JP3184482B2 - Anti-vibration floor structure - Google Patents

Anti-vibration floor structure

Info

Publication number
JP3184482B2
JP3184482B2 JP16856497A JP16856497A JP3184482B2 JP 3184482 B2 JP3184482 B2 JP 3184482B2 JP 16856497 A JP16856497 A JP 16856497A JP 16856497 A JP16856497 A JP 16856497A JP 3184482 B2 JP3184482 B2 JP 3184482B2
Authority
JP
Japan
Prior art keywords
floor
panel
panels
floor panels
plate
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
JP16856497A
Other languages
Japanese (ja)
Other versions
JPH1113192A (en
Inventor
達郎 村井
宮雄 中村
成憲 岩澤
Original Assignee
ナショナル住宅産業株式会社
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 ナショナル住宅産業株式会社 filed Critical ナショナル住宅産業株式会社
Priority to JP16856497A priority Critical patent/JP3184482B2/en
Publication of JPH1113192A publication Critical patent/JPH1113192A/en
Application granted granted Critical
Publication of JP3184482B2 publication Critical patent/JP3184482B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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】この発明は、プレハブ住宅等
における防振床構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-vibration floor structure for a prefabricated house or the like.

【0002】[0002]

【従来の技術】従来より住宅の床は、図5および図6に
示すように、床梁40に床受金物41を固着具(図示せ
ず)にて固定し、その床受金物41に床パネル42,4
3を載置してボルト・ナット44にて固定していた。し
かし、図5および図6の床構造では、床パネル42,4
3を直に床受金物41に載置固定してあるため、子供が
飛び跳ねたりすると大きな衝撃音が生じ、この衝撃音が
下階に直接伝わり、下階の住人に多大な迷惑をかけると
いう問題があった。
2. Description of the Related Art Conventionally, as shown in FIGS. 5 and 6, a floor support 41 is fixed to a floor beam 40 with a fastener (not shown). Panels 42, 4
3 was placed and fixed with bolts and nuts 44. However, in the floor structures of FIGS. 5 and 6, the floor panels 42, 4
3 is directly mounted and fixed on the floor fitting 41, so that when a child jumps, a loud impact sound is generated, and this impulsive sound is transmitted directly to the lower floor, causing a great deal of trouble to residents on the lower floor. was there.

【0003】そこで、図7および図8に示すように、床
梁40に固定した床受金物45と床パネル42,43と
の間に、衝撃を吸収する液封ダンパー46を介装して衝
撃音を吸収する防振床構造が提案されている。
Accordingly, as shown in FIGS. 7 and 8, between a floor support 45 fixed to a floor beam 40 and floor panels 42 and 43, a liquid ring damper 46 for absorbing an impact is interposed to provide an impact. A vibration-absorbing floor structure that absorbs sound has been proposed.

【0004】[0004]

【発明が解決しようとする課題】しかし、図7および図
8に示す防振床構造では、隣接する床パネル42,43
が各々個別に液封ダンパー46を介して床梁40に取付
けられているため、各床パネル42,43に個別に作用
する衝撃に対し、床パネル42,43は各々別個に上下
動する。このため、隣接する床パネル42,43間で段
差が生じてしまい、その結果床パネル全体の上に敷設さ
れた床仕上げ材(図示せず)に亀裂や割れが生じるとい
う問題があった。
However, in the vibration isolating floor structure shown in FIGS. 7 and 8, adjacent floor panels 42, 43 are provided.
Are individually attached to the floor beams 40 via the liquid ring dampers 46, so that the floor panels 42, 43 individually move up and down in response to an impact individually acting on the floor panels 42, 43. For this reason, a step is generated between the adjacent floor panels 42 and 43, and as a result, there is a problem that a crack or a crack is generated in a floor finishing material (not shown) laid on the entire floor panel.

【0005】この発明の目的は、隣接する床パネル間に
段差が生じない防振床構造を提供することである。
An object of the present invention is to provide an anti-vibration floor structure in which there is no step between adjacent floor panels.

