JP2002180644A - Floor shock absorbing supporting tool - Google Patents

Floor shock absorbing supporting tool

Info

Publication number
JP2002180644A
JP2002180644A JP2000379194A JP2000379194A JP2002180644A JP 2002180644 A JP2002180644 A JP 2002180644A JP 2000379194 A JP2000379194 A JP 2000379194A JP 2000379194 A JP2000379194 A JP 2000379194A JP 2002180644 A JP2002180644 A JP 2002180644A
Authority
JP
Japan
Prior art keywords
floor
elastic body
receiving plate
cylindrical nut
support
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.)
Granted
Application number
JP2000379194A
Other languages
Japanese (ja)
Other versions
JP3785039B2 (en
Inventor
Nobuyoshi Okada
信義 岡田
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.)
Sanyo Industries Ltd
Original Assignee
Sanyo Industries 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 Sanyo Industries Ltd filed Critical Sanyo Industries Ltd
Priority to JP2000379194A priority Critical patent/JP3785039B2/en
Publication of JP2002180644A publication Critical patent/JP2002180644A/en
Application granted granted Critical
Publication of JP3785039B2 publication Critical patent/JP3785039B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a floor shock absorbing supporting tool superior in the strength and the impact relaxation, and having high workability. SOLUTION: This floor shock absorbing supporting tool has a supporting bolt 6 stood on a floor slab 11, a cylindrical nut 3 engaged with the supporting bolt 6 and having a flange part 12 on its lower part, an elastic body 2 inserted into the cylindrical nut 3, and supported by the flange part 12 at its lower part, a receiving plate 1 inserted into the supporting bolt 6, and mounted at an upper part of the elastic body 2 to load and fix a joist 7, and a fixing tool 4 fitted and fixed to an upper part of the cylindrical nut 3.

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、屋外デッキ等に用
いられる床緩衝支持具に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cushioning support for an outdoor deck or the like.

【0002】[0002]

【従来の技術】従来、図8に示す木製デッキの床構造が
知られている。この床構造に用いられる床支持具51
は、コンクリートの床スラブ11に立設される支持ボル
ト53の上部に、円板状の受け部54を固定したもので
ある。この受け部54の下部側には、支持ボルト53に
螺着されたナット55が配置され、このナット55によ
り高さが調整される。一方、受け部54は、その上部側
に座がね56を介してナット57が締結され支持ボルト
53の所定位置に固定されている。
2. Description of the Related Art Conventionally, a wooden deck floor structure shown in FIG. 8 is known. Floor support 51 used for this floor structure
Has a disk-shaped receiving portion 54 fixed to an upper portion of a support bolt 53 erected on a concrete floor slab 11. A nut 55 screwed to the support bolt 53 is disposed below the receiving portion 54, and the height of the nut 55 is adjusted by the nut 55. On the other hand, the receiving portion 54 is fixed to a predetermined position of the support bolt 53 by fastening a nut 57 to the upper portion of the receiving portion 54 via a seat 56.

【0003】上記床支持具51は、所定間隔をおいて床
スラブ11に立設され、これら床支持具51の受け部5
4に、ゴム板58を介して根太鋼59を所定間隔を隔て
て載置する。これら根太鋼59は、その左右のフランジ
部がビス44で上記受け部54に固定される。この根太
鋼59の上部に硬質木製の床板41を直角方向に配置
し、固定金具43を用いて、その翼片45を床板41の
側面に設けられた溝部42に係止し、さらに固定金具4
3の基部を根太鋼59にビスで固定する。同様にして、
順次床板41を各床板41間に所定の隙間を設けて敷設
し、床構造を形成する。
The floor supports 51 are erected on the floor slab 11 at predetermined intervals, and the receiving portions 5 of the floor supports 51 are provided.
4, joist steel 59 is placed via a rubber plate 58 at a predetermined interval. The left and right flange portions of these joist steels 59 are fixed to the receiving portion 54 with screws 44. A hard wooden floor plate 41 is arranged at a right angle to the upper part of the joist steel 59, and the wing pieces 45 are engaged with grooves 42 provided on the side surface of the floor plate 41 by using a fixing metal 43, and further, the fixing metal 4 is fixed.
3 is fixed to joist steel 59 with screws. Similarly,
The floor boards 41 are sequentially laid with a predetermined gap provided between the floor boards 41 to form a floor structure.

