JP2707432B2 - Buffer support device - Google Patents
Buffer support deviceInfo
- Publication number
- JP2707432B2 JP2707432B2 JP20299295A JP20299295A JP2707432B2 JP 2707432 B2 JP2707432 B2 JP 2707432B2 JP 20299295 A JP20299295 A JP 20299295A JP 20299295 A JP20299295 A JP 20299295A JP 2707432 B2 JP2707432 B2 JP 2707432B2
- Authority
- JP
- Japan
- Prior art keywords
- elastic
- support device
- wall
- receiving portion
- bar
- 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 - Lifetime
Links
Landscapes
- Floor Finish (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、床材或いは壁材等
を支持する緩衝支持装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cushioning support device for supporting a floor material or a wall material.
【0002】[0002]
【従来の技術】従来、例えば床材を支持する緩衝支持装
置の多くは、図5に示す構造を有している。この緩衝支
持装置は、床スラブに立設される支持ボルト43の上部
に側板及び底板からなる断面U字状の受け具41が取り
付けられ、この受け具41の内壁には大引鋼46を支持
する断面U字形の弾性部42が設けられ、この弾性部4
2を介して大引鋼46が支持され、大引鋼46を介して
加わる衝撃を吸収している。さらに、受け具41左右の
側板41a,41b間の上部には締めつけのためのロッ
クボルト44が架け渡されている。2. Description of the Related Art Conventionally, for example, most of buffer supporting devices for supporting a floor material have a structure shown in FIG. In this shock-absorbing support device, a U-shaped receiving member 41 composed of a side plate and a bottom plate is attached to an upper part of a supporting bolt 43 erected on a floor slab, and an inner wall of the receiving member 41 supports a heavy steel 46. The elastic portion 42 having a U-shaped cross section is provided.
The large pulling steel 46 is supported through the second pulley 2, and absorbs the impact applied through the heavy pulling steel 46. Further, a lock bolt 44 for fastening is bridged between the left and right side plates 41a, 41b of the receiving member 41.
【0003】また、上記大引鋼46の上面にはこれと交
差する方向に根太鋼48が載置されビス47により大引
鋼46に固定されている。この根太鋼48には下貼50
が載置され、ビス53を用いてこの下貼50が根太鋼4
8に固定されている。さらに下貼50の上にフローリン
グ材49が敷かれ、このフローリング材49はビス52
を用いて根太鋼48に固定されるとともに、フロア釘5
1を用いてフローリング材49は下貼50に固定されて
いる。また、ビス52の上部には表面仕上げのための木
栓54が用いられている。Further, a joist steel 48 is mounted on the upper surface of the above-mentioned heavy steel 46 in a direction crossing the steel and fixed to the heavy steel 46 by screws 47. This joist steel 48 has an underlay 50
Is mounted, and this underlay 50 is mounted on the joist steel 4 using a screw 53.
8 is fixed. Further, a flooring material 49 is laid on the lower paste 50, and the flooring material 49 is
And the floor nail 5
1, the flooring material 49 is fixed to the lower paste 50. A wooden plug 54 for surface finishing is used on the upper part of the screw 52.
【0004】[0004]
【発明が解決しようとする課題】さて上記緩衝支持装置
では、受け具41上部のロックボルト44をナット45
にて締めつけて大引鋼46を受け具41に固定してい
る。この場合大引鋼46を保持している弾性部42は、
強く締めつけ過ぎると、本来の弾性機能が損なわれてし
まうことになり、またこの締めつけが弱いと大引鋼46
がガタつき易くなるという問題がある。In the cushioning support device, the lock bolt 44 above the receiving member 41 is connected to the nut 45.
The heavy steel 46 is fixed to the receiving tool 41 by tightening. In this case, the elastic part 42 holding the heavy steel 46 is
If the tightening is too strong, the original elasticity function will be impaired.
However, there is a problem that it becomes easy to play.
