JP2001182211A - Floor structure - Google Patents

Floor structure

Info

Publication number
JP2001182211A
JP2001182211A JP36589499A JP36589499A JP2001182211A JP 2001182211 A JP2001182211 A JP 2001182211A JP 36589499 A JP36589499 A JP 36589499A JP 36589499 A JP36589499 A JP 36589499A JP 2001182211 A JP2001182211 A JP 2001182211A
Authority
JP
Japan
Prior art keywords
floor
steel joist
elastic body
floor beam
joist
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
JP36589499A
Other languages
Japanese (ja)
Inventor
Hiroyuki Yajima
浩之 矢島
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.)
Daiwa House Industry Co Ltd
Original Assignee
Daiwa House 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 Daiwa House Industry Co Ltd filed Critical Daiwa House Industry Co Ltd
Priority to JP36589499A priority Critical patent/JP2001182211A/en
Publication of JP2001182211A publication Critical patent/JP2001182211A/en
Pending legal-status Critical Current

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Landscapes

  • Building Environments (AREA)
  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a floor structure capable of effectively reducing floor shock noise and the like, facilitating construction, and lowering a cost. SOLUTION: A steel joist 2 serving as a floor material is arranged on a floor beam 1 via an elastic body 5, while the steel joist 2 and the floor beam 1 are clamped by means of a metal fitting 4 to be connected together, and elastic bodies 6, 7 are arranged between the metal fitting 4 and the steel joist 2 and/or between the metal fitting 4 and the floor beam 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、床の構造に関す
る。
TECHNICAL FIELD The present invention relates to a floor structure.

【0002】[0002]

【従来の技術】例えば住宅等の建物において、二階など
の階上の床の構造として、H形鋼などからなる床梁の上
に、これと直交するように木製の根太が設置され、この
根太の上に床板が設置された構造のものがある。そし
て、上階での床衝撃音が下階に伝わるのを防ぐ目的で、
酸化鉄粉を含有させたアスファルト系の制振マット(比
重:2.4〜3.2程度;厚さ:4〜12mm程度)を
床全面にわたって下地床板の上面に置き敷きすることが
ある。
2. Description of the Related Art In a building such as a house, for example, a wooden joist is installed on a floor beam made of H-section steel or the like so as to be orthogonal thereto, as a structure of an upper floor such as a second floor. There is a structure in which a floor plate is installed on the floor. And, in order to prevent the floor impact sound on the upper floor from being transmitted to the lower floor,
In some cases, an asphalt-based damping mat (specific gravity: about 2.4 to 3.2; thickness: about 4 to 12 mm) containing iron oxide powder is placed on the upper surface of the base floor board over the entire floor.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
制振マットは、それ自体、重量が大きく、また柔らかい
ものであるため、扱いにくく、施工に手間を要するとい
う問題がある。また、この制振マットは、床の重量を大
きくし、構造設計上の影響についての配慮を行っていく
必要を生じる場合もある。更に、制振マットは、それ自
体高価な材料であるのみならず、これを床全面に置き敷
きするため、コストが非常に高くつくという問題もあ
る。また、上記の制振マットは、接着剤などを使用せず
に置き敷きした場合は、歩行振動障害を生じさせること
があると共に、床の低周波数域の振動低減にはあまり寄
与せず、また、温度による影響を受けやすく、寒くなる
と十分な制振効果を得られなくなる傾向が見受けられる
という問題もある。
However, the above-mentioned damping mat itself has a problem that it is difficult to handle because it is heavy and soft, and it takes time and effort for construction. Further, in some cases, it is necessary to increase the weight of the floor and to consider the influence on the structural design. Furthermore, the damping mat itself is not only an expensive material, but also has a problem that the cost is extremely high because the mat is laid on the entire floor. In addition, when the above damping mat is laid without using an adhesive or the like, it may cause walking vibration disturbance, and does not contribute much to the reduction of vibration in a low frequency range of the floor, and However, there is also a problem in that it tends to be affected by temperature, and a sufficient damping effect cannot be obtained when the temperature becomes cold.