【0004】[0004]

【発明が解決しようとする課題】上記床支持具51は、
上記ゴム板58を介在させているものの、このゴム板5
8は板厚が薄く、弾性効果を持たず、受け部54と根太
鋼59との接触軋み音の発生防止のために設けられてい
る。このため、表面材としての床板41が硬質であるこ
とも手伝って、床構造全体としては硬い床組みになって
いる。このように、従来の屋外デッキは強度面は重視さ
れるものの、床の衝撃等の安全面に関する配慮に欠け、
また、根太鋼59を受け部54に固定してしまうと高さ
レベルの微調整が行えない、という問題があった。
The above-mentioned floor support 51 is
Although the rubber plate 58 is interposed, the rubber plate 5
Reference numeral 8 denotes a thin plate having no elasticity effect, and is provided to prevent the occurrence of squeak noise between the receiving portion 54 and the joist steel 59. For this reason, the floor board 41 as a surface material is also hard, and the whole floor structure has a hard floor structure. In this way, conventional outdoor decks emphasize strength, but lack safety considerations such as floor impact,
Further, if the joist steel 59 is fixed to the receiving portion 54, there is a problem that the height level cannot be finely adjusted.

【0005】本発明は上記問題点に鑑みてなされたもの
であり、強度及び衝撃緩和に優れ、かつ施工性の良い床
緩衝支持具を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has as its object to provide a floor cushioning support which is excellent in strength and impact reduction and has good workability.

【0006】[0006]

【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、本発明に係る床緩衝支持具は、図1及び図2
に示すように、床スラブ11に立設される支持ボルト6
と、この支持ボルト6に螺合され、下部に鍔部12が設
けられた筒状ナット3と、この筒状ナット3に挿通され
るとともに、下部が上記鍔部12に支持される弾性体2
と、上記支持ボルト6に挿通され、上記弾性体2の上部
に配置される一方、根太7を載置固定する受プレート1
と、上記筒状ナット3の上部に嵌合固着される固定具4
と、を有する構成である。
In order to solve the above technical problems, a floor cushioning support according to the present invention is shown in FIGS.
As shown in the figure, the support bolt 6 erected on the floor slab 11
And a cylindrical nut 3 screwed to the support bolt 6 and provided with a flange 12 at a lower portion, and an elastic body 2 inserted through the cylindrical nut 3 and supported at a lower portion by the flange 12.
And a receiving plate 1 which is inserted into the support bolt 6 and is disposed above the elastic body 2 and on which the joist 7 is placed and fixed
And a fixture 4 fitted and fixed to the upper part of the cylindrical nut 3
And a configuration having:

【0007】本発明に係る床緩衝支持具は、上記筒状ナ
ット3は上記弾性体2を介して、上記受プレート1に対
して回転可能に嵌め合わされる構成である。
In the floor cushioning support according to the present invention, the cylindrical nut 3 is rotatably fitted to the receiving plate 1 via the elastic body 2.

【0008】本発明に係る床緩衝支持具は、上記弾性体
2には、基部24に上記支持ボルト6の挿通孔20が設
けられ、この基部24上面部に、挿通孔20の側壁を筒
状に上方に延長してさらに外向きに屈曲した鍔状部17
及びこの鍔状部17に伴う環状の溝部16が形成され、
上記溝部16に上記受プレート1に設けられた孔部14
を弾性係合させた構成である。
In the floor cushioning support according to the present invention, the elastic body 2 is provided with a through hole 20 for the support bolt 6 in the base 24, and the side wall of the through hole 20 is formed in a cylindrical shape on the upper surface of the base 24. The flange 17 is extended upward and bent outward.
And an annular groove 16 associated with the flange 17 is formed,
A hole 14 provided in the receiving plate 1 in the groove 16
Are elastically engaged.

【0009】[0009]

【発明の実施の形態】以下、本発明に係る床緩衝支持具
の実施の形態を図面に基づいて説明する。図1は、上記
床緩衝支持具10を示す図である。この床緩衝支持具1
0は、防振板9を介して根太7を支持する受プレート
1、この受プレート1を弾性支持する弾性体2、雄ねじ
が刻設された支持ボルト6、この支持ボルト6と螺合す
る鍔部12付きの筒状ナット3、この筒状ナット3の上
部に嵌合固着される六角形状の固定具4、及び六角ナッ
ト5を有している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a floor cushioning support according to the present invention will be described below with reference to the drawings. FIG. 1 is a diagram showing the floor buffer support 10. This floor cushion support 1
Reference numeral 0 denotes a receiving plate 1 that supports the joist 7 via a vibration isolating plate 9, an elastic body 2 that elastically supports the receiving plate 1, a supporting bolt 6 on which a male screw is engraved, and a flange screwed with the supporting bolt 6 A cylindrical nut 3 having a portion 12, a hexagonal fixing tool 4 fitted and fixed to an upper part of the cylindrical nut 3, and a hexagonal nut 5 are provided.

