JPH09310465A - Unit supporting leg and supporting bolt used for it - Google Patents

Unit supporting leg and supporting bolt used for it

Info

Publication number
JPH09310465A
JPH09310465A JP14971896A JP14971896A JPH09310465A JP H09310465 A JPH09310465 A JP H09310465A JP 14971896 A JP14971896 A JP 14971896A JP 14971896 A JP14971896 A JP 14971896A JP H09310465 A JPH09310465 A JP H09310465A
Authority
JP
Japan
Prior art keywords
floor
support
support bolt
base
bolt
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
JP14971896A
Other languages
Japanese (ja)
Other versions
JP3571463B2 (en
Inventor
Hiroaki Hirakuri
弘明 平栗
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.)
Taisei Electronic Industries Co Ltd
Original Assignee
Taisei Electronic Industries Co 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 Taisei Electronic Industries Co Ltd filed Critical Taisei Electronic Industries Co Ltd
Priority to JP14971896A priority Critical patent/JP3571463B2/en
Publication of JPH09310465A publication Critical patent/JPH09310465A/en
Application granted granted Critical
Publication of JP3571463B2 publication Critical patent/JP3571463B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide such a supporting bolt with good productivity and low cost in manufacture and sufficient strength in spite of a long size as being capable of constructing a double floor, excellent in sound insulation and damping effect and in tall floor height, in a well workable manner and a unit supporting leg using it. SOLUTION: A unit supporting leg has a floor contact base 1, a supporting bolt 10 standingly provided on the base in a rotationally movable manner and a supporting plate mounted via a level adjusting nut threaded to the upper part of the supporting bolt 10 in height adjustable manner. In such a case, the supporting bolt 10 is a hollow body with a center through-hole 15, consisting of a collar 11 expanded to the side and formed at the lower part, a screw 12 formed on the outer periphery upward of the collar 11 and a rotary tool engagement portion 14 formed at the top end. For factorable construction, the floor contact base 1 has a vertical through-hole 2 to insert the lower part of the supporting bolt 10 therein and a groove 5 formed on the lower face to be extended from the through-hole 2 to the outside surface.

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、ユニット支持脚及
びそれに用いる支持ボルトに関し、特に集合住宅等の各
種建物において既存の基礎床面との間に空間を形成して
二重床を構築するのに好適に用いられるユニット支持脚
及びそれに用いる支持ボルトに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a unit support leg and a support bolt used for the unit support leg, and particularly to construct a double floor by forming a space between an existing foundation floor surface in various buildings such as an apartment house. The present invention relates to a unit support leg that is preferably used for the above and a support bolt used for the unit support leg.

【0002】[0002]

【従来の技術】従来、このような二重床を支持する装置
としては、例えば特開平3−17348号や実開平4−
116537号に、棒状脚部と該棒状脚部の上端部に上
下調節可能に装着された受け板とからなるユニット支持
脚により定尺の長方形及び/又は正方形の床パネルを支
持する装置が開示されている。従来知られているユニッ
ト支持脚の一例は図10に示すとおりであり、ゴム、合
成樹脂等の比較的硬質の弾性材料からなる接床基台10
2と、該基台102に回動自在に立設された支持ボルト
104と、外周略中央部に側方に突設された環状の支持
部109を有するレベル調整用ナット108と、中央部
に上記レベル調整用ナット108の上部が嵌合される挿
入孔111を有する正方形又は長方形の支持板110と
から構成されている。
2. Description of the Related Art Conventionally, as a device for supporting such a double floor, for example, Japanese Patent Laid-Open No. 17348/1991 or Japanese Utility Model Laid-Open No.
No. 116537 discloses a device for supporting a fixed-sized rectangular and / or square floor panel by a unit support leg composed of a rod-shaped leg and a receiving plate mounted on the upper end of the rod-shaped leg so as to be vertically adjustable. ing. An example of a conventionally known unit supporting leg is as shown in FIG. 10, and a floor contact base 10 made of a relatively hard elastic material such as rubber or synthetic resin.
2, a support bolt 104 that is rotatably erected on the base 102, a level adjusting nut 108 that has an annular support portion 109 that projects laterally in the outer peripheral substantially central portion, and a central portion at the central portion. It is composed of a square or rectangular support plate 110 having an insertion hole 111 into which the upper part of the level adjusting nut 108 is fitted.