【0005】また上記ロックボルト44は大引鋼46の
上方で用いる構造上、この大引鋼46の上面に直接床材
を敷設することはできず、このため間に根太鋼48を敷
設し、この根太鋼48の上に床材を敷設しなければなら
ないという制約がある。この根太鋼48を介在させてい
るため、床の低い床構造において上記緩衝支持装置を使
用するのは困難がともない、また、フローリング材49
を止めるフロア釘51の釘着の際、釘の角度によっては
釘の先端部がロックボルト44の当たって釘が打ちづら
いという問題があった。Further, since the lock bolt 44 is used above the heavy steel 46, a floor material cannot be laid directly on the upper surface of the heavy steel 46. Therefore, a joist steel 48 is laid between them. There is a restriction that a floor material must be laid on the joist steel 48. Since the joist steel 48 is interposed, it is not difficult to use the cushioning support device in a floor structure having a low floor.
When the floor nails 51 are stopped, there is a problem that, depending on the angle of the nails, the tips of the nails hit the lock bolts 44 and the nails are hard to hit.
【0006】本発明は上記問題点に鑑みてなされたもの
であり、受け具に弾性機能を有する緩衝支持装置におい
て、その弾性機能が十分発揮される緩衝支持装置を提供
することを目的とする。The present invention has been made in view of the above problems, and an object of the present invention is to provide a cushioning support device having a resilient function in a receiving device, in which the resilient function is sufficiently exhibited.
【0007】[0007]
【課題を解決するための手段】以上の技術的課題を解決
するため、本発明に係る緩衝支持装置の第一の手段は、
図1に示すように、所定の高さを有する支持部材5と、
この支持部材5の先部に設けられる断面U字状の受け部
1と、この受け部1の底面に設けられる弾性部12とか
らなり、床材もしくは壁材を支持するバー材11をこの
弾性部に載置して弾性作用を得る緩衝支持装置であっ
て、上記受け部1の両側板部には支持部材5の高さ方向
に長い長孔4a,4bが設けられ、この長孔4a,4b
を通過しない大きさの頭部及び上記受け部の側板部の外
壁から上記バー材11の側壁までの間隔と略同等の長さ
の軸部を有する間隔保持材9を用い、この間隔保持材9
の軸部を上記長孔4a,4bから嵌め入れて上記バー材
11の側板部に止着する構成である。Means for Solving the Problems In order to solve the above technical problems, the first means of the cushioning support device according to the present invention comprises:
As shown in FIG. 1, a support member 5 having a predetermined height,
The support member 5 includes a receiving portion 1 having a U-shaped cross section provided at a front end thereof, and an elastic portion 12 provided on a bottom surface of the receiving portion 1. This is a shock-absorbing support device which is placed on a portion to obtain an elastic action. On both side plates of the receiving portion 1, elongated holes 4a, 4b are provided in the height direction of the support member 5, and the elongated holes 4a, 4b are provided. 4b
And a gap between the outer wall of the side plate portion of the receiving portion and the side wall of the bar member 11 having a shaft portion having a length substantially equal to that of the bar member 11.
Is fitted into the long holes 4a, 4b and fastened to the side plate of the bar material 11.
【0008】上記バー材11に支持される床材として
は、床板のみの場合、或いは床板とこの床板を支持する
根太等を含んだものの場合がある。また上記壁材として
は、壁板のみの場合、或いは壁板とこの壁板を支持する
胴縁等を含んだものの場合がある。The floor material supported by the bar material 11 may be a floor plate alone, or may include a floor plate and a joist supporting the floor plate. Further, the wall material may be a wall material alone, or may include a wall material and a rim for supporting the wall material.
【0009】上記手段によれば、床に荷重が加わった場
合、バー材11は弾性部12の弾性作用により下方へ押
し沈められる。すると、このバー材11に止着された間
隔保持材9は受け部1に設けられている長孔4a,4b
に沿って下方へ移動する。このため、バー材11を止着
した状態のままで確実に弾性機能を発揮する。According to the above means, when a load is applied to the floor, the bar member 11 is pushed down by the elastic action of the elastic portion 12. Then, the spacing members 9 fixed to the bar members 11 are elongated holes 4a and 4b provided in the receiving portion 1.
Move down along. For this reason, the elastic function is reliably exhibited while the bar member 11 is fixed.