【0004】本発明は、上記のような従来の問題点に鑑
み、床衝撃音などを効果的に低減することができ、しか
も、施工が容易で、コストも低く抑えることができる床
の構造を提供することを課題とする。
The present invention has been made in view of the above-mentioned conventional problems, and has a floor structure capable of effectively reducing floor impact noise and the like, and which can be easily constructed and whose cost can be reduced. The task is to provide.

【0005】[0005]

【課題を解決するための手段】上記の課題は、床梁上に
弾性体を介して床材が設置されると共に、床材と床梁と
が金物で挟み込まれて結合され、かつ、金物と床材との
間及び/又は金物と床梁との間に弾性体が介設されてい
ることを特徴とする床の構造によって解決される。
SUMMARY OF THE INVENTION The above object is achieved by providing a floor material on a floor beam via an elastic body, sandwiching the floor material and the floor beam with metal, and connecting the floor material with the metal. The problem is solved by a floor structure in which an elastic body is interposed between a floor material and / or between a hardware and a floor beam.

【0006】この床構造では、床材が弾性体を介して床
梁上に設置されているから、床材の振動が床梁側に伝搬
するのを防ぐことができる。しかも、金物と床材との間
及び/又は金物と床梁との間に弾性体が介設されている
から、床材の振動が、床材と床梁とを結合している金物
を通じて床梁側に伝搬するのも防ぐことができる。従っ
て、床衝撃音を効果的に低減することができるし、その
他の固体音の伝搬も効果的に防ぐことができる。
[0006] In this floor structure, since the floor material is installed on the floor beam via the elastic body, it is possible to prevent the vibration of the floor material from propagating to the floor beam side. In addition, since the elastic body is interposed between the hardware and the floor material and / or between the hardware and the floor beam, vibration of the floor material is generated by the floor material through the hardware connecting the floor material and the floor beam. Propagation to the beam side can also be prevented. Therefore, floor impact noise can be effectively reduced, and propagation of other solid sounds can also be effectively prevented.

【0007】しかも、床材と床梁とは金物で結合されて
おり、また、上記のように、床材の振動が床梁に伝搬す
るのを弾性体で防ぐ構造となされているから、従来のよ
うな制振マットを置き敷きしなくとも床梁側への振動伝
搬を阻止することができ、歩行振動障害などを生じさせ
ることもない。
In addition, since the floor material and the floor beam are joined by metal, and as described above, the structure in which the vibration of the floor material is prevented from propagating to the floor beam by an elastic body is employed. The vibration propagation to the floor beam side can be prevented without laying down such a vibration damping mat, and there is no occurrence of a walking vibration obstacle.

【0008】加えて、床梁と床材との間、並びに、金物
と床材との間及び/又は金物と床梁との間に弾性体を介
設するだけであるから、弾性体の使用量はわずかでよ
く、弾性体はその取扱いも容易で、施工を容易に遂行す
ることができ、コストも低く抑えることができる。更
に、弾性体の使用量はこのようにわずかであるから、弾
性体の使用によって、床の重量が大きくなることはな
く、構造設計上の影響についての配慮も不要である。
[0008] In addition, since only an elastic body is interposed between the floor beam and the floor material and between the hardware and the floor material and / or between the hardware and the floor beam, the use of the elastic body is not required. The amount may be small, the elastic body is easy to handle, the construction can be performed easily, and the cost can be kept low. Further, since the amount of the elastic body used is so small, the use of the elastic body does not increase the weight of the floor, and it is not necessary to consider the influence on the structural design.

【0009】なお、弾性体としては、例えば、ゴム系材
料などが好適に用いられる。
As the elastic body, for example, a rubber material is preferably used.

【0010】上記の床構造において、床材が、互いに間
隔をおいた3つ以上の床梁に、連続スパン方式でわたさ
れて設置されている場合は、床の平面的一体化がなされ
て、床の振動が抑制され、床の歩行振動障害などをより
一層効果的に防ぐことができる。
[0010] In the above floor structure, when the floor material is installed on three or more floor beams spaced apart from each other by a continuous span method, the floor is integrated in a planar manner. The vibration of the floor is suppressed, and it is possible to more effectively prevent obstacles such as walking vibration of the floor.