【0006】[0006]

【課題を解決するための手段】請求項1記載の防振床構
造は、隣接する床パネルのパネル枠を、各々別個に液封
ダンパーを介して一定間隔を隔てて建築物躯体に取付
け、前記パネル枠に貼着した双方の床パネルの表面板
に各床パネルの上下運動による段差を吸収するための緩
衝板を配置するとともに、この緩衝板の両側縁は、双方
の床パネルのパネル枠に各々支持されていることを特徴
とするものである。
According to a first aspect of the present invention, there is provided an anti-vibration floor structure, wherein panel frames of adjacent floor panels are separately attached to a building frame at predetermined intervals via a liquid ring damper. with placing a buffer plate for absorbing a level difference caused by vertical movement of the floor panels between faceplate of the floor panel both were bonded to a panel frame, both side edges of the buffer plate, both
Are each supported by a panel frame of the floor panel .

【0007】請求項1記載の防振床構造によると、一定
間隔を隔てて設けた床パネル間に緩衝板を架設したの
で、床パネル間に段差を生じることがなく、床パネル全
体の上に敷設される床仕上げ材に亀裂や割れが生じな
い。また、緩衝板の両側縁は双方の床パネルのパネル枠
に載置して固定できるため、緩衝板の取付け作業が容易
である。請求項2記載の防振床構造は、請求項1におい
て、緩衝板が、床パネルの表面板と略同厚の板体であっ
て、床パネルの表面板間に取付けられたことを特徴とす
るものである。
According to the vibration isolating floor structure of the first aspect, since the cushioning plate is erected between the floor panels provided at a fixed interval, there is no step between the floor panels, and the floor panel is mounted on the entire floor panel. Cracks and cracks do not occur in the laid floor finishing material. In addition, both side edges of the buffer board are panel frames of both floor panels
Easy mounting work of the buffer plate because it can be placed and fixed on
It is. According to a second aspect of the present invention, in the first aspect, the cushioning plate is a plate having substantially the same thickness as the surface panel of the floor panel, and is attached between the surface panels of the floor panel. Is what you do.

【0008】請求項2記載の防振床構造によると、請求
項1の作用に加え、緩衝板が床パネルの表面板と略同厚
の板体で形成されており、床パネルの接続部分の納まり
が良好で、施工性にも優れる。
According to the vibration isolating floor structure of the second aspect, in addition to the function of the first aspect, the buffer plate is formed of a plate having substantially the same thickness as the surface plate of the floor panel, and the connection portion of the floor panel is formed. fit is good, Ru excellent in workability.

【0009】[0009]

【0010】[0010]

【発明の実施の形態】この発明の一実施の形態を図1な
いし図4に基づいて説明する。図1は一定間隔を隔てて
隣接する床パネル10,11の支持構造を示す断面図、
図2は図1のII−II断面図、図3は図1のIII −III 断
面図であり、12はI形鋼の床梁(建築物躯体)、13
はI形鋼の床梁継ぎ材(建築物躯体)、14,15は床
梁継ぎ材13の両側に取付けた床受金物、18は床梁1
2の側面に取付けた床受金物である。床受金物14,1
5,18はいずれも同形状に形成されており、それぞれ
縦片14a,15a,18aと横片14b,15b,1
8bからなるL形鋼の両側に補強片14c,15c,1
8cを溶接してなり、縦片14a,15a,18aには
上下一対のボルト挿通孔(図示せず)、横片14b,1
5b,18bには略中央にボルト挿通孔(図示せず)が
形成してある。床受金物14,15は、床梁継ぎ材13
の両側面に対峙して縦片14a,15aを配置し、ボル
ト・ナット16にて同時に床梁継ぎ材13に固定してあ
る。また、床受金物18は、床梁12の側面に縦片18
aを配置し、ボルト・ナット19にて床梁12に固定し
てある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a cross-sectional view showing a supporting structure of floor panels 10 and 11 adjacent to each other at a certain interval.
2 is a sectional view taken along the line II-II in FIG. 1, FIG. 3 is a sectional view taken along the line III-III in FIG. 1, 12 is an I-shaped steel floor beam (building body), 13
Is the I-shaped steel floor beam joint (building body), 14 and 15 are floor supports attached to both sides of the floor beam joint 13, and 18 is the floor beam 1
It is a floor fitting attached to the side of No. 2. Floor support 14,1
5, 18 are formed in the same shape, and the vertical pieces 14a, 15a, 18a and the horizontal pieces 14b, 15b, 1 respectively.
8c, reinforcing pieces 14c, 15c, 1
8c is welded, and a pair of upper and lower bolt insertion holes (not shown) and horizontal pieces 14b, 1 are formed in the vertical pieces 14a, 15a, 18a.
Bolt insertion holes (not shown) are formed substantially at the centers of 5b and 18b. The floor fittings 14 and 15 are the floor beam joint members 13.
The vertical pieces 14a and 15a are arranged so as to face both side surfaces of the floor member, and are simultaneously fixed to the floor beam joint member 13 with bolts and nuts 16. In addition, the floor support 18 is provided with a vertical piece 18 on the side of the floor beam 12.
a is fixed to the floor beam 12 with bolts and nuts 19.