【0010】図2に示すように、上記受プレート1はス
テンレス鋼からなり、中央には孔部14が設けられた中
空円板状で、周囲には下方に向けて屈曲された環状のフ
ランジ15が形成されている。上記弾性体2は、ゴム或
いは合成樹脂製の弾性材からなり、円柱状の基部24の
中央部には上下に挿通孔20が設けられ、上面部22に
は挿通孔20の側壁を筒状に上方に延長してさらに外向
きに屈曲した鍔状部17が形成され、この鍔状部17と
上面部22との間には、水平な環状の溝部16が形成さ
れている。
As shown in FIG. 2, the receiving plate 1 is made of stainless steel, has a hollow disk shape with a hole 14 provided in the center, and has an annular flange 15 bent downward toward the periphery. Are formed. The elastic body 2 is made of an elastic material made of rubber or synthetic resin, and a through hole 20 is provided vertically in the center of a columnar base 24, and a side wall of the through hole 20 is formed in a cylindrical shape on the upper surface 22. A flange 17 extending upward and further bending outward is formed, and a horizontal annular groove 16 is formed between the flange 17 and the upper surface 22.

【0011】上記筒状ナット3は、所定の板厚の円筒状
の筒部21の内周面に雌ねじ19が刻設され、下端部は
拡径されて外形が六角形の六角部18が形成され、この
六角部18の上部には中空円板状の鍔部12が嵌合固定
されている。固定具4は、外形が六角形で、中央部上下
に円形の嵌合孔13が形成されている。これら、筒状ナ
ット3、鍔部12、及び固定具4は、いずれもステンレ
ス鋼材からなっている。
In the cylindrical nut 3, a female screw 19 is engraved on an inner peripheral surface of a cylindrical cylindrical portion 21 having a predetermined thickness, and a lower end portion is enlarged in diameter to form a hexagonal portion 18 having a hexagonal outer shape. The hollow disk-shaped flange 12 is fitted and fixed to the upper portion of the hexagonal portion 18. The fixture 4 has a hexagonal outer shape, and is formed with a circular fitting hole 13 above and below the center. These cylindrical nut 3, flange 12, and fixture 4 are all made of stainless steel.

【0012】上記防振板9はゴム或いは合成樹脂性の弾
性材からなり、中央に円形の孔部25が形成された長方
形状の板材で、長手方向の端部には少し立上がった部位
から内向きに屈曲形成された係合部26が形成されてい
る。根太7は鋼製で、断面ハット形状の長尺材であり、
天板部33の両側から下方に屈曲して側板部34が形成
され、これら側板部34からそれぞれ外向きにフランジ
部35が形成されている。
The vibration isolating plate 9 is made of rubber or a synthetic resin elastic material, is a rectangular plate having a circular hole 25 formed at the center, and has a slightly raised portion at the longitudinal end. An engagement portion 26 that is bent inward is formed. The joist 7 is made of steel and is a long material having a hat-shaped cross section.
Side plate portions 34 are formed by bending downward from both sides of the top plate portion 33, and flange portions 35 are formed outwardly from these side plate portions 34, respectively.

【0013】上記床緩衝支持具10の筒状ナット3に
は、図3に示すように、その筒部21に弾性体2の挿通
孔20が嵌め込まれる。この弾性体2の溝部16には、
受プレート1の孔部14が弾性体2の弾性を利用して弾
性係合され、弾性体2の上面部22に受プレート1の下
面部23が当接する。この弾性体2に対して、受プレー
ト1は回転可能に支持される。
As shown in FIG. 3, an insertion hole 20 of the elastic body 2 is fitted in a cylindrical portion 21 of the cylindrical nut 3 of the floor cushioning support 10 as shown in FIG. In the groove 16 of the elastic body 2,
The hole 14 of the receiving plate 1 is elastically engaged using the elasticity of the elastic body 2, and the lower surface 23 of the receiving plate 1 contacts the upper surface 22 of the elastic body 2. The receiving plate 1 is rotatably supported by the elastic body 2.

