JPH0443538Y2 - - Google Patents
Info
- Publication number
- JPH0443538Y2 JPH0443538Y2 JP9857386U JP9857386U JPH0443538Y2 JP H0443538 Y2 JPH0443538 Y2 JP H0443538Y2 JP 9857386 U JP9857386 U JP 9857386U JP 9857386 U JP9857386 U JP 9857386U JP H0443538 Y2 JPH0443538 Y2 JP H0443538Y2
- Authority
- JP
- Japan
- Prior art keywords
- joist
- floor
- wooden
- shaped steel
- bundle
- 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
- 239000000463 material Substances 0.000 description 6
- 239000011295 pitch Substances 0.000 description 4
- 238000013016 damping Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000009408 flooring Methods 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Floor Finish (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
床で受けていた衝激をその場その場で受け止
め、他範囲に伝ぱんしにくく、且つ床の振動減衰
時間の短縮を必要とするような構築物に使用でき
るようにした床構造に関する考案である。[Detailed explanation of the invention] [Industrial field of application] It is designed to absorb the impact received on the floor on the spot, prevent it from spreading to other areas, and shorten the vibration damping time of the floor. This is an idea for a floor structure that can be used in various structures.
体育館の床下地材(緩衝材)は昭和60年JISの
制定にこぎつけられ、かなりのレベルまでその性
能が高められ、一般化が成されているが、柔道場
の床については、床そのものに求められる機能が
体育館のものとかなり違うにもかかわらず、現在
の各メーカーのもつ床下地材は考え方の基本は体
育館のものと全く変わらないものである。
The flooring material (buffering material) for gymnasiums was finally established in JIS in 1985, and its performance has been improved to a considerable level and it has become commonplace. Despite the fact that the functions provided are quite different from those for gymnasiums, the basic concept behind the flooring materials manufactured by current manufacturers is exactly the same as that for gymnasiums.
投げによる大きな衝撃を受け止め、更にその衝
激の伝ぱんする範囲を最小限にくい止めなければ
ならないと言う問題点を解決しようとする考案で
ある。
This design attempts to solve the problem of having to absorb the large impact of a throw and also minimize the range in which that impact spreads.
根太、大引を各スパンごとに切り離し、ピン構
造とし、大引のピン構造部の下部に緩衝材を設
け、その場その場で衝撃を受け止め、緩衝材の効
果をより大きく引き出し、床の振動減衰時間を短
縮し、振動音を小さくするようにして問題点を解
決した考案である。
Separate the joists and large pulls for each span to create a pin structure, and install a cushioning material at the bottom of the pin structure of the large pull to absorb the impact on the spot, bring out the effect of the cushioning material to a greater extent, and reduce floor vibration. This idea solves the problem by shortening the decay time and reducing vibration noise.
構築物の床上に内部にゴム或はスプリングを内
挿したシリンダー状の束(ツカ)を所定数所定箇
所に配置固定し、束の上部に断面角U字形(
形)の型鋼を載置固定し、該型鋼内に二本の大引
の端部を少し隔離しほゞ中央まで挿入して型鋼に
ピンで枢着し、大引上に根太を大引に対し直角で
且つ大引のピツチで切り離して釘で止め、根太上
に捨板を載置し、更に捨板上に畳みを敷つめ、従
来ジヨイント部分をがつしりと、補強して接続し
ていた根太、大引を各スパンごとに切り離し、一
体としての床で受けていた衝激をその場その場で
受け止めることができ、更に衝激が他範囲に伝ぱ
んするのを極力くい止めることができ、床の振動
減衰時間の短縮を図ると共に振動音を小さくする
ことができるものである。
A predetermined number of cylindrical bundles (tsuka) with rubber or springs inserted inside them are arranged and fixed at predetermined locations on the floor of the building, and a square U-shaped cross section (
Place and fix the shaped steel of the shape), insert the ends of the two large tensioners into the shaped steel slightly apart, and insert them almost to the center, pivot them to the shaped steel with pins, and place the joists on the large tensioning against the large tension. Conventionally, the joints were separated by cutting them at right angles and large pitches and securing them with nails, placing waste boards on top of the joists, and then laying folds on top of the wood joists, reinforcing the joints firmly and connecting them. By separating the floor joists and large pulls into each span, it is possible to absorb the impact that would have been received by the floor as a whole, and furthermore, it is possible to prevent the impact from spreading to other areas as much as possible. It is possible to shorten the vibration damping time of the floor and to reduce vibration noise.