【0003】支持ボルト104は、下端から上方に所定
距離離間した位置外周面に側方に突出する環状の鍔部1
05が一体に設けられ、かつ鍔部105より上部にはネ
ジ部が形成され、また鍔部105より下方の基端部10
6は円形断面の丸棒部に形成されている。また支持ボル
ト104の頂端面には回転用工具先端を嵌め込むための
溝部107が形成されている。そして、支持ボルト10
4の基端丸棒部106を上記接床基台102の中央孔1
03に嵌挿することにより、支持ボルト104は鍔部1
05を支持部として接床基台102に回動自在に立設さ
れた状態となる。一方、支持板110の挿入孔111上
部は面取りされて拡開されている。上記レベル調整用ナ
ット108は該支持板110の挿入孔111に嵌合さ
れ、次いでその上部を拡開し、支持板挿入孔111の面
取り部112に部分的に埋没させることによって、支持
板110に強固に取り付けられる。それと共に、レベル
調整用ナット108の上部には接着剤溜り113が形成
される。なお、接着剤が流れ易いようにレベル調整用ナ
ット108の内周ネジ部又は支持ボルト104の外周ネ
ジ部には長手方向に1本又は数本の溝が形成されてい
る。
[0003] The supporting bolt 104 is a ring-shaped flange 1 projecting laterally on the outer peripheral surface at a predetermined distance upward from the lower end.
05 is integrally provided, a screw portion is formed above the collar portion 105, and the base end portion 10 below the collar portion 105 is formed.
6 is formed in a round bar portion having a circular cross section. Further, a groove portion 107 is formed on the top end surface of the support bolt 104 to fit the tip of the rotating tool. And the support bolt 10
The base round bar portion 106 of 4 is the central hole 1 of the floor contact base 102.
03, the support bolt 104 is attached to the collar portion 1
05 is used as a support portion to be rotatably erected on the floor-contacting base 102. On the other hand, the upper portion of the insertion hole 111 of the support plate 110 is chamfered and expanded. The level adjusting nut 108 is fitted into the insertion hole 111 of the support plate 110, and then the upper part thereof is expanded and partially buried in the chamfered portion 112 of the support plate insertion hole 111, so that the level adjustment nut 108 is inserted into the support plate 110. Can be firmly attached. At the same time, an adhesive reservoir 113 is formed on the level adjusting nut 108. Note that one or several grooves are formed in the longitudinal direction on the inner peripheral thread of the level adjusting nut 108 or the outer peripheral thread of the support bolt 104 so that the adhesive easily flows.

【0004】このようにして支持板110の挿入孔11
1に嵌合されたレベル調整用ナット108に支持ボルト
104のネジ部上端部をねじ込むことによって、図10
に示すようにユニット支持脚101が組み立てられる。
なお、支持板110の上面には両面粘着シート114が
貼着されるか、又は接着層が形成されている。このよう
な構造のユニット支持脚101は、支持ボルト104の
頂端面には設けられた溝部107にドライバー等の回転
用工具の先端を嵌め込んで支持ボルト104を回転させ
ることにより、施工の際には床パネルからの荷重が支持
板110を介してレベル調整用ナット108に付加され
てその回転が抑制されているため、レベル調整用ナット
108が上下動し、支持板110により支持されている
床パネルの床面レベルを調整することができる。
In this way, the insertion hole 11 of the support plate 110
10 by screwing the upper end portion of the thread portion of the support bolt 104 into the level adjusting nut 108 fitted in FIG.
The unit support leg 101 is assembled as shown in FIG.
The double-sided pressure-sensitive adhesive sheet 114 is attached or an adhesive layer is formed on the upper surface of the support plate 110. The unit support leg 101 having such a structure is mounted at the time of construction by fitting the tip of a rotating tool such as a screwdriver into the groove 107 provided on the top end surface of the support bolt 104 and rotating the support bolt 104. Since the load from the floor panel is applied to the level adjusting nut 108 via the support plate 110 and its rotation is suppressed, the level adjusting nut 108 moves up and down and is supported by the support plate 110. The floor level of the panel can be adjusted.