【0014】さらに、受プレート1から上方に突出した
筒状ナット3の上部には、固定具4が固く嵌合固定され
る。この固定具4により、弾性体2及び受プレート1を
緩みなく安定して筒状ナット3に保持し、高さ調整時に
も受プレート1を正確に移動させる。そして、筒状ナッ
ト3の筒部21は弾性体2の挿通孔20に摺接し、弾性
体2に対して、筒状ナット3及びこれに固定された固定
具4は回転可能に支持される。このような受プレート1
の取付け形態により、受プレート1には、弾性体2の肉
厚の基部24の弾性力が作用する形態となり、大きな緩
衝効果が得られる。
Further, a fixture 4 is firmly fitted and fixed on the upper part of the cylindrical nut 3 protruding upward from the receiving plate 1. The fixing member 4 stably holds the elastic body 2 and the receiving plate 1 on the cylindrical nut 3 without loosening, and moves the receiving plate 1 accurately even when the height is adjusted. The cylindrical portion 21 of the cylindrical nut 3 slides into the insertion hole 20 of the elastic body 2, and the cylindrical nut 3 and the fixture 4 fixed thereto are rotatably supported by the elastic body 2. Such a receiving plate 1
According to the mounting configuration described above, the receiving plate 1 is configured so that the elastic force of the thick base 24 of the elastic body 2 acts on the receiving plate 1, and a large buffering effect can be obtained.

【0015】また、弾性体2の一部である鍔状部17
が、受プレート1の上面部と固定具4の下面部との間に
介在する形態であることから、固定具4の下面部が直接
受プレート1に当たることはなく、併せて、弾性体2の
溝部16の介在により、受プレート1の孔部14と筒状
ナット3とが直接当たることはないので、それぞれ音鳴
りが防止される。
A flange 17 which is a part of the elastic body 2
Is located between the upper surface of the receiving plate 1 and the lower surface of the fixture 4, so that the lower surface of the fixture 4 does not directly hit the receiving plate 1, and The presence of the groove 16 prevents the hole 14 of the receiving plate 1 and the cylindrical nut 3 from directly contacting each other, thereby preventing the sound from being generated.

【0016】さらに図4及び図5に示すように、支持ボ
ルト6に六角ナット5を螺合し、この上から、上記筒状
ナット3を受プレート1とともに支持ボルト6に螺合
し、六角ナット5の上部で筒状ナット3を締結する。一
方、支持ボルト6に、下方から雌ねじが刻設された中空
円板状のベース板28を螺合する。
As shown in FIGS. 4 and 5, a hexagonal nut 5 is screwed into the support bolt 6, and the cylindrical nut 3 is screwed together with the receiving plate 1 onto the support bolt 6 from above. The cylindrical nut 3 is fastened at the upper part of 5. On the other hand, a hollow disk-shaped base plate 28 having a female screw cut from below is screwed into the support bolt 6.

【0017】上記床緩衝支持具10を床スラブ11に設
置する場合には、図1に示すように、床スラブ11に設
けた穴部27に接着材を注入して、この穴部27に床緩
衝支持具10の支持ボルト6の下部を埋設接着し、併せ
て支持ボルト6に螺合したベース板28を上記接着材で
床スラブ11の表面部に接着する。
When the floor cushioning support 10 is installed on the floor slab 11, as shown in FIG. 1, an adhesive is injected into a hole 27 provided in the floor slab 11, and the floor 27 is inserted into the hole 27. The lower part of the support bolt 6 of the buffer support 10 is embedded and bonded, and the base plate 28 screwed to the support bolt 6 is bonded to the surface of the floor slab 11 with the adhesive.