【0010】また、第二の手段は、所定の高さを有する
支持部材5と、この支持部材5の先部に設けられる断面
U字状の受け部1と、この受け部1の底面及び両内側面
に設けられる断面U字状の弾性部12とからなり、床材
もしくは壁材を支持するバー材11をこの弾性部に載置
して弾性作用を得る緩衝支持装置であって、上記受け部
1の両側板部には支持部材5の高さ方向に長い長孔4
a,4bが設けられ、この長孔4a,4bを通過しない
大きさの鍔部9a及び上記受け部の側板部の外壁から上
記バー材11の側壁までの間隔と略同等の長さの円筒状
部を有する間隔保持材9を用い、この間隔保持材9の円
筒状部9bを上記長孔4a,4bから嵌め入れ、この円
筒状部9bに止着材14を挿入してこの止着材14と供
に間隔保持材9を上記バー材11の側板部に止着する構
成である。The second means includes a supporting member 5 having a predetermined height, a receiving portion 1 provided at a front end of the supporting member 5 and having a U-shaped cross section, a bottom surface of the receiving portion 1, and both receiving portions. A cushioning support device comprising an elastic portion 12 having a U-shaped cross section provided on an inner surface thereof and having a bar material 11 for supporting a floor material or a wall material placed on the elastic portion to obtain an elastic action. Slots 4 long in the height direction of the support member 5 are provided in both side plate portions of the portion 1.
a, 4b, and a cylindrical portion having a length substantially equal to the distance from the outer wall of the side plate portion of the receiving portion to the side wall of the bar member 11 having a size not passing through the long holes 4a, 4b. A cylindrical member 9b of the spacer 9 is fitted through the slots 4a, 4b, and a fastening member 14 is inserted into the cylindrical member 9b. In addition, the spacing member 9 is fixed to the side plate of the bar member 11.
【0011】この手段によれば、間隔保持材9の円筒状
部9bに止着材14として例えばネジを挿入してネジを
バー材11の側板部に止着することで間隔保持材9が止
着される。According to this means, for example, a screw is inserted as a fastening member 14 into the cylindrical portion 9b of the spacing member 9 and the screw is fastened to the side plate portion of the bar member 11, whereby the spacing member 9 is stopped. Be worn.
【0012】[0012]
【発明の実施の形態】以下本発明に係る緩衝支持装置の
実施の形態を図面に基づいて説明する。図1は、上記緩
衝支持装置を床の支持装置として用いた場合を示したも
のである。この緩衝支持装置は、床スラブ15に埋設さ
れる支持部材5と、この支持部材5の上部に設けられる
断面U字状の受け部1と、この受け部1に内接して設け
られる弾性部12を有している。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of a buffer support device according to the present invention. FIG. 1 shows a case in which the buffer support device is used as a floor support device. The cushioning support device includes a support member 5 buried in a floor slab 15, a receiving portion 1 having a U-shaped cross section provided above the support member 5, and an elastic portion 12 provided in contact with the receiving portion 1. have.
【0013】図2に示すように、上記受け部1の両側板
部2a,2bには上下に長い長孔4a,4bが設けられ
るとともに、弾性部12にも上記長孔4a,4bとそれ
ぞれ連通する孔13a,13bが設けられている。ま
た、この受け部1の底板部3の中央部にはバーリング加
工により螺孔10が設けられ、弾性部12にもこの螺孔
10と連通する孔13cが設けられている。As shown in FIG. 2, elongated long holes 4a and 4b are provided in both side plates 2a and 2b of the receiving portion 1, and the elastic portion 12 communicates with the long holes 4a and 4b, respectively. Holes 13a and 13b are provided. A screw hole 10 is provided in the center of the bottom plate 3 of the receiving portion 1 by burring, and a hole 13 c communicating with the screw hole 10 is provided in the elastic portion 12.
【0014】また、受け部1の内壁には、ゴム等の弾性
体からなり断面U字状の弾性部12が設けられ、この弾
性部12は、受け部1の底板部3に内接し所定の厚みを
有する底弾性部12c、側板部2a,2bにそれぞれ内
接する側弾性部12a,12bが設けられている。上記
弾性部12の底弾性部12cは、これに載置される大引
鋼11から加わる衝撃を緩和する。An elastic portion 12 made of an elastic material such as rubber is provided on the inner wall of the receiving portion 1 and has a U-shaped cross section. The elastic portion 12 is inscribed in the bottom plate 3 of the receiving portion 1 and has a predetermined shape. A bottom elastic portion 12c having a thickness and side elastic portions 12a and 12b inscribed in the side plate portions 2a and 2b, respectively, are provided. The bottom elastic portion 12c of the elastic portion 12 reduces the impact applied from the heavy steel 11 placed on the bottom.