【0011】[0011]

【発明の実施の形態】次に、本発明の実施形態を図面に
基づいて説明する。
Next, embodiments of the present invention will be described with reference to the drawings.

【0012】図1に示す第1実施形態の床構造におい
て、1,1は床梁、2は床材としての根太、3は床板、
4は金物、5,6,7は弾性体である。
In the floor structure of the first embodiment shown in FIG. 1, 1 and 1 are floor beams, 2 is a joist as a floor material, 3 is a floor plate,
Reference numeral 4 denotes a metal member, and reference numerals 5, 6, and 7 denote elastic bodies.

【0013】床梁1は、上下のフランジとこれらフラン
ジをつなぐウェブとを有するH形鋼からなり、根太2
は、角パイプ状の鋼製根太からなる。
The floor beam 1 is made of H-section steel having upper and lower flanges and a web connecting these flanges.
Consists of square pipe-shaped steel joists.

【0014】床板3は、下地面材8の上に捨張面材9を
介して仕上げ面材10が配置された構成のものであり、
この床板3は、床材である鋼製根太2の上面に設置され
て鋼製根太2と結合一体化され、床板3の振動が鋼製根
太2によって支配されるようになされている。
The floor panel 3 has a configuration in which a finishing panel 10 is disposed on a base panel 8 via a discard panel 9.
The floor plate 3 is installed on the upper surface of the steel joist 2 as a floor material, and is integrated with the steel joist 2 so that the vibration of the floor plate 3 is controlled by the steel joist 2.

【0015】この鋼製根太2は、床梁1と直交する方向
に向けられ、隣り合う床梁1,1間にわたすように、そ
の両端の下面を、弾性体5を介して、これら床梁1の上
フランジ1aの上面に支持させて設置されている。弾性
体5は、減衰性能の高い粘弾性のゴム系材料のものから
なっている。
The steel joists 2 are oriented in a direction perpendicular to the floor beams 1, and the lower surfaces at both ends thereof are interposed between the adjacent floor beams 1, 1 via an elastic body 5. 1 is installed so as to be supported on the upper surface of the upper flange 1a. The elastic body 5 is made of a viscoelastic rubber material having high damping performance.

【0016】そして、鋼製根太2と床梁1とは、鋼製根
太2の両端部に上下方向に貫通して設けた通孔に金物4
を通し、この金物4の上側の座金4aと下側のフック4
bとで、鋼製根太2と上フランジ1aとを上下方向から
挟み込むようにして、金物4のネジ機構で座金4aとフ
ック4bとを相対接近させ、締めていくことで結合され
ている。そして、座金4aと鋼製根太2との間、及び、
フック4bと床梁1の上フランジ1aとの間にはそれぞ
れ、弾性体6,7が挟み込まれて介設されている。これ
らの弾性体6,7も、減衰性能の高い粘弾性のゴム系材
料のものからなっている。
The steel joist 2 and the floor beam 1 are connected to the through holes vertically penetrated at both ends of the steel joist 2 by metal fittings 4.
Through the upper metal washer 4a and the lower hook 4
b, the washer 4a and the hook 4b are relatively close to each other by the screw mechanism of the metal fitting 4 so as to sandwich the steel joist 2 and the upper flange 1a from above and below, and are joined together. And between the washer 4a and the steel joist 2, and
Elastic bodies 6 and 7 are interposed between the hook 4b and the upper flange 1a of the floor beam 1, respectively. These elastic bodies 6 and 7 are also made of a viscoelastic rubber material having high damping performance.

【0017】各弾性体5,6,7は、鋼製根太2と床梁
1の上フランジ1aとが金物4で締め付けられることに
より、上下方向にある程度圧縮変形した状態になってい
る。
Each of the elastic members 5, 6, and 7 is compressed and deformed to some extent in the vertical direction by fastening the steel joist 2 and the upper flange 1a of the floor beam 1 with the metal member 4.