【0018】図6及び図7は、上記床緩衝支持具10
を、屋外又は屋内に敷設される木製デッキの床構造に用
いた例を示している。この床構造は、コンクリートの床
スラブ11に床緩衝支持具10を所定箇所に配置立設
し、これら床緩衝支持具10の受プレート1に根太7を
所定間隔を隔てて互いに平行に支承する。このとき、受
プレート1の上部に防振板9を、その孔部25を受プレ
ート1から突出する固定具4に嵌めて配置し、この防振
板9を介在させて受プレート1に根太7を載置する。こ
の根太7のフランジ部35にセルフドリリング可能なビ
ス8をねじ込み、根太7を受プレート1に締結する。
FIG. 6 and FIG.
Is used in a floor structure of a wooden deck laid outdoors or indoors. In this floor structure, a floor buffer support 10 is arranged and erected at a predetermined location on a concrete floor slab 11, and a joist 7 is supported on a receiving plate 1 of the floor buffer support 10 at a predetermined interval in parallel with each other. At this time, the vibration isolating plate 9 is disposed on the upper portion of the receiving plate 1 by fitting the holes 25 into the fixtures 4 protruding from the receiving plate 1, and the joist 7 is attached to the receiving plate 1 with the vibration isolating plate 9 interposed therebetween. Is placed. A screw 8 capable of self-drilling is screwed into the flange portion 35 of the joist 7, and the joist 7 is fastened to the receiving plate 1.

【0019】根太7の設置の後、ジャラ等の硬質木製の
床板41を根太7と直角方向に配置する。この床板41
の取付けには、基部から立ち上がる立設部の上部に左右
に翼片45が形成された固定金具43を用いる。施工の
手順としては、根太7の端には、翼片が一方のみに形成
された端部用の固定金具46をビス44を用いて固定す
る。そして、この端部固定金具46の翼片に床板41の
一端側の溝部42を係止する一方、固定金具43を用
い、床板41の他方側の溝部42にこの固定金具43の
一の翼片45を係止させるとともに、この固定金具43
の基部をビス44を用いて根太7に固定する。次に、別
の床板41を固定金具43の他の翼片45に係止させ
る、という作業を順次行い、併せて各床板41間に所定
の隙間を設けて床板41を敷設し、床構造を形成する。
After the joist 7 is installed, a hard wooden floor plate 41 such as a jar is arranged at right angles to the joist 7. This floor board 41
The mounting bracket 43 has wing pieces 45 formed on the left and right at the upper part of the standing portion rising from the base. As a construction procedure, a fixing bracket 46 for an end having a wing piece formed on only one end is fixed to an end of the joist 7 using a screw 44. Then, while the groove 42 on one end of the floor plate 41 is locked to the wing of the end fixing bracket 46, one wing of the fixing metal 43 is inserted into the groove 42 on the other side of the floor plate 41 using the fixing bracket 43. 45 and the fixing bracket 43
Is fixed to the joist 7 using screws 44. Next, an operation of locking another floor plate 41 to another wing piece 45 of the fixing bracket 43 is sequentially performed, and at the same time, a predetermined gap is provided between the floor plates 41 to lay the floor plate 41, and the floor structure is constructed. Form.

【0020】上記実施の形態に係る床緩衝支持具10を
用いた床構造について、この床上での転倒時等に発生す
る緩衝を測定した。この測定に際しては、JIS A
6519規格の「体育館床下地材」に基づき、床の硬さ
を測定した。この結果、従来(当社製品)の、屋外デッ
キの床支持具(緩衝機構なし)を用いた床では、硬さ試
験結果が、床板(ジャラを使用)の板厚が20mmのも
のでは103G〜104G、板厚が30mmのものでは
101G〜102Gであり、これは体育館床の基準とさ
れている100Gを越えるもので、かなりの硬さであ
る。
With respect to the floor structure using the floor buffer support 10 according to the above-described embodiment, the buffer generated when the floor falls down on the floor is measured. In this measurement, JIS A
The floor hardness was measured based on the 6519 standard “Gymnasium floor covering material”. As a result, the hardness test result of a floor using a floor support (without a cushioning mechanism) of a conventional (our product) floor deck of an outdoor deck is 103 G to 104 G for a floor plate (using a jar) having a thickness of 20 mm. When the thickness is 30 mm, it is 101 G to 102 G, which exceeds 100 G, which is the standard for gymnasium floors, and is considerably hard.

【0021】一方、上記実施の形態に係る床緩衝支持具
10を用いた床では、同様の硬さ試験結果が、同床板の
板厚が20mmのものでは76G〜77G、板厚が30
mmのものでは86G〜87Gであった。この結果、上
記床緩衝支持具10を用いた場合には、床をかなり柔ら
かくすることができ、これにより、衝撃の緩和が図れ、
床上における転倒時等の体への衝撃の負担が軽減され
る。
On the other hand, on a floor using the floor cushioning support 10 according to the above embodiment, similar hardness test results indicate that the floor board having a thickness of 20 mm has a thickness of 76 G to 77 G and a thickness of 30 G.
It was 86G to 87G in the case of mm. As a result, when the floor cushioning support 10 is used, the floor can be considerably softened, whereby the impact can be reduced,
The burden of impact on the body when falling on the floor is reduced.