【0011】また、床受金物14,15,18の横片1
4b,15b,18bにはそれぞれ同一構成の液封ダン
パー17を載置する。液封ダンパー17は、図4に示す
ように、ゴムマウント30内に空洞を設けた主流体室3
1と、ダイヤフラム32が張られた副流体室33と、両
室31,33を結ぶオリフィス34からなり、両室3
1,33には粘性流体が封入されている。また、上下端
にはボルト35,36が突設されている。液封ダンパー
17は、下端のボルト36を床受金物14,15,18
の横片14b,15b,18bに挿通してナット37に
て固定し、上端のボルト35は床パネル10,11のパ
ネル枠10a,11aに挿通してナットにて固定してあ
る。
Further, the horizontal pieces 1 of the floor fittings 14, 15, 18
A liquid ring damper 17 having the same configuration is placed on each of 4b, 15b and 18b. As shown in FIG. 4, the liquid ring damper 17 includes a main fluid chamber 3 having a cavity in a rubber mount 30.
1, an auxiliary fluid chamber 33 in which a diaphragm 32 is stretched, and an orifice 34 connecting the two chambers 31, 33.
A viscous fluid is sealed in 1 and 33. Bolts 35 and 36 project from the upper and lower ends. The liquid ring damper 17 connects the bolt 36 at the lower end with the floor fittings 14, 15, 18.
Of the floor panels 10, 11a of the floor panels 10, 11 are fixed by nuts.

【0012】さらに、図1において、隣接する床パネル
10,11間の目地で、パネル枠10a,11aに貼着
した双方の床パネル10,11の表面板10b,11b
に緩衝板20を架設する。緩衝板20は目地に沿って
伸びる長尺の板体で、しかも床パネル10,11の表面
板10b,11bと略同厚に形成されている。そして、
緩衝板20の両側縁を双方の床パネル10,11の表面
板10b,11bから張り出したパネル枠10a,11
aに載置し、ビス等の固着具21にてパネル枠10a,
11aに固定する。なお、両床パネル10,11ならび
に緩衝板20全体の上には仕上げ材(図示せず)が敷設
される。
Further, in FIG. 1, at the joint between adjacent floor panels 10 and 11, it is attached to panel frames 10a and 11a.
Surface plates 10b and 11b of both floor panels 10 and 11
A buffer plate 20 is installed between them. The buffer plate 20 is a long plate extending along the joint, and is formed to have substantially the same thickness as the surface plates 10b and 11b of the floor panels 10 and 11. And
Panel frames 10a, 11 which protrude both side edges of the buffer plate 20 from the surface plates 10b, 11b of both floor panels 10, 11.
a, and the panel frame 10a,
11a. Note that a finishing material (not shown) is laid on both floor panels 10 and 11 and the entire buffer plate 20.