【0018】上記の床構造では、根太2が鋼製根太から
なり、この鋼製根太2と床板3とが一体化されているか
ら、床の振動は根太2に支配され、そして、この鋼製根
太2は、弾性体5を介して床梁1に設置されており、し
かも、鋼製根太2と床梁1は金物4で挟み込まれて結合
一体化されているものの、金物4の座金4aと鋼製根太
2との間、及び、金物4のフック4bと床梁1の上フラ
ンジ1aとの間にはそれぞれ弾性体6,7が介設されて
いるから、鋼製根太2の振動が床梁1側に伝搬するのを
これらの弾性体5,6,7によって効果的に防ぐことが
できて、床衝撃音を効果的に低減することができ、ま
た、その他の固体音の伝搬も効果的に防ぐことができ
る。また、従来の制振マットの場合のように、寒くなる
と、床衝撃音が大きくなるというようなこともないし、
低周波数域の振動も低減することができる。
In the above floor structure, since the joist 2 is made of steel joist, and the steel joist 2 and the floor plate 3 are integrated, the vibration of the floor is controlled by the joist 2 and the steel joist. The joist 2 is installed on the floor beam 1 via the elastic body 5, and the steel joist 2 and the floor beam 1 are sandwiched and integrated with the metal piece 4. Since the elastic members 6 and 7 are interposed between the steel joist 2 and the hook 4b of the hardware 4 and the upper flange 1a of the floor beam 1, respectively, the vibration of the steel joist 2 causes the floor to vibrate. Propagation to the beam 1 side can be effectively prevented by these elastic bodies 5, 6, and 7, the floor impact sound can be effectively reduced, and the propagation of other solid sounds is also effective. Can be prevented. Also, as in the case of conventional damping mats, when it gets cold, the floor impact noise does not increase,
Vibrations in the low frequency range can also be reduced.

【0019】因みに、図4は、従来の木製根太による普
通の床構造と本実施形態の床構造とについて行った重量
床衝撃音の測定結果を示しており、本発明の床構造によ
れば、床衝撃音を効果的に低減しうるのがわかる。
FIG. 4 shows the measurement results of the heavy floor impact sound performed on the ordinary floor structure of the conventional wooden joist and the floor structure of the present embodiment. According to the floor structure of the present invention, FIG. It can be seen that floor impact noise can be effectively reduced.

【0020】なお、上記のように、金物4の座金4aと
鋼製根太2との間、及び、金物4のフック4bと床梁1
の上フランジ1aとの間の両方に弾性体6,7を介在さ
せると効果は高いが、座金4aと鋼製根太2との間にの
み弾性体を介在させるようにしてもよいし、フック4b
と上フランジ1aとの間にのみ弾性体を介在させるよう
にしてもよい。これらによっても、鋼製根太2の振動が
金物4を通じて床梁1の側へと伝えられるのを防ぐこと
ができる。特に、座金4aと鋼製根太2との間に弾性体
6を介在させる場合は、鋼製根太2の振動が金物4に伝
えられるのを防ぐことができる。
As described above, between the washer 4a of the hardware 4 and the steel joist 2 and between the hook 4b of the hardware 4 and the floor beam 1
The effect is high when the elastic bodies 6 and 7 are interposed between the upper flange 1a and the upper flange 1a, but the elastic body may be interposed only between the washer 4a and the steel joist 2 or the hook 4b.
An elastic body may be interposed only between the upper flange 1a and the upper flange 1a. These also prevent the vibration of the steel joist 2 from being transmitted to the floor beam 1 through the metal fittings 4. In particular, when the elastic body 6 is interposed between the washer 4 a and the steel joist 2, it is possible to prevent the vibration of the steel joist 2 from being transmitted to the hardware 4.

【0021】しかも、弾性体5は、鋼製根太2が床梁1
によって支持される部分にのみ局所的に介設すればよ
く、また、鋼製根太2と床梁1とを結合している金物4
の部分にのみ弾性体6,7を介設すればよいので、弾性
体5,6,7の使用量はわずかでよく、その取扱いも容
易であり、施工を容易に遂行することができると共に、
コストも低く抑えることができる。
Moreover, the elastic members 5 are made of steel joists 2 and floor beams 1.
It is only necessary to intervene locally only at the portion supported by
Since the elastic bodies 6, 7 need only be interposed only in the portion of the above, the amount of the elastic bodies 5, 6, 7 used may be small, the handling thereof is easy, and the construction can be easily performed.
Cost can also be kept low.

