in the center of the floor is used to stabilize the floor. It may be a part of it. The joist material is tightly connected to the floor panel in a state where the elastic material is pulled upward by the reaction force of the impact material below the floor panel.

(作用) これにより、本発明では、根太材上の床面に加
振力が作用したとき、該根太材下部の弾性材が上
方に引張られて伸張した状態にあるため、この弾
性材はこの引張り状態から無負荷状態になるまで
抵抗なく容易に変位し、その後は圧縮変位する。
したがつて、小さな床衝撃力に対しては、その衝
撃力は主に浮床部分の衝撃材が受けて緩和され、
根太部分にはほとんど作用しない。また、弾性材
が圧縮変位するような大きな床衝撃力であつて
も、該弾性材による圧縮変位で生じる反力、換言
すれば床下地への伝達力はそれまで既に圧縮変位
している緩衝材よりも小さい。このため、根太部
分における衝撃力の床下地への伝達を十分に軽減
でき、防音性能を向上できる。
(Function) Accordingly, in the present invention, when an excitation force is applied to the floor surface on the joist material, the elastic material at the bottom of the joist material is pulled upward and stretched, so that this elastic material It is easily displaced without resistance from the tension state to the no-load state, and then it is compressed.
Therefore, for a small floor impact force, the impact force is mainly received by the impact material in the floating floor area and is alleviated.
It has almost no effect on the joists. In addition, even if there is a large floor impact force that compresses and displaces the elastic material, the reaction force generated by the compressive displacement by the elastic material, in other words, the force transmitted to the flooring will be applied to the cushioning material that has already been compressed and displaced. smaller than Therefore, the transmission of the impact force at the joists to the subfloor can be sufficiently reduced, and the soundproofing performance can be improved.

また、上記根太材上の床面に家具等を載置して
荷重をかけた場合においても、上記の如き弾性材
が上方に引張られた伸張状態から無負荷状態へ変
位することにより、弾性材自体の圧縮変位が緩和
されるので、浮床部分が沈み込んでも弾性体の緩
衝性を低下させず防音性が維持される。
In addition, even when a load is applied by placing furniture, etc. on the floor surface on the floor joist, the elastic material is displaced from the upwardly stretched state to the no-load state. Since the compressive displacement of the floating floor part itself is alleviated, even if the floating floor part sinks, the soundproofing properties are maintained without reducing the cushioning properties of the elastic body.

(実施例) 以下、本発明の実施例を図面に基づいて説明す
る。
(Example) Hereinafter, an example of the present invention will be described based on the drawings.

第1図および第2図は本発明を壁際の際根太部
分に適用した実施例を示す。同図において、1は
コンクリート床スラブ等よりなる床下地であつ
て、該床下地1のうち壁2際を除く部分には、グ
ラスウール、ロツクウール、発泡合成樹脂などよ
りなる緩衝材3が敷設され、該緩衝材3上には、
多数の床パネル4,4…が並置して配設されて浮
床に構築されている。
FIGS. 1 and 2 show an embodiment in which the present invention is applied to a joist portion near a wall. In the figure, reference numeral 1 denotes a subfloor made of a concrete floor slab or the like, and a cushioning material 3 made of glass wool, rock wool, foamed synthetic resin, etc. is laid on the part of the subfloor 1 except for the edges of the walls 2. On the cushioning material 3,
A large number of floor panels 4, 4... are arranged side by side to form a floating floor.

一方、上記床下地1の壁2際部分には、上下に
取付板5a,5bを有するゴムやバネ等よりなる
弾性材5がその下側取付板5bを床下地1に釘6
止めすることにより固定され、該弾性材5の上側
取付板5a上には際根太としての根太材7がアジ
ヤスタボルト8とナツト9との締結により固定支
持されており、かつ上記床パネル4の端部と隣接
して配設されている。ここで、根太材7は床パネ
ル4と結合する前には第2図に示すように、該根
太材7の上面高さが上記床パネル4の上面高さよ
りも所定量h(2〜4mm)低いレベルになるよう
に設定して固定されている。
On the other hand, an elastic material 5 made of rubber or a spring, which has upper and lower mounting plates 5a and 5b, is attached to the wall 2 of the flooring 1, and the lower mounting plate 5b is attached to the flooring 1 by a nail 6.
A joist material 7 as a border joist is fixedly supported on the upper mounting plate 5a of the elastic member 5 by fastening an adjuster bolt 8 and a nut 9, and the floor panel 4 is fixed by fastening. It is arranged adjacent to the end. Here, before the joist material 7 is combined with the floor panel 4, as shown in FIG. Fixed to be set to a lower level.