【0013】次に、動作について説明する。床パネル1
0,11上で子供が飛び跳ねる等して液封ダンパー17
に負荷がかかると、ゴムマウント30が上下に圧縮変形
して主流体室31に充填された液体がオリフィス34を
上下に往来し、この往来により衝撃が吸収される。ま
た、床パネル10,11が各々別個に上下運動した場
合、床パネル10,11に高低差は生じるものの、緩衝
板20が傾斜して両側縁が各床パネル10,11と滑ら
かに連続して、段差を吸収する。
Next, the operation will be described. Floor panel 1
Liquid seal damper 17 due to children jumping on 0, 11
, The rubber mount 30 is compressed and deformed up and down, and the liquid filled in the main fluid chamber 31 moves up and down the orifice 34, and the impact absorbs the shock. When the floor panels 10 and 11 move up and down independently, a height difference occurs between the floor panels 10 and 11, but the buffer plate 20 is inclined and both side edges are smoothly continuous with the floor panels 10 and 11. Absorbs steps.

【0014】このように構成された防振床構造による
と、一定間隔を隔てて設けた床パネル10,11間に緩
衝板20を架設したので、床パネル10,11間に段差
を生じることがなく、床パネル全体の上に敷設される床
仕上げ材に亀裂や割れが生じない。また、緩衝板20が
床パネル10,11の表面板10b,11bと略同厚の
板体で形成されており、床パネル10,11の接続部分
の納まりが良好で、施工性にも優れる。
According to the vibration isolating floor structure constructed as described above, since the cushioning plate 20 is provided between the floor panels 10 and 11 provided at a predetermined interval, a step may be generated between the floor panels 10 and 11. Also, no cracks or cracks occur in the floor finishing material laid on the entire floor panel. Further, the buffer plate 20 is formed of a plate body having substantially the same thickness as the surface plates 10b and 11b of the floor panels 10 and 11, so that the connection portion of the floor panels 10 and 11 is well fitted and the workability is excellent.

【0015】また、緩衝板20の両側縁は双方の床パネ
ル10,11のパネル枠10a,11aに各々支持され
ており、しかも緩衝板20が床パネル10,11の表面
板10b,11bと略同厚の板体であるため、床パネル
10,11の表面板10b,11bと緩衝板20間に段
差が生じない。さらに、緩衝板20の両側縁は双方の床
パネル10,11のパネル枠10a,11aに載置して
固定できるため、緩衝板20の取付け作業が容易であ
る。
Further, both side edges of the buffer plate 20 are supported by panel frames 10a, 11a of both floor panels 10, 11, respectively, and the buffer plate 20 is substantially the same as the surface plates 10b, 11b of the floor panels 10, 11. Since the plates have the same thickness, there is no step between the surface plates 10b and 11b of the floor panels 10 and 11 and the buffer plate 20. Further, since both side edges of the buffer plate 20 can be placed and fixed on the panel frames 10a and 11a of both floor panels 10 and 11, the mounting operation of the buffer plate 20 is easy.

【0016】[0016]

【発明の効果】請求項1記載の防振床構造によると、一
定間隔を隔てて設けた床パネル間に緩衝板を架設したの
で、床パネル間に段差を生じることがなく、床パネル全
体の上に敷設される床仕上げ材に亀裂や割れが生じな
い。また、緩衝板の両側縁は双方の床パネルのパネル枠
に載置して固定できるため、緩衝板の取付け作業が容易
である。請求項2記載の防振床構造は、請求項1におい
て、緩衝板が、床パネルの表面板と略同厚の板体であっ
て、床パネルの表面板間に取付けられたことを特徴とす
るものである。
According to the vibration isolating floor structure of the first aspect, the cushioning plates are erected between the floor panels provided at regular intervals, so that there is no step between the floor panels, so that the entire floor panel can be formed. Cracks and cracks do not occur in the floor finishing material laid on top. In addition, both side edges of the buffer board are panel frames of both floor panels
Easy mounting work of the buffer plate because it can be placed and fixed on
It is. According to a second aspect of the present invention, in the first aspect, the cushioning plate is a plate having substantially the same thickness as the surface panel of the floor panel, and is attached between the surface panels of the floor panel. Is what you do.

【0017】[0017]

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

【図1】この発明の一実施の形態における防振床構造の
断面図である。
FIG. 1 is a sectional view of an anti-vibration floor structure according to an embodiment of the present invention.

【図2】図1のII−II断面図である。FIG. 2 is a sectional view taken along line II-II of FIG.