【0022】更に、弾性体5,6,7の使用量はこのよ
うにわずかでよいから、制振マットを置き敷きする場合
のように、床の重量が大きくなるというようなことはな
く、構造設計上の影響についての配慮も不要である。の
みならず、各弾性体5,6,7は、上記のように、金物
4の締付けによって、予め、ある程度圧縮変形されてい
るから、床板3上にあとから家具などの積載荷重がかか
っても、床板3がその積載荷重で下方に大きく変位して
しまうというようなこともない。また、床板3と鋼製根
太2とが一体化されると共に、鋼製根太2と床梁1とに
ついても金物4で結合されているから、床の歩行振動障
害も抑えられる。
Further, since the amount of the elastic bodies 5, 6, 7 used is small, the weight of the floor does not increase as in the case of laying a damping mat. There is no need to consider design impacts. Not only that, since the elastic members 5, 6, and 7 have been compressed and deformed to some extent in advance by tightening the metal members 4 as described above, even if a load such as furniture is applied to the floor plate 3 later. Also, there is no possibility that the floor plate 3 is largely displaced downward by the loaded load. In addition, since the floor plate 3 and the steel joist 2 are integrated, and the steel joist 2 and the floor beam 1 are also connected by the hardware 4, the walking vibration disturbance of the floor can be suppressed.

【0023】図2に示す第2実施形態の床構造は、角パ
イプ状などの筒状の鋼製根太2の下側の側壁2aと、床
梁1の上フランジ1aとを、上記の場合とは構成態様を
異にする金物4で挟み込んで結合させたものである。そ
して、鋼製根太2と上フランジ1aとの間に弾性体5が
介設されており、また、鋼製根太の下側の側壁2aと、
この側壁2aを上から押さえる金物4の座金4aとの間
に弾性体6が介設されており、また、床梁1の上フラン
ジ1aと、この上フランジ1aを下から押さえる金物4
のプレート4cとの間に弾性体7が介設されており、更
に、このプレート4cと鋼製根太2との間にもスペーサ
ーとして弾性体11が介設されている。
In the floor structure of the second embodiment shown in FIG. 2, the lower side wall 2a made of a tubular steel joist 2 such as a square pipe and the upper flange 1a of the floor beam 1 are combined with the above case. Are connected by being sandwiched between metal members 4 having different constitutions. An elastic body 5 is interposed between the steel joist 2 and the upper flange 1a, and a lower side wall 2a of the steel joist;
An elastic member 6 is interposed between the washer 4a of the metal member 4 for holding the side wall 2a from above, and an upper flange 1a of the floor beam 1 and a metal member 4 for holding the upper flange 1a from below.
An elastic body 7 is interposed between the plate 4c and the steel 4 and an elastic body 11 is interposed between the plate 4c and the steel joist 2 as a spacer.

【0024】この床構造では、鋼製根太2と床梁1とを
金物4でしっかり締め付けても、鋼製根太2に上下方向
のつぶれ変形を生じることがなく、鋼製根太2と床梁1
とを金物4でしっかりと結合することができる。
In this floor structure, even if the steel joist 2 and the floor beam 1 are firmly fastened with the hardware 4, the steel joist 2 is not deformed in the vertical direction, and the steel joist 2 and the floor beam 1 are not deformed.
Can be firmly connected with the metal member 4.