【0015】一方、上記支持部材5の上部は上記受け部
1の螺孔10と螺合し、またワッシャ7、ナット6を用
いて下方から受け部1の底板部3を締めつけて、支持部
材5に受け部1を固く固定する。この支持部材5の床ス
ラブ15と接地する位置には支承板8が取付けられてい
る。On the other hand, the upper part of the supporting member 5 is screwed into the screw hole 10 of the receiving part 1, and the bottom plate part 3 of the receiving part 1 is tightened from below using a washer 7 and a nut 6. The receiving part 1 is fixed firmly. A support plate 8 is attached to the support member 5 at a position where it comes into contact with the floor slab 15.
【0016】さて、上記緩衝支持装置を用いて床を敷設
する場合には、床スラブ15に緩衝支持装置の支持部材
5を支承板8の位置まで埋設固定する。このようにして
支持部材5を床スラブ15上に、所定の間隔をおいて複
数の列状に並べて埋設する。そして、緩衝支持装置間に
大引鋼11を架け渡して受け部1の底弾性部12cに載
置し、この状態で間隔保持材9を用いて大引鋼11を受
け部1に固定する。When the floor is laid using the buffer support device, the support member 5 of the buffer support device is buried and fixed to the floor slab 15 up to the position of the support plate 8. In this way, the support members 5 are embedded in the floor slab 15 in a plurality of rows at predetermined intervals. Then, the heavy steel 11 is bridged between the buffering support devices and placed on the bottom elastic portion 12c of the receiving portion 1. In this state, the large steel 11 is fixed to the receiving portion 1 using the spacing member 9.
【0017】図4に示すように、上記大引鋼11は断面
四角形の角鋼管からなり、その底面には長手方向に溝1
1aが設けられている。緩衝支持装置に架設された大引
鋼11の上面部は、受け部1の側板部2a,2bの上端
部より上方に位置するよう、大引鋼11の太さ或いは弾
性部12の底弾性部12cの厚さが定められる。As shown in FIG. 4, the heavy-duty steel 11 is formed of a square steel pipe having a rectangular cross section, and the bottom thereof has a groove 1 in the longitudinal direction.
1a is provided. The thickness of the large pulling steel 11 or the bottom elastic portion of the elastic portion 12 is set so that the upper surface portion of the heavy pulling steel 11 installed on the shock absorbing support device is located above the upper ends of the side plates 2a and 2b of the receiving portion 1. A thickness of 12c is determined.
【0018】上記間隔保持材9は、上記受け部1に設け
られた長孔4a,4bの短径より小さい外径を有する円
筒状の円筒部9b、及び長孔4a,4bの短径より大き
い鍔部9a、及びこの鍔部9aとの間に介在するワッシ
ャ9cからなっている。この間隔保持材9の円筒部9b
を受け部1の長孔4a,4bから嵌め込み、これと連通
する弾性部12の孔13a,13bを通過して大引鋼1
1の側壁に当接させる。この状態で、間隔保持材9の鍔
部9aは、ワッシャ9cを介して、長孔4a,4bの周
囲の側板部2a,2bに当接する。The spacing member 9 has a cylindrical portion 9b having an outer diameter smaller than the short diameter of the long holes 4a and 4b provided in the receiving portion 1, and is larger than the short diameter of the long holes 4a and 4b. It comprises a flange 9a and a washer 9c interposed between the flange 9a and the flange 9a. The cylindrical portion 9b of the spacing member 9
The receiving portion 1 is fitted through the long holes 4a, 4b, passes through the holes 13a, 13b of the elastic portion 12 communicating therewith, and passes through the large steel 1
1 is brought into contact with the side wall. In this state, the flange 9a of the spacing member 9 contacts the side plates 2a and 2b around the slots 4a and 4b via the washer 9c.