【0022】従って、上記実施の形態に係る床緩衝支持
具10によれば、筒状ナット3等の採用により、床支持
具として強度が確保され、併せて弾性体2を設けた形態
を採用したから、これを屋外或いは屋内のデッキとして
使用した場合には、床上の衝撃緩和が図れ、例えば高齢
者等の転倒時の安全性が確保され、高齢者対応の床構造
として有効である。また、床緩衝支持具10は、受プレ
ート1に対して筒状ナット3が回転可能なため、受プレ
ート1に根太7をビス8で固定した後でも、六角ナット
5を緩め、筒状ナット3の六角部18を工具を回転操作
することで、根太7と受プレート1との結合を解除する
ことなく高さのレベル微調整が出来る。また、弾性体2
の一部である鍔状部17が受プレート1の上部に延設さ
れているので、固定具4及び筒部21と受プレート1と
の接触が妨げられ音鳴りが防止できる。
Therefore, according to the floor cushioning support 10 according to the above-described embodiment, the use of the cylindrical nut 3 and the like ensures the strength of the floor support, and also employs the form in which the elastic body 2 is provided. Therefore, when this is used as an outdoor or indoor deck, impact on the floor can be mitigated, and safety when the elderly falls, for example, is ensured, which is effective as a floor structure for the elderly. Further, since the cylindrical nut 3 is rotatable with respect to the receiving plate 1, even after the joist 7 is fixed to the receiving plate 1 with the screw 8, the hexagon nut 5 is loosened and the cylindrical nut 3 is rotated. By rotating the hexagonal portion 18 of the tool, the height level can be finely adjusted without releasing the connection between the joist 7 and the receiving plate 1. Also, the elastic body 2
Is extended above the receiving plate 1, so that the contact between the fixing tool 4 and the cylindrical portion 21 and the receiving plate 1 is disturbed, so that noise can be prevented.

【0023】[0023]

【発明の効果】以上説明したように、本発明に係る床緩
衝支持具によれば、支持ボルトに螺合され鍔部が設けら
れた筒状ナット、この筒状ナットに挿通されるとともに
鍔部に支持される弾性体、及び弾性体の上部に配置され
る一方、根太を載置固定する受プレート、筒状ナットに
固着される固定具を有する構成を採用したから、床緩衝
支持具としての強度が確保されるとともに、緩衝効果が
高く床上での転倒時の安全性が確保され、高齢者対応の
床構造としても有効である、という効果を奏する。
As described above, according to the floor cushioning support according to the present invention, the cylindrical nut screwed into the support bolt and provided with the flange, the cylindrical nut is inserted through the cylindrical nut and the flange is provided. An elastic body supported on the elastic body, and a receiving plate for placing and fixing the joist on the upper side of the elastic body, and a fixture fixed to the cylindrical nut are employed, so that the floor cushioning support The strength is ensured, the cushioning effect is high, the safety at the time of falling on the floor is secured, and the effect is also effective as a floor structure for elderly people.

【0024】また、本発明に係る床緩衝支持具によれ
ば、筒状ナットは弾性体を介して、受プレートに対して
回転可能に嵌め合わされる構成としたから、受プレート
に根太を固定した後でも、筒状ナットを回転操作するこ
とで高さの微調整が行え、施工性がよいという効果があ
る。
According to the floor cushioning support of the present invention, since the cylindrical nut is rotatably fitted to the receiving plate via the elastic body, the joist is fixed to the receiving plate. Even afterwards, the height can be finely adjusted by rotating the cylindrical nut, and there is an effect that the workability is good.

【0025】本発明に係る床緩衝支持具によれば、弾性
体の基部上面部に鍔状部及び溝部が形成され、溝部に受
プレートを弾性係合させた構成としたから、筒状ナット
及び固定具と受プレートとの接触が妨げられ音鳴りが防
止できるという効果がある。
According to the floor cushioning support of the present invention, since the flange and the groove are formed on the upper surface of the base of the elastic body and the receiving plate is elastically engaged with the groove, the cylindrical nut and There is an effect that the contact between the fixture and the receiving plate is hindered, so that sound can be prevented.