構築物1の床2上に内部にゴム或はスプリング
等を内挿したシリンダー状の束(ツカ)3を畳上
での人数や運動量及び大引、根太、捨板、畳等の
重量に十分耐えるように数量及び設置位置を設定
し配置固定する。縦方向及び横方向ともほゞ900
mm間隔で配置する。
A cylindrical bundle (tsuka) 3 with rubber or springs inserted inside is placed on the floor 2 of the structure 1 to sufficiently withstand the number of people and the amount of exercise on the tatami floor, as well as the weight of the tatami, joists, scrap boards, tatami mats, etc. Set the quantity and installation position and fix the arrangement. Approximately 900 in both vertical and horizontal directions
Arrange at mm intervals.
束3の上部に断面角U字形(形)の型鋼4を
載置固定する。型鋼4には左右のほゞ中央にボル
ト挿通孔5を穿つておくものである。 A shaped steel 4 having a U-shaped cross section is placed and fixed on top of the bundle 3. A bolt insertion hole 5 is bored in the shaped steel 4 approximately at the center of the left and right sides.
更に各束3のピツチPよりわずかに短い大引6
を必要量用意し、大引6の両端部近くには型鋼4
のほゞ中央に近くまで挿入した時孔5と合致する
位置に孔7を穿つておくものである。 Furthermore, Ohiki 6 is slightly shorter than the pitch P of each bundle 3.
Prepare the necessary amount of
A hole 7 is drilled at a position that coincides with the hole 5 when inserted close to the center of the hole.
このように準備した大引6を縦方向或は横方向
に一列に配列している束3の型鋼4のほゞ中央ま
で挿入しボルト8を孔5,7に挿入し、ボルト8
の端部よりナツト9で締付け固定する。従つて大
引6は束3のピツチPよりやや短いので型鋼4内
に二本の大引6の端部を挿入すると両大引6の端
部間に一定の間隔が設けられ、従つて、大引6は
型鋼4に対しピン継手とされているものである。 Insert the Ohiki 6 prepared in this way to approximately the center of the shaped steel 4 of the bundle 3 arranged in a line in the vertical or horizontal direction, insert the bolt 8 into the holes 5 and 7, and then tighten the bolt 8.
Tighten and secure with nut 9 from the end. Therefore, since the lengths 6 are slightly shorter than the pitch P of the bundle 3, when the ends of the two lengths 6 are inserted into the steel mold 4, a certain distance is provided between the ends of the lengths 6, and therefore, The large pull 6 is a pin joint for the shaped steel 4.
その後大引6上に根太10を大引6に対し直角
で且つ大引6のピツチPで切り離し11て釘12
で止め、根太10上に捨板13を載置し、更に捨
板13上に畳14を敷つめて成るものである。 After that, cut out the joist 10 on the large pull 6 at right angles to the large pull 6 and at the pitch P of the large pull 6, and then cut the joists 11 and nails 12.
A waste board 13 is placed on the joist 10, and a tatami mat 14 is further spread on the waste board 13.
根太、大引を各スパンごとに切り離し、ピン構
造とすることで、一体としての床で受けていた衝
激をその場その場で受け止めることができるので
緩衝材の効果をより大きく引き出すことができ
る。また衝激が他範囲に伝ぱんしにくい為に、床
の振動減衰時間を短縮でき、床の振動音を小さく
することができる。
By separating the joists and main pullers into each span and creating a pin structure, the impact that would have been received by the floor as a whole can be absorbed on the spot, making it possible to bring out the effectiveness of the cushioning material even more. . In addition, since the impact is difficult to propagate to other areas, the vibration damping time of the floor can be shortened, and the vibration noise of the floor can be reduced.