【0019】そしてタッピングネジ14を間隔保持材9
の円筒部9bから挿入し、さらに大引鋼11の側板に螺
孔を形成しながらネジ込み、間隔保持材9を大引鋼11
に固定する。これと同様にして受け部1の他方の側から
もタッピングネジ14を用いて間隔保持材9を固定す
る。この固定状態では、間隔保持材9の円筒部9bによ
って弾性部12の側弾性部12aは押圧されることがな
い。このため大引鋼11からの押圧力により弾性部12
の底弾性部12cが大引鋼11とともに上下に弾性移動
した場合には、間隔保持材9の円筒部9bは、側弾性部
12aの弾性力に抗しながら長孔4a,4b内を上下に
移動する。Then, the tapping screw 14 is connected to the spacing member 9.
From the cylindrical portion 9b, and further screwed into the side plate of the large pulling steel 11 while forming a screw hole.
Fixed to In the same manner, the spacing member 9 is also fixed from the other side of the receiving portion 1 using the tapping screw 14. In this fixed state, the side elastic portion 12a of the elastic portion 12 is not pressed by the cylindrical portion 9b of the spacing member 9. Therefore, the elastic portion 12 is pressed by the pressing force from the heavy steel 11.
When the bottom elastic portion 12c moves vertically with the heavy steel 11, the cylindrical portion 9b of the spacing member 9 moves up and down inside the elongated holes 4a and 4b while resisting the elastic force of the side elastic portion 12a. Moving.
【0020】図3及び図4に示すように、上記大引鋼1
1の上面部は、受け部1の側板部2a,2bの上端部よ
り上方に突出しているため、この大引鋼11の上に直接
床材を付設する。先ずこの大引鋼11に下貼21を載置
し、ビス24を用いてこの下貼21を大引鋼11に固定
する。さらに下貼21の上にフローリング材22を敷
き、ビス23を用いてフローリング材22を大引鋼11
に固定し、またフロア釘25を用いてフローリング材2
2を下貼21に固定する。そして、ビス23の上部には
木栓26を埋めて表面を仕上げる。As shown in FIG. 3 and FIG.
Since the upper surface of 1 protrudes upward from the upper ends of the side plates 2a and 2b of the receiving portion 1, a floor material is directly provided on this heavy steel 11. First, the underlay 21 is placed on the steel bar 11, and the underlay 21 is fixed to the bar 11 using screws 24. Further, a flooring material 22 is laid on the underlay 21 and the flooring material 22 is
To the flooring material 2 using floor nails 25.
2 is fixed to the lower paste 21. Then, a wooden plug 26 is buried in the upper part of the screw 23 to finish the surface.
【0021】従って上記実施の形態によれば、間隔保持
材9を介して大引鋼11を受け部1取付けるようにした
ので、受け部1内の弾性部12における弾性効果が確実
に得られるという効果がある。Therefore, according to the above embodiment, since the large steel 11 is attached to the receiving portion 1 via the spacing member 9, the elastic effect of the elastic portion 12 in the receiving portion 1 can be reliably obtained. effective.
【0022】また上記緩衝支持装置を用いれば、根太材
を使用しなくても床板を敷設することができることか
ら、床の低い床構造の敷設には有利であり施工も容易に
行える。一方、従来の緩衝支持装置に係るロックボルト
を使用しないことから、フローリング材22を止めるフ
ロア釘25の釘着の際、釘の先端部がロックボルトの当
たるという虞れもなくなった。In addition, if the above-mentioned buffer support device is used, a floorboard can be laid without using joists, which is advantageous for laying a floor structure with a low floor and can be easily carried out. On the other hand, since the lock bolt according to the conventional shock-absorbing support device is not used, there is no fear that the tip of the nail hits the lock bolt when the floor nail 25 for fixing the flooring material 22 is nailed.
【0023】さらには、緩衝支持装置を床に使用した場
合において、床に過度の荷重が加わった場合、床板と受
け具としてのU字金具の先端部には隙間があるが、この
隙間が荷重により押し沈められても、床板とU字金具の
頂部とが接する位置で止まるためU字状受け部内の弾性
部12を形成する弾性体は保護され、弾性体が破壊され
るのを防止することができる。なお、上記実施の形態
は、大引鋼11に直接下貼21及びフローリング材22
を敷設するものであるが、他に大引鋼11の上に根太材
を配設し、この根太材の上に下貼21及びフローリング
材22を敷設する構造とすることもできる。Furthermore, when an excessive load is applied to the floor when the cushioning support device is used on the floor, there is a gap between the floor plate and the tip of the U-shaped bracket as a receiving member. Even if it is pushed down, the elastic body forming the elastic part 12 in the U-shaped receiving part is protected because it stops at the position where the floor plate and the top of the U-shaped bracket are in contact, and the elastic body is prevented from being broken. Can be. In the above embodiment, the underlay 21 and the flooring material 22 are directly attached to the heavy steel 11.