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

【図1】本発明の実施の形態に係る床緩衝支持具の断面
図である。
FIG. 1 is a sectional view of a floor cushioning support according to an embodiment of the present invention.

【図2】実施の形態に係る床緩衝支持具の分解図であ
る。
FIG. 2 is an exploded view of the floor cushioning support according to the embodiment.

【図3】実施の形態に係る床緩衝支持具の上部の部分分
解図である。
FIG. 3 is a partially exploded view of an upper portion of the floor cushioning support according to the embodiment.

【図4】実施の形態に係る床緩衝支持具の分解図であ
る。
FIG. 4 is an exploded view of the floor cushioning support according to the embodiment.

【図5】実施の形態に係る床緩衝支持具の上部の部分図
である。
FIG. 5 is a partial view of the upper portion of the floor cushioning support according to the embodiment.

【図6】実施の形態に係る床緩衝支持具に根太及び床板
を取付けた状態の部分図である。
FIG. 6 is a partial view showing a state in which a joist and a floor plate are attached to the floor cushioning support according to the embodiment.

【図7】実施の形態に係る床緩衝支持具を適用した床構
造を示す図である。
FIG. 7 is a diagram showing a floor structure to which the floor cushioning support according to the embodiment is applied.

【図8】従来例に係る床緩衝支持具及び床構造を示す図
である。
FIG. 8 is a diagram showing a floor cushion support and a floor structure according to a conventional example.

【符号の説明】[Explanation of symbols]

1 受プレート 2 弾性体 3 筒状ナット 4 固定具 6 支持ボルト 7 根太 12 鍔部 14 孔部 16 溝部 17 鍔状部 20 挿通孔 24 基部 DESCRIPTION OF SYMBOLS 1 Receiving plate 2 Elastic body 3 Cylindrical nut 4 Fixture 6 Support bolt 7 Joist 12 Flange part 14 Hole part 16 Groove part 17 Flange part 20 Insertion hole 24 Base

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 床スラブ(11)に立設される支持ボル
ト(6)と、 この支持ボルト(6)に螺合され、下部に鍔部(12)
が設けられた筒状ナット(3)と、 この筒状ナット(3)に挿通されるとともに、下部が上
記鍔部(12)に支持される弾性体(2)と、 上記支持ボルト(6)に挿通され、上記弾性体(2)の
上部に配置される一方、根太(7)を載置固定する受プ
レート(1)と、上記筒状ナット(3)の上部に嵌合固
着される固定具(4)と、を有することを特徴とする床
緩衝支持具。
A support bolt (6) erected on a floor slab (11), and screwed to the support bolt (6).
A cylindrical nut (3) provided with an elastic body (2) inserted through the cylindrical nut (3) and having a lower part supported by the flange (12); and the support bolt (6). And a receiving plate (1) on which the joist (7) is placed and fixed, and a fitting which is fitted and fixed on the upper part of the cylindrical nut (3), while being disposed above the elastic body (2). (4), a floor cushioning support.
【請求項2】 上記筒状ナット(3)は上記弾性体
(2)を介して、上記受プレート(1)に対して回転可
能に嵌め合わされることを特徴とする請求項1に記載の
床緩衝支持具。
2. The floor according to claim 1, wherein the cylindrical nut is rotatably fitted to the receiving plate via the elastic body. Buffer support.
【請求項3】 上記弾性体(2)には、基部(24)に
上記支持ボルト(6)の挿通孔(20)が設けられ、こ
の基部(24)上面部に、挿通孔(20)の側壁を筒状
に上方に延長してさらに外向きに屈曲した鍔状部(1
7)及びこの鍔状部(17)に伴う環状の溝部(16)
が形成され、 上記溝部(16)に上記受プレート(1)に設けられた
孔部(14)を弾性係合させたことを特徴とする請求項
1又は請求項2に記載の床緩衝支持具。
3. The elastic body (2) is provided with a through hole (20) for the support bolt (6) in a base (24), and the upper surface of the base (24) has a through hole (20) for the through hole (20). A flange-like portion (1) in which the side wall is extended upward in a cylindrical shape and further bent outward.
7) and an annular groove (16) associated with the flange (17)
3. The floor cushioning support according to claim 1, wherein a hole (14) provided in the receiving plate (1) is elastically engaged with the groove (16). .
JP2000379194A 2000-12-13 2000-12-13 Floor cushioning support Expired - Lifetime JP3785039B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000379194A JP3785039B2 (en) 2000-12-13 2000-12-13 Floor cushioning support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000379194A JP3785039B2 (en) 2000-12-13 2000-12-13 Floor cushioning support