【図3】図1のIII −III 断面図である。FIG. 3 is a sectional view taken along the line III-III of FIG. 1;

【図4】この発明の一実施の形態における液封ダンパー
の断面図である。
FIG. 4 is a cross-sectional view of the liquid ring damper according to the embodiment of the present invention.

【図5】従来例の床構造の断面図である。FIG. 5 is a cross-sectional view of a conventional floor structure.

【図6】図5のVI−VI断面図である。FIG. 6 is a sectional view taken along line VI-VI of FIG.

【図7】従来例の防振床構造の断面図である。FIG. 7 is a cross-sectional view of a conventional vibration isolating floor structure.

【図8】図7のVIII−VIII断面図である。FIG. 8 is a sectional view taken along line VIII-VIII of FIG. 7;

【符号の説明】[Explanation of symbols]

10,11 床パネル 10a,11a パネル枠 10b,11b 表面板 12 床梁(建築物躯体) 13 床梁継ぎ材(建築物躯体) 17 液封ダンパー 20 緩衝板 10, 11 Floor panel 10a, 11a Panel frame 10b, 11b Surface plate 12 Floor beam (building frame) 13 Floor beam joint material (building frame) 17 Liquid seal damper 20 Buffer plate

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平9−72035(JP,A) 特開 平2−261937(JP,A) 特開 平6−288070(JP,A) 特開 平8−144415(JP,A) 特開 昭56−25537(JP,A) 実開 昭55−154234(JP,U) (58)調査した分野(Int.Cl.7,DB名) E04B 5/43 E04B 1/98 E04B 5/02 ────────────────────────────────────────────────── ─── Continuation of front page (56) References JP-A-9-72035 (JP, A) JP-A-2-261937 (JP, A) JP-A-6-288070 (JP, A) JP-A 8- 144415 (JP, A) JP-A-56-25537 (JP, A) JP-A-55-154234 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E04B 5/43 E04B 1 / 98 E04B 5/02

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 隣接する床パネルのパネル枠を、各々別
個に液封ダンパーを介して一定間隔を隔てて建築物躯体
に取付け、前記パネル枠に貼着した双方の床パネルの表
面板間に各床パネルの上下運動による段差を吸収するた
めの緩衝板を配置するとともに、この緩衝板の両側縁
は、双方の床パネルのパネル枠に各々支持されている
とを特徴とする防振床構造。
1. The panel frames of adjacent floor panels are separately attached to a building frame at predetermined intervals via a liquid ring damper, and the front panels of both floor panels attached to the panel frames are attached.
With placing a buffer plate for absorbing a level difference caused by vertical movement of the floor panels in between face plate, both side edges of the buffer plate
Are supported by panel frames of both floor panels, respectively .
【請求項2】 緩衝板が、床パネルの表面板と略同厚の
板体であって、前記床パネルの表面板間に取付けられた
ことを特徴とする請求項1記載の防振床構造。
2. The vibration isolating floor structure according to claim 1, wherein the buffer plate is a plate body having substantially the same thickness as the surface plate of the floor panel, and is attached between the surface plates of the floor panel. .
JP16856497A 1997-06-25 1997-06-25 Anti-vibration floor structure Expired - Fee Related JP3184482B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16856497A JP3184482B2 (en) 1997-06-25 1997-06-25 Anti-vibration floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16856497A JP3184482B2 (en) 1997-06-25 1997-06-25 Anti-vibration floor structure

Publications (2)

Publication Number Publication Date
JPH1113192A JPH1113192A (en) 1999-01-19
JP3184482B2 true JP3184482B2 (en) 2001-07-09

Family

ID=15870382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16856497A Expired - Fee Related JP3184482B2 (en) 1997-06-25 1997-06-25 Anti-vibration floor structure

Country Status (1)

Country Link
JP (1) JP3184482B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037399A (en) * 2004-07-23 2006-02-09 Tokai Rubber Ind Ltd Floor structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4879857B2 (en) * 2007-09-28 2012-02-22 ミサワホーム株式会社 Floor structure and floor construction method

Cited By (1)

* Cited by examiner, † Cited by third party
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JP2006037399A (en) * 2004-07-23 2006-02-09 Tokai Rubber Ind Ltd Floor structure

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