However, it is also possible to adopt a structure in which a joist is disposed on the pulling steel 11 and the underlay 21 and the flooring material 22 are laid on the joist.
【0024】また、本発明に係る緩衝支持装置を壁材の
支持装置として用いることもできる。この場合には、壁
スラブに緩衝支持装置を立設し、この受け部にバー材を
配設してこれに直接壁板を敷設するか、或いはこのバー
材と直交する方向に胴縁を配設しこれに壁板を敷設する
構造とすることができる。この場合にも受け部1内の弾
性部12における弾性効果が確実に得られ、壁の緩衝具
として有効である。Further, the cushioning support device according to the present invention can be used as a wall material support device. In this case, a buffer support device is erected on the wall slab, and a bar material is provided on the receiving portion, and a wall plate is laid directly on the bar material, or a body edge is provided in a direction orthogonal to the bar material. And a wall plate may be laid on this. Also in this case, the elastic effect of the elastic portion 12 in the receiving portion 1 is reliably obtained, and it is effective as a buffer for the wall.
【0025】[0025]
【発明の効果】以上説明したように、本発明に係る緩衝
支持装置によれば、床材もしくは壁材を支持するバー材
を弾性部に載置して弾性作用を得る緩衝支持装置であっ
て、受け部の両側板部には長い長孔が設けられるととも
に、この長孔を通過しない大きさの頭部、及び上記受け
部の側板部の外壁から上記バー材の側壁までの間隔と略
同等の長さの軸部を有する間隔保持材を用い、この間隔
保持材の軸部を上記長孔から嵌め入れてバー材の側板部
に止着する構成を採用したから、受け部内の弾性部にお
ける弾性効果が確実に得られるという効果がある。As described above, according to the cushioning support device of the present invention, a cushioning support device which obtains an elastic action by placing a bar material for supporting a floor material or a wall material on an elastic portion. A long slot is provided on both side plates of the receiving portion, and a head having a size not passing through the long hole and a distance from an outer wall of the side plate portion of the receiving portion to a side wall of the bar material are substantially equal to each other. Since the spacing member having a shaft portion having a length of is used, the shaft portion of the spacing member is fitted from the long hole and fixed to the side plate portion of the bar material. There is an effect that the elastic effect can be reliably obtained.
【0026】また、上記長孔を通過しない大きさの鍔
部、及び受け部の側板部の外壁からバー材の側壁までの
間隔と略同等の長さの円筒状部を有する間隔保持材を用
い、この間隔保持材の円筒状部を上記長孔から嵌め入
れ、この円筒状部に止着材を挿入してこの止着材と供に
間隔保持材をバー材の側板部に止着する構成を採用した
から、間隔保持材の止着が簡単に行え施工が容易である
という効果がある。Further, a spacing member having a flange portion having a size not passing through the long hole and a cylindrical portion having a length substantially equal to the spacing from the outer wall of the side plate portion of the receiving portion to the side wall of the bar member is used. A configuration in which the cylindrical portion of the spacing member is fitted from the long hole, a fastening material is inserted into the cylindrical portion, and the spacing material is fastened to the side plate portion of the bar material together with the fastening material. Is adopted, there is an effect that the fixing of the spacing member can be easily performed and the construction is easy.
【図1】本発明の実施の形態に係る緩衝支持装置の断面
図である。FIG. 1 is a sectional view of a cushioning support device according to an embodiment of the present invention.
【図2】緩衝支持装置の受け部の斜視図(a)、及びそ
のAA’間の断面図(b)である。FIGS. 2A and 2B are a perspective view of a receiving portion of the shock-absorbing support device and a cross-sectional view taken along line AA 'thereof.
【図3】実施の形態に係る緩衝支持装置の他の断面図で
ある。FIG. 3 is another sectional view of the cushioning support device according to the embodiment.
【図4】実施の形態に係る床の敷設状態を示した斜視図
である。FIG. 4 is a perspective view showing a laid state of the floor according to the embodiment.