そして、第1図に示すように、上記根太材7の
上面は、床パネル4端部の上面と木材や金属型材
等よりなる剛性連結部材10によつて、上記弾性
材5が上方に引張られて伸張した状態で緊結され
ている。すなわち、該剛性連結材10を根太材7
上面と床パネル4端部上面とに釘11止めにより
固定することにより、両者の上面のレベル差hに
基づいて弾性材5が衝撃材3の圧縮に基づく反力
で上方に伸張した状態となつている。
As shown in FIG. 1, the upper surface of the joist 7 is connected to the upper surface of the end of the floor panel 4 by a rigid connecting member 10 made of wood, metal shapes, etc., so that the elastic material 5 is pulled upward. It is tied in a stretched state. That is, the rigid connecting material 10 is connected to the joist material 7.
By fixing the top surface and the top surface of the end of the floor panel 4 with nails 11, the elastic material 5 is expanded upward by the reaction force caused by the compression of the impact material 3 based on the level difference h between the top surfaces of the two. ing.

尚、図示していないが、上記床パネル4上面に
は上記根太材7上面に跨つて適宜床仕上げ材が施
工される。
Although not shown, a floor finishing material is appropriately applied to the upper surface of the floor panel 4 so as to extend over the upper surface of the joist 7.

したがつて、このような浮床構造において、壁
際付近の床面に床衝撃力が作用した場合、根太材
7がその下部の弾性材5が上方に引張られた状態
で床パネル4端部に剛性連結材10で緊結されて
いることにより、上記床衝撃力により上記弾性材
5がこの引張り状態から無負荷状態に抵抗なく容
易に変位し、この無負荷状態への変位後は、圧縮
変位する。このことから、浮床部分の緩衝材3が
床パネル4と根太材7とのレベル差hに満たない
変位量しか圧縮変位しないような小さな床衝撃力
に対しては、この床衝撃力は主に上記緩衝材3で
緩和され、根太部分にはほとんど作用することは
ない。また、緩衝材3が上記レベル差h以上に圧
縮変位するような大きな床衝撃力に対しては、根
太部分の弾性材5は始めて圧縮変位するが、この
圧縮変位で生じる反力、換言すれば床下地1への
伝達力は、既にそれまでに圧縮変位している緩衝
材3のそれよりも小さい。よつて、根太材7を介
して床衝撃力が床下地1に伝達されるのが著しく
軽減され、根太部分の防音性能を向上できる。
尚、浮床部分では従前通り緩衝材3の緩衝作用に
より良好な防音性能が確保される。
Therefore, in such a floating floor structure, when a floor impact force acts on the floor near the wall, the joist 7 will have rigidity at the end of the floor panel 4 with the elastic material 5 at the bottom being pulled upward. Since the elastic member 5 is tightly connected by the connecting member 10, the floor impact force easily displaces the elastic member 5 from the tensile state to the no-load state without resistance, and after the shift to the no-load state, the elastic member 5 is compressed. From this, it can be seen that for a small floor impact force in which the cushioning material 3 of the floating floor part is compressed and displaced by an amount that is less than the level difference h between the floor panel 4 and the joist material 7, this floor impact force is mainly The shock is relieved by the buffer material 3 and hardly acts on the joists. In addition, in response to a large floor impact force that compresses and displaces the cushioning material 3 by more than the above level difference h, the elastic material 5 in the joist part is compressed and displaced for the first time, but the reaction force generated by this compressive displacement, in other words, The force transmitted to the subfloor 1 is smaller than that of the cushioning material 3, which has already been compressed and displaced. Therefore, the transmission of floor impact force to the floor base 1 via the joists 7 is significantly reduced, and the soundproofing performance of the joists can be improved.
In addition, in the floating floor portion, good soundproofing performance is ensured by the buffering action of the buffer material 3 as before.

第3図および第4図は上記実施例の変形例を示
し、床パネル4を根太材7上に直接載置する場合
である。この場合、第4図の如く根太材7上面の
高さを緩衝材3上面の高さよりも所定量h(2〜
4mm)低いレベルに設定しておき、該根太材7の
上面を床パネル4端部下面に釘12等で緊結する
ことにより、該根太材7下部の弾性材5が上方に
引張られた状態にしたものである。
FIGS. 3 and 4 show a modification of the above embodiment, in which the floor panel 4 is placed directly on the joist 7. FIG. In this case, as shown in FIG.
By setting the upper surface of the joist 7 to the lower surface of the end of the floor panel 4 with nails 12, etc., the elastic material 5 at the bottom of the joist 7 is pulled upward. This is what I did.

