JPS6229575B2 - - Google Patents
Info
- Publication number
- JPS6229575B2 JPS6229575B2 JP180486A JP180486A JPS6229575B2 JP S6229575 B2 JPS6229575 B2 JP S6229575B2 JP 180486 A JP180486 A JP 180486A JP 180486 A JP180486 A JP 180486A JP S6229575 B2 JPS6229575 B2 JP S6229575B2
- Authority
- JP
- Japan
- Prior art keywords
- floor
- beams
- floor beam
- steel
- connecting member
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000013016 damping Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は床振動を減少しうる連結材をもつた
床構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a floor structure having a connecting member capable of reducing floor vibration.
従来の鉄骨造建築物においてスパンが比較的大
きくなると床振動が生じやすく、しかもその床振
動の減衰が遅い場合がある。特に学校建築の場合
生徒が床上で走つたり、跳ねたりするため以上の
床振動の影響が著しい。
In conventional steel-framed buildings, when the span is relatively large, floor vibrations are likely to occur, and the damping of the floor vibrations may be slow. Particularly in the case of school buildings, the effects of floor vibrations are significant because students run and jump on the floors.
この発明は前記従来の問題点を解消すべく開発
したもので、床の剛性を増すとともに振動周期を
短く、かつ振動の減衰を早くすることを目的とし
たものである。 This invention was developed to solve the above-mentioned conventional problems, and aims to increase the rigidity of the floor, shorten the vibration period, and speed up the damping of vibrations.
H形鋼からなる鉄骨柱1間を桁行方向大梁2と
梁間方向床梁3とで連結してある。
Steel columns 1 made of H-shaped steel are connected by girder direction girders 2 and inter-beam direction floor beams 3.
大梁2、床梁3はH形鋼または上下弦材にT形
鋼を使用した組立梁とすることができる。 The girder 2 and the floor beam 3 can be made of H-beams or assembled beams using T-beams for the upper and lower chord members.
床梁3に直角をなす方向すなわち桁行方向には
所要間隔をもつて梁成の小さい床小梁4を床梁3
と床小梁4の上面が同一または略同一高さになる
ように配置してある。この床小梁4は溝形鋼によ
つて構成してある。 In the direction perpendicular to the floor beam 3, that is, in the girder direction, the floor beams 4 with small beams are connected to the floor beams 3 at the required intervals.
and the upper surfaces of the floor beams 4 are arranged so that they are at the same or approximately the same height. This floor beam 4 is made of channel steel.
以上の大梁2、床梁3および床小梁4上にはデ
ツキプレート5を配し、そのデツキプレート5上
にはコンクリート6を打設してある。 A deck plate 5 is arranged on the above-mentioned girder 2, floor beam 3, and floor beam 4, and concrete 6 is placed on the deck plate 5.
さらに床小梁4と平行して丸鋼または鋼索より
なる連結材7を斜めに床梁3,3間に設けてあ
る。 Furthermore, in parallel with the floor beam 4, a connecting member 7 made of round steel or steel cable is provided diagonally between the floor beams 3, 3.
そして第2図、第3図はこの発明の基本形を示
したものでこの連結材7は通常X状をなして配さ
れ、かつこの連結材7は相隣る床梁3間に跨つて
配され、一つのターンバツクル8によつて緊張さ
れる。そして床梁3に捩れを生ぜしめないため、
第4図乃至第6図に示すように床梁3の下弦材の
下面に滑面をなす受片9を突設する。そして符号
10は受片9の両側に設けたストツパーを示して
いる。 FIGS. 2 and 3 show the basic form of this invention, in which the connecting members 7 are usually arranged in an X shape, and the connecting members 7 are arranged astride between the adjacent floor beams 3. , tensioned by one turnbuckle 8. And in order to prevent twisting in the floor beam 3,
As shown in FIGS. 4 to 6, a receiving piece 9 having a smooth surface is provided projecting from the lower surface of the lower chord member of the floor beam 3. Reference numeral 10 indicates stoppers provided on both sides of the receiving piece 9.
さらにこの連結材7は床梁3の中央間に1ケ所
でもよく、一般に梁間方向の中央部付近に複数設
けられる。 Further, the connecting member 7 may be provided at one location between the centers of the floor beams 3, or generally, a plurality of connecting members 7 may be provided near the center in the direction between the beams.
なお連結材7は第7図、第8図に示すように隣
接する床梁3の下弦部間に跨つて配置されるもの
が付加される場合がある。そしてこの連結材7は
第9図のようにジグザグ状に配してもよく、また
第10図のようにX状配置を床梁3間において一
つ置きに配してもよい。 As shown in FIGS. 7 and 8, the connecting member 7 may be added to extend between the bottom chords of adjacent floor beams 3. The connecting members 7 may be arranged in a zigzag pattern as shown in FIG. 9, or may be arranged in an X-shape every other space between the floor beams 3 as shown in FIG. 10.
なお連結材7の両端は第1図、第9図、第10
図に示すように床梁3の上弦部に取付けるが、第
2図、第7図に示すように床梁3に床小梁4を取
付ける場合の取付ボルトを利用して取付けること
ができ、何れにしても床梁3の上弦部近傍であれ
ばよい。 Note that both ends of the connecting member 7 are shown in FIGS. 1, 9, and 10.