【0025】図3に示す第3実施形態の床構造は、鋼製
根太2が、上記の場合よりも長く設計されていて、その
両端部と長手方向の中間部の3箇所が、3つの床梁1,
1,1によって支えられている。即ち、床材である鋼製
根太2を連続スパン方式で床梁1に設置した場合のもの
である。なお、鋼製根太をその長手方向の4箇所以上に
おいて床梁に支えさせる構成としてもよいことはいうま
でもない。そして、上記の各実施形態と同様に、鋼製根
太2と床梁1との間には弾性体5が介設され、鋼製根太
2と床梁1とを金物4で結合する部分においても弾性体
6,7が介設されている。この構造によれば、鋼製根太
2によって床の平面的一体化がなされて、床の振動を抑
制でき、床の歩行振動障害などをより一層効果的に防ぐ
ことが可能となる。
In the floor structure according to the third embodiment shown in FIG. 3, the steel joist 2 is designed to be longer than the above case, and three places, that is, both ends and an intermediate portion in the longitudinal direction, have three floors. Beam 1,
It is supported by 1,1. That is, this is a case where the steel joist 2 as the floor material is installed on the floor beam 1 by the continuous span method. It goes without saying that the steel joist may be supported on the floor beam at four or more locations in the longitudinal direction. And elastic body 5 is interposed between steel joist 2 and floor beam 1 similarly to each above-mentioned embodiment, and also in the part which connects steel joist 2 and floor beam 1 with hardware 4. Elastic bodies 6 and 7 are interposed. According to this structure, the floor is integrated in a planar manner by the steel joists 2, the vibration of the floor can be suppressed, and the obstacle of walking vibration of the floor can be more effectively prevented.

【0026】以上に、本発明の実施形態を示したが、本
発明はこれに限られるものではなく、発明思想を逸脱し
ない範囲で、各種の変更が可能である。例えば、上記の
実施形態では、床梁に金物で結合される床材が根太であ
る場合を示しているが、その他、ALC版などの床パネ
ルを床材とし、これを根太なしで床梁に金物で結合する
床構造に適用されてもよい。その場合は、床梁上に弾性
体を介してALC版などの床パネルが設置されると共
に、この床パネルと床梁とが金物で挟み込まれて結合さ
れ、かつ、金物と床パネルとの間及び/又は金物と床梁
との間に弾性体が介設されている床構造となる。また、
この床パネルを3つの以上に床梁に連続スパン方式でわ
たして設置する構成としてもよい。また、床材として、
床板と根太とを予め一体的に組み合わせて床パネルとし
たものを本発明にいう床材としてもよい。
Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various changes can be made without departing from the spirit of the invention. For example, in the above embodiment, the case where the floor material joined to the floor beam by metal is a joist, but in addition, a floor panel such as an ALC plate is used as the floor material, and this is used for the floor beam without the joist. It may be applied to floor structures that are joined by hardware. In that case, a floor panel such as an ALC plate is installed on the floor beam via an elastic body, and the floor panel and the floor beam are sandwiched and joined by metal, and the floor panel and the floor panel are interposed between the metal and the floor panel. And / or a floor structure in which an elastic body is interposed between the hardware and the floor beam. Also,
It is also possible to adopt a configuration in which three or more floor panels are installed on floor beams in a continuous span system. Also, as flooring,
A floor panel referred to in the present invention may be a floor panel obtained by integrally combining a floor panel and a joist in advance.

【0027】また、上記のような根太を床材として用い
る床構造において、根太を鋼製のものとすることによ
り、床の剛性を大きくすることができる等の利点が得ら
れるのであるが、必ずしも鋼製のものに限られるもので
はなく、木製のものであってもよい。また、床材と床梁
とを挟み込んで結合させる金物についても、各種態様の
ものが用いられてよい。また、弾性体については、振動
を早期に減衰させることのできる減衰性能の高い弾性体
を使用するのが好ましいが、必ずしも、そのような弾性
体でなければならないということはなく、要は、バネ弾
性を有するものであればよい。また、使用する各弾性体
の弾性係数や損失係数などの物性値は、統一させるよう
にしてもよいし、異ならせるようにしてもよい。異なら
せる場合は、単純な振動特性にはならないため、共振現
象なども緩和することができる。
Further, in the floor structure using the joists as the floor material as described above, by using steel joists, the advantage that the rigidity of the floor can be increased can be obtained. The material is not limited to steel and may be wooden. In addition, various types of hardware that sandwich the floor material and the floor beam and combine them may be used. Further, as for the elastic body, it is preferable to use an elastic body having a high damping performance capable of attenuating the vibration at an early stage. However, it is not always necessary to use such an elastic body. Any material having elasticity may be used. Further, the physical property values such as the elastic coefficient and the loss coefficient of each elastic body to be used may be unified or may be different. If they are made different from each other, a simple vibration characteristic is not obtained, so that a resonance phenomenon or the like can be reduced.