Publications (2)

Publication Number Publication Date
JP2002180644A true JP2002180644A (en) 2002-06-26
JP3785039B2 JP3785039B2 (en) 2006-06-14

Family

ID=18847621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000379194A Expired - Lifetime JP3785039B2 (en) 2000-12-13 2000-12-13 Floor cushioning support

Country Status (1)

Country Link
JP (1) JP3785039B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016125194A1 (en) * 2015-02-03 2016-08-11 Proalia Srl Structural support unit for floorings
CN107355065A (en) * 2017-09-02 2017-11-17 深圳市雅轩实业有限公司 A kind of terrace finished surface levelling benchmark device
JP2019210687A (en) * 2018-06-04 2019-12-12 倉敷化工株式会社 Vibration isolating attachment structure for joist
WO2021083520A1 (en) * 2019-10-31 2021-05-06 Granab Förvaltning Ab Floor support device and floor support system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016125194A1 (en) * 2015-02-03 2016-08-11 Proalia Srl Structural support unit for floorings
CN107355065A (en) * 2017-09-02 2017-11-17 深圳市雅轩实业有限公司 A kind of terrace finished surface levelling benchmark device
CN107355065B (en) * 2017-09-02 2023-03-24 深圳市雅轩实业有限公司 Leveling reference device for finished surface of terrace
JP2019210687A (en) * 2018-06-04 2019-12-12 倉敷化工株式会社 Vibration isolating attachment structure for joist
JP7224784B2 (en) 2018-06-04 2023-02-20 倉敷化工株式会社 Anti-vibration mounting structure for joists
WO2021083520A1 (en) * 2019-10-31 2021-05-06 Granab Förvaltning Ab Floor support device and floor support system

Also Published As

Publication number Publication date
JP3785039B2 (en) 2006-06-14

Similar Documents

Publication Publication Date Title
EP1171678B2 (en) Floor construction comprising joists provided with level adjusting spacer screws, joists and spacer screws therefor
JP5107311B2 (en) Equipment fixture
JP2002180644A (en) Floor shock absorbing supporting tool
JP5043461B2 (en) Floor structure
JP2001263420A (en) Vibration control leg body, and vibration control unit leg body
JP4414323B2 (en) Floor panel support legs and floor panel construction method
KR200352196Y1 (en) A Combine Device of Floor
JPH11166309A (en) Edge floor joist structure, executing method therefor and floor joist unit to be used in the structure
KR200352197Y1 (en) A Combine Device of Floor
KR20050091174A (en) A combine device of floor
KR200328276Y1 (en) A billiard table
JPS6111381Y2 (en)
JP2577746Y2 (en) Floor support
JP2015194002A (en) Anti-vibration device of floor and vibration-proof floor structure using the same
JPH09125657A (en) Floor material bearer
KR100596208B1 (en) A Combine Device of Floor
JPS6246748Y2 (en)
JPH0649742Y2 (en) Floor support
JP3737809B2 (en) Floor support member
JP2895015B2 (en) Kiwa jota aggregate
JP2599548Y2 (en) Floor support device
KR200352195Y1 (en) A Device for Control Height of Floor
JP2023014681A (en) Step floor support leg and step floor support structure
JP3819697B2 (en) Floor support shock absorber
JP4009488B2 (en) Double floor vibration isolation structure and floor vibration isolation member

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040119

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20051209

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051220

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060214

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060314

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060316

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 3785039

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090324

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100324

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100324

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110324

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120324

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120324

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130324

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140324

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R255 Notification that request for automated payment was rejected

Free format text: JAPANESE INTERMEDIATE CODE: R2525

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R255 Notification that request for automated payment was rejected

Free format text: JAPANESE INTERMEDIATE CODE: R2525

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R255 Notification that request for automated payment was rejected

Free format text: JAPANESE INTERMEDIATE CODE: R2525

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R255 Notification that request for automated payment was rejected

Free format text: JAPANESE INTERMEDIATE CODE: R2525

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R255 Notification that request for automated payment was rejected

Free format text: JAPANESE INTERMEDIATE CODE: R2525

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term