It is attached to the upper chord of the floor beam 3 as shown in the figure, but it can be attached using the mounting bolts used when attaching the floor beam 4 to the floor beam 3 as shown in Figures 2 and 7. However, it suffices as long as it is near the upper chord part of the floor beam 3.
この発明は以上の構成からなり、床梁、床小梁
に加えて連結材が加えられることによつて床梁そ
のものの剛性が高くなり、特に床梁同志が互いに
干渉し合うので振動の減衰が著しく、かつ振動周
期が短く、振動性状が向上する。
This invention has the above-mentioned configuration, and by adding a connecting member in addition to the floor beams and floor sub-beams, the rigidity of the floor beams themselves is increased, and in particular, since the floor beams interfere with each other, vibration damping is reduced. The vibration period is significantly shortened and the vibration properties are improved.
さらに連結材は丸鋼または鋼索であるので取付
けおよびその緊張の調整が容易であり、しかも床
梁の下弦材の下面は滑面をなしているので連結材
を緊張しても床梁に捩れを生じない。 Furthermore, since the connecting members are round steel or steel cables, it is easy to install and adjust the tension.Furthermore, the lower surface of the lower chord of the floor joist has a smooth surface, so even if the connecting members are tensioned, the floor joist will not twist. Does not occur.
第1図はこの発明の概要を示した斜視図、第2
図および第3図は縦断面図、第4図A,B、第5
図および第6図A,Bは連結材の受片の詳細図、
第7図、第8図は他の実施例の縦断面図、第9
図、第10図は連結材の配置状態を示す斜視図で
ある。
1……鉄骨柱、2……大梁、3……床梁、4…
…床小梁、5……デツキプレート、6……コンク
リート、7……連結材、8……ターンバツクル、
9……受片、10……ストツパー。
Figure 1 is a perspective view showing an overview of the invention, Figure 2 is a perspective view showing an overview of the invention;
Figures 4 and 3 are longitudinal sectional views, Figure 4 A, B, and 5.
Figures 6A and 6B are detailed views of the connecting piece,
FIGS. 7 and 8 are longitudinal sectional views of other embodiments, and FIG.
10 are perspective views showing the arrangement of the connecting members. 1...Steel column, 2...Girder, 3...Floor beam, 4...
...Floor beam, 5...Deck plate, 6...Concrete, 7...Connecting material, 8...Turnbuckle,
9... Ukegata, 10... Stopper.
Claims (1)
梁成の小さい床小梁4を床梁3と床小梁4の上面
が同一または略同一高さになるように配し、かつ
床小梁4と平行し、床梁3の下弦部下面で滑動し
うるようにした丸鋼または鋼索よりなる連結材を
床梁3間にX状をなして設けてあることを特徴と
する振動を減少しうる床構造。1 Between the floor beams 3 in the beam-to-beam direction, a floor beam 4 with a small beam size perpendicular to the floor beam 3 is arranged so that the upper surfaces of the floor beam 3 and the floor beam 4 are at the same or approximately the same height, and To reduce vibrations, a connecting member made of round steel or steel cable is provided parallel to the beams 4 and slidable on the bottom surface of the lower chord of the floor beams 3 in an X-shape between the floor beams 3. Flexible floor structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP180486A JPS61165445A (en) | 1986-01-08 | 1986-01-08 | Floor structure capable of reducing vibration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP180486A JPS61165445A (en) | 1986-01-08 | 1986-01-08 | Floor structure capable of reducing vibration |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61165445A JPS61165445A (en) | 1986-07-26 |
| JPS6229575B2 true JPS6229575B2 (en) | 1987-06-26 |
Family
ID=11511759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP180486A Granted JPS61165445A (en) | 1986-01-08 | 1986-01-08 | Floor structure capable of reducing vibration |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61165445A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11046706B2 (en) | 2009-12-17 | 2021-06-29 | Centrexion Therapeutics Corporation | CCR2 receptor antagonists and uses thereof |
| US11147814B2 (en) | 2015-07-02 | 2021-10-19 | Centrexion Therapeutics Corporation | (4-((3R,4R)-3-methoxytetrahydro-pyran-4-ylamino)piperidin-1-yl)(5-methyl-6-(((2R,6S)-6-(p- tolyl)tetrahydro-2H-pyran-2-yl)methylamino)pyrimidin-4-yl)methanone citrate |
-
1986
- 1986-01-08 JP JP180486A patent/JPS61165445A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11046706B2 (en) | 2009-12-17 | 2021-06-29 | Centrexion Therapeutics Corporation | CCR2 receptor antagonists and uses thereof |
| US11147814B2 (en) | 2015-07-02 | 2021-10-19 | Centrexion Therapeutics Corporation | (4-((3R,4R)-3-methoxytetrahydro-pyran-4-ylamino)piperidin-1-yl)(5-methyl-6-(((2R,6S)-6-(p- tolyl)tetrahydro-2H-pyran-2-yl)methylamino)pyrimidin-4-yl)methanone citrate |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61165445A (en) | 1986-07-26 |
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