【0028】[0028]

【発明の効果】上述の次第で、本発明の床構造は、以上
のとおりのものであるから、床衝撃音などを効果的に低
減することができ、しかも、施工が容易で、コストも低
く抑えることができる。
As described above, since the floor structure of the present invention is as described above, floor impact noise and the like can be effectively reduced, and the construction is easy and the cost is low. Can be suppressed.

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

【図1】第1実施形態を示すもので、図(イ)は断面側
面図、図(ロ)は要部拡大図である。
FIG. 1 shows a first embodiment, in which FIG. 1A is a cross-sectional side view, and FIG. 1B is an enlarged view of a main part.

【図2】第2実施形態を示すもので、図(イ)は断面側
面図、図(ロ)は要部拡大図である。
FIG. 2 shows a second embodiment, in which FIG. 1A is a cross-sectional side view and FIG. 2B is an enlarged view of a main part.

【図3】第3実施形態を示す断面側面図である。FIG. 3 is a sectional side view showing a third embodiment.

【図4】重量床衝撃音の性能比較試験の結果を示すグラ
フ図である。
FIG. 4 is a graph showing the results of a performance comparison test of heavy floor impact sound.

【符号の説明】[Explanation of symbols]

1…床梁 2…鋼製根太(床材) 4…金物 5,6,7…弾性体 DESCRIPTION OF SYMBOLS 1 ... Floor beam 2 ... Steel joist (floor material) 4 ... Hardware 5, 6, 7 ... Elastic body

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 床梁上に弾性体を介して床材が設置され
ると共に、床材と床梁とが金物で挟み込まれて結合さ
れ、かつ、金物と床材との間及び/又は金物と床梁との
間に弾性体が介設されていることを特徴とする床の構
造。
1. A floor material is installed on a floor beam via an elastic body, and the floor material and the floor beam are sandwiched and joined by metal, and between the metal and the floor material and / or metal. An elastic body is interposed between the floor beam and the floor beam.
【請求項2】 前記床材が、互いに間隔をおいた3つ以
上の床梁に、連続スパン方式でわたされて設置されてい
る請求項1に記載の床の構造。
2. The floor structure according to claim 1, wherein the flooring material is installed on three or more floor beams spaced from each other by a continuous span method.
JP36589499A 1999-12-24 1999-12-24 Floor structure Pending JP2001182211A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36589499A JP2001182211A (en) 1999-12-24 1999-12-24 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36589499A JP2001182211A (en) 1999-12-24 1999-12-24 Floor structure

Publications (1)

Publication Number Publication Date
JP2001182211A true JP2001182211A (en) 2001-07-03

Family

ID=18485387

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36589499A Pending JP2001182211A (en) 1999-12-24 1999-12-24 Floor structure

Country Status (1)

Country Link
JP (1) JP2001182211A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003155795A (en) * 2001-11-21 2003-05-30 Sumitomo Metal Steel Products Inc Fitting structure of floor panel
JP2016211339A (en) * 2015-05-13 2016-12-15 鹿島建設株式会社 Inner structure of shield tunnel
JP2017048624A (en) * 2015-09-03 2017-03-09 早川ゴム株式会社 Floor structure and viscoelastic body for use in the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003155795A (en) * 2001-11-21 2003-05-30 Sumitomo Metal Steel Products Inc Fitting structure of floor panel
JP2016211339A (en) * 2015-05-13 2016-12-15 鹿島建設株式会社 Inner structure of shield tunnel
JP2017048624A (en) * 2015-09-03 2017-03-09 早川ゴム株式会社 Floor structure and viscoelastic body for use in the same

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