第1図は構築物の平面図、第2図は同要部の平
面図、第3図は一部の断面図、第4図は要部の斜
視図を示すものである。
FIG. 1 is a plan view of the structure, FIG. 2 is a plan view of the main parts, FIG. 3 is a partial sectional view, and FIG. 4 is a perspective view of the main parts.
Claims (1)
内挿したシリンダー状の束を所定数所定箇所に配
置固定し、束の上部に断面角U字形の型鋼を載置
固定し、該型鋼内に大引の端部を少し隔離しかつ
ほぼ中央まで挿入して型鋼にピンで枢着し、大引
上に根太を大引に対し直角で、且つ大引のピツチ
で切り離して固定し、根太上に捨板を載置し、更
に捨板上に畳みを敷きつめて成る柔道場の床構
造。 A predetermined number of cylindrical bundles with rubber or springs inserted inside them are placed and fixed at predetermined locations on the floor of the building, a shaped steel with a U-shaped cross section is placed and fixed on top of the bundle, and a large Separate the end of the joist slightly and insert it almost to the center, pivot it to the shape steel with a pin, fix the joist on the joist at right angles to the joist, cut it off at the pitch of the joist, and place it on the joist. The floor structure of a judo hall is made up of a pile of wooden boards placed on top of the wooden table, and then tatami mats laid on top of the wooden pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9857386U JPH0443538Y2 (en) | 1986-06-27 | 1986-06-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9857386U JPH0443538Y2 (en) | 1986-06-27 | 1986-06-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS635142U JPS635142U (en) | 1988-01-13 |
| JPH0443538Y2 true JPH0443538Y2 (en) | 1992-10-14 |
Family
ID=30966633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9857386U Expired JPH0443538Y2 (en) | 1986-06-27 | 1986-06-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0443538Y2 (en) |
-
1986
- 1986-06-27 JP JP9857386U patent/JPH0443538Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS635142U (en) | 1988-01-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7874113B2 (en) | Expansion-compensating deck fastener | |
| US3899857A (en) | Framing element and its supporting device for laying interior boarding on foundation structure | |
| CN101370984A (en) | Templet crosspiece | |
| JPH0443538Y2 (en) | ||
| US20080022618A1 (en) | Concrete form system with skin panel | |
| JP7288787B2 (en) | wooden building floor panel | |
| JP3341110B2 (en) | Storage floor | |
| JP4083913B2 (en) | Seismic reinforcement structure of building | |
| JPH09287219A (en) | Adhesively fixing method and adhesively fixing structure for member | |
| JP2021161802A (en) | Synthetic floor | |
| KR200235131Y1 (en) | Formwork fasteners for construction | |
| JPS6322268Y2 (en) | ||
| JP3734079B2 (en) | Log house | |
| KR100405333B1 (en) | Structure of water stop of jion an old/new concrete and it's operation system | |
| JPH0781353B2 (en) | ALC floor board assembly structure | |
| JPH0643719B2 (en) | Floor panel | |
| JP3940916B2 (en) | Frame structure of wooden structure | |
| JP3025728U (en) | Base plate for construction | |
| JPH11107495A (en) | Insulated double-floor unit support leg, insulated double-floor unit, and method of constructing insulated double-floor unit using them | |
| JP2003003648A (en) | Floor substrate and its execution method | |
| JP2861539B2 (en) | Dry floor structure | |
| KR20140141953A (en) | Functional deck plate | |
| JP2574462Y2 (en) | Floor support | |
| JPH07305442A (en) | Floor construction of house wherein unit support leg is used | |
| KR200268302Y1 (en) | Structure of water stop of jion an old/new concrete and it's operation system |