【図5】従来例に係る緩衝支持装置の断面図である。FIG. 5 is a cross-sectional view of a buffer support device according to a conventional example.
1 受け部 2 側板部 4a,4b 長孔 5 支持部材 9 間隔保持材 11 バー材(大引鋼) 12 弾性部 14 止着材(ビス) DESCRIPTION OF SYMBOLS 1 Receiving part 2 Side plate part 4a, 4b Elongated hole 5 Support member 9 Spacing material 11 Bar material (large pulling steel) 12 Elastic part 14 Fixing material (screw)
Claims (2)
と、 この受け部の底面に設けられる弾性部とからなり、床材
もしくは壁材を支持するバー材をこの弾性部に載置して
弾性作用を得る緩衝支持装置であって、 上記受け部の両側板部には支持部材の高さ方向に長い長
孔が設けられ、 この長孔を通過しない大きさの頭部及び上記受け部の側
板部の外壁から上記バー材の側壁までの間隔と略同等の
長さの軸部を有する間隔保持材を用い、この間隔保持材
の軸部を上記長孔から嵌め入れて上記バー材の側板部に
止着することを特徴とする緩衝支持装置。1. A support member having a predetermined height, a U-shaped receiving portion provided at a front end of the supporting member, and an elastic portion provided on a bottom surface of the receiving portion. A buffer support device that obtains an elastic action by placing a bar material supporting a wall material on the elastic portion, wherein long side holes are provided in both side plate portions of the receiving portion in a height direction of the support member, A spacing member having a head portion having a size that does not pass through the elongated hole and a shaft portion having a length substantially equal to the spacing from the outer wall of the side plate portion of the receiving portion to the side wall of the bar member is used. The buffer support device, wherein the shaft portion is fitted into the long hole and fastened to the side plate portion of the bar member.
と、 この受け部の底面及び両内側面に設けられる断面U字状
の弾性部とからなり、床材もしくは壁材を支持するバー
材をこの弾性部に載置して弾性作用を得る緩衝支持装置
であって、 上記受け部の両側板部には支持部材の高さ方向に長い長
孔が設けられ、 この長孔を通過しない大きさの鍔部及び上記受け部の側
板部の外壁から上記バー材の側壁までの間隔と略同等の
長さの円筒状部を有する間隔保持材を用い、この間隔保
持材の円筒状部を上記長孔から嵌め入れ、この円筒状部
に止着材を挿入してこの止着材と供に間隔保持材を上記
バー材の側板部に止着することを特徴とする緩衝支持装
置。2. A support member having a predetermined height, a U-shaped cross section provided at the tip of the support member, and a U-shaped cross section provided at the bottom surface and both inner side surfaces of the support portion. A cushioning support device comprising an elastic portion, wherein a bar material for supporting a floor material or a wall material is placed on the elastic portion to obtain an elastic action, and a height of a support member is provided on both side plates of the receiving portion. A long hole is provided in the direction, and a flange portion having a size that does not pass through the long hole and a cylindrical portion having a length substantially equal to the distance from the outer wall of the side plate portion of the receiving portion to the side wall of the bar material are provided. Using the spacing material, the cylindrical portion of the spacing material is fitted from the long hole, a fastening material is inserted into the cylindrical portion, and the spacing material is provided with the fastening material and the side plate of the bar material is used. A shock-absorbing support device which is fixed to a part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20299295A JP2707432B2 (en) | 1995-08-09 | 1995-08-09 | Buffer support device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20299295A JP2707432B2 (en) | 1995-08-09 | 1995-08-09 | Buffer support device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0949311A JPH0949311A (en) | 1997-02-18 |
JP2707432B2 true JP2707432B2 (en) | 1998-01-28 |
Family
ID=16466545
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20299295A Expired - Lifetime JP2707432B2 (en) | 1995-08-09 | 1995-08-09 | Buffer support device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2707432B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4430553B2 (en) * | 2005-01-25 | 2010-03-10 | 三洋工業株式会社 | Floor structure |
JP4712484B2 (en) * | 2005-08-23 | 2011-06-29 | 三洋工業株式会社 | Floor buffer structure |
-
1995
- 1995-08-09 JP JP20299295A patent/JP2707432B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0949311A (en) | 1997-02-18 |
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