また、第5図および第6図は他の実施例を示
し、床下配管のために一対の根太材7,7を所定
の間隔をあけて対向させて配設し、この根太材
7,7間の空間13を配管14を敷設するための
スペースとしたものである。第5図は壁2際で床
下配管を行う例で、両根太材7,7上面は各々の
弾性材5,5が上方に引張られた状態で剛性連結
材10により床パネル4端部上面に緊結されてい
る。また、第6図は床央部で床下配管を行う例
で、同様に両根太材7,7の上面は各々の弾性材
5,5が上方に引張られた状態で両側の床パネル
4,4端部上面に剛性連結材10によつて緊結さ
れている。この例においても、根太部分の防音性
能を向上させることができる。尚、15は配管1
4の上部をカバーする緩衝材である。
Moreover, FIG. 5 and FIG. 6 show another embodiment, in which a pair of joists 7, 7 are arranged facing each other at a predetermined interval for underfloor piping, and the joists 7, 7 are disposed opposite each other at a predetermined distance. The space 13 is used as a space for laying piping 14. Fig. 5 shows an example in which under-floor piping is installed near the wall 2, and the upper surfaces of both joists 7, 7 are connected to the upper surface of the end of the floor panel 4 by means of rigid connecting members 10 with the respective elastic members 5, 5 being pulled upward. are tied together. Further, FIG. 6 shows an example in which underfloor piping is installed in the center of the floor, and similarly, the upper surfaces of both joists 7, 7 are connected to the floor panels 4, 4 on both sides with the elastic members 5, 5 being pulled upward. It is tightly connected to the upper surface of the end portion by a rigid connecting member 10. In this example as well, the soundproofing performance of the joist portion can be improved. In addition, 15 is piping 1
This is a cushioning material that covers the upper part of 4.

(発明の効果) 以上説明したように、本発明の浮床構造によれ
ば、壁際や床下配管のための根太部分における根
太材下部の弾性材を上方に引張つた状態で床パネ
ルと緊結しているので、根太材に作用した加振力
は上記弾性材の引張り状態がなくなるまで床下地
に伝達することがなく、床衝撃力の根太材を介し
ての床下地への伝達を大幅に軽減して防音性能を
向上させることができる。
(Effects of the Invention) As explained above, according to the floating floor structure of the present invention, the elastic material at the bottom of the joist near the wall or at the joist portion for underfloor piping is tightly connected to the floor panel while being pulled upward. Therefore, the excitation force acting on the joists is not transmitted to the subfloor until the elastic material is no longer under tension, and the transmission of floor impact force to the subfloor through the joists is significantly reduced. Soundproofing performance can be improved.

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

図面は本発明の実施例を例示し、第1図は壁際
の根太部分付近の構造を示す断面図、第2図は同
根太材と床パネルとを緊結する前の状態を示す断
面図である。第3図及び第4図はそれぞれ変形例
を示す第1図及び第2図相当図である。第5図及
び第6図はそれぞれ他の実施例として床下配管の
ための根太部分付近の構造を示す断面図である。 1……床下地、3……緩衝材、4……床パネ
ル、5……弾性材、7……根太材、10……剛性
連結材、14……配管。
The drawings illustrate an embodiment of the present invention, and FIG. 1 is a cross-sectional view showing the structure near the joist part near the wall, and FIG. 2 is a cross-sectional view showing the state before the joist material and the floor panel are fastened together. . FIGS. 3 and 4 are views corresponding to FIGS. 1 and 2 showing modified examples, respectively. FIG. 5 and FIG. 6 are sectional views showing the structure of the vicinity of the joist portion for underfloor piping as other embodiments, respectively. 1... Floor base, 3... Cushioning material, 4... Floor panel, 5... Elastic material, 7... Joist material, 10... Rigid connection material, 14... Piping.

Claims (1)

【特許請求の範囲】 1 コンクリート床スラブ等よりなる床下地上に
グラスウール等よりなる緩衝材を介して床パネル
が配設されている一方、 上記床下地上の一部分にゴム等の弾性材を介し
て根太材が固定され、 該根太材は、上記弾性材が床パネル下方の緩衝
材の反力によつて上方に引張られた状態で上記床
パネルと緊結されていることを特徴とする浮床構
造。
[Scope of Claims] 1. A floor panel is provided on a subfloor made of a concrete floor slab or the like through a cushioning material such as glass wool, while a floor panel is provided on a part of the subfloor with an elastic material such as rubber placed between the joists. A floating floor structure characterized in that the joists are fixed and the joist is tightly connected to the floor panel in a state where the elastic material is pulled upward by the reaction force of the cushioning material below the floor panel.
JP1995688A 1988-01-29 1988-01-29 Floating floor construction Granted JPH01192952A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995688A JPH01192952A (en) 1988-01-29 1988-01-29 Floating floor construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995688A JPH01192952A (en) 1988-01-29 1988-01-29 Floating floor construction

Publications (2)

Publication Number Publication Date
JPH01192952A JPH01192952A (en) 1989-08-03
JPH0565669B2 true JPH0565669B2 (en) 1993-09-20

Family

ID=12013647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995688A Granted JPH01192952A (en) 1988-01-29 1988-01-29 Floating floor construction

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2544007Y2 (en) * 1990-03-28 1997-08-13 日本ゼオン株式会社 Anti-vibration joist structure for floating floor
JP6317866B2 (en) * 2014-09-26 2018-04-25 株式会社熊谷組 Construction method of floor structure
JP6317867B2 (en) * 2015-09-01 2018-04-25 株式会社熊谷組 Floor structure
JP6677986B2 (en) * 2015-09-01 2020-04-08 株式会社熊谷組 Floor structure

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JPH01192952A (en) 1989-08-03

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