【0005】以上のようにして組み立てられたユニット
支持脚101を用いて二重床を構築する場合の施工例
は、例えば図11に示すように、まず部屋壁又は間仕切
121の所定の高さに沿って際根太(又は根太ユニッ
ト)122を設け、その上に床パネル123の一辺を支
持する。際根太に接しない床パネル123の他の縁部
は、所定のピッチで基礎床(コンクリートスラブ)12
0上に配置したユニット支持脚101に片持たせの状態
で載せて取り付ける。ユニット支持脚101と床パネル
123の取付は、ユニット支持脚101の支持板110
上面に貼着した両面粘着シート114等を介して行い、
床パネル敷設時に床パネル123を両面粘着シート11
4に圧着して仮固定しておく。ユニット支持脚101の
支持板110の挿入孔111は床パネル123の縁部か
ら露出した状態とし、この挿入孔111を通してドライ
バー等により支持ボルト104を回し、床パネル123
のレベル(又は支持板110の上面位)を調節する。
An example of construction in the case of constructing a double floor using the unit support legs 101 assembled as described above is, for example, as shown in FIG. 11, first, a predetermined height of a room wall or partition 121 is set. An extra joist (or joist unit) 122 is provided along the side of which a side of the floor panel 123 is supported. The other edge of the floor panel 123 which does not contact the joist is connected to the foundation floor (concrete slab) 12 at a predetermined pitch.
The unit is mounted on the unit supporting leg 101 disposed on the top of the unit 0 in a state of being held in a cantilever manner. The unit support leg 101 and the floor panel 123 are attached by the support plate 110 of the unit support leg 101.
Through the double-sided adhesive sheet 114 or the like stuck on the upper surface,
When the floor panel is laid, the floor panel 123 is attached to the double-sided adhesive sheet 11.
It is crimped to 4 and temporarily fixed. The insertion hole 111 of the support plate 110 of the unit support leg 101 is exposed from the edge of the floor panel 123, and the support bolt 104 is turned by a driver or the like through the insertion hole 111, and the floor panel 123
(Or the upper surface of the support plate 110) is adjusted.

【0006】隣り合う床パネルも同様に、既に設置した
ユニット支持脚101上へ床パネル123のレベル調整
ができる所定の間隙を開けて載せ、同様に他のユニット
支持脚101を配置して取り付ける。このような作業を
床パネルごと繰り返し、床パネルを所定面積施工し、床
面レベルを調整した後、床パネル123からユニット支
持脚101の支持板110に対して釘打ちし、床パネル
123をユニット支持脚101に固定し、また接着剤溜
り113から接着剤を注入し、レベル調整用ナット10
8と支持ボルト104との間を接着・固定する。その
後、必要に応じて床パネル123の上に捨張り合板12
4を敷設するか、あるいは隣接する床パネル間の間隙を
覆うように比較的剛性のある粘着テープを貼着した後、
CFシート、絨毯、畳、木質フロアー材等の床仕上げ材
(図示せず)を敷設し、作業を完了する。
Similarly, adjacent floor panels are also mounted on the already installed unit support legs 101 with a predetermined gap for level adjustment of the floor panel 123, and other unit support legs 101 are similarly arranged and attached. Such work is repeated for each floor panel, the floor panel is constructed in a predetermined area, the floor level is adjusted, and then the floor panel 123 is nailed to the support plate 110 of the unit support leg 101 to form the floor panel 123 as a unit. The level adjusting nut 10 is fixed to the support leg 101 and the adhesive is injected from the adhesive reservoir 113.
8 and the support bolt 104 are bonded and fixed. Then, if necessary, the waste plywood 12 is placed on the floor panel 123.
After laying 4, or sticking a relatively rigid adhesive tape so as to cover the gap between adjacent floor panels,
A floor finishing material (not shown) such as a CF sheet, a carpet, a tatami mat, or a wooden floor material is laid and the work is completed.

【0007】[0007]

【発明が解決しようとする課題】前記したような従来の
ユニット支持脚101の場合、支持ボルト104はその
下部の鍔部105と共に中実材から一体成形されている
ため、生産性が悪いと共に、コスト増大の大きな要因と
なっている。コストの面からは、床高が低い、即ち支持
ボルト104の長さが短い場合にはそれ程大きな影響は
ないが、床高の高い二重床を施工する場合など、支持ボ
ルト104の長さが長くなる程大きなコストアップの要
因となっており、その対策が切実に求められている。ま
た、前記のようにして組み立てられたユニット支持脚1
01の基礎床120への固定は、従来、ユニット支持脚
101の接床基台102の下面に接着剤を一個一個塗布
して基礎床120の所定箇所に固着する方法が採用され
ているため、二重床の施工性が悪く、施工時間が長くな
ると共に施工コストも増大するなどの問題があった。さ
らに中実材の支持ボルトを用いた場合、ゴム緩衝性の基
台は介在しているものの、階上の床衝撃音や振動が階下
に伝わり易く、特に集合住宅等においては遮音・制振効
果のより一層の改善が求められている。
In the case of the conventional unit supporting leg 101 as described above, since the supporting bolt 104 is integrally molded from the solid material together with the lower flange portion 105, the productivity is poor and This is a major factor in cost increase. In terms of cost, when the floor height is low, that is, when the length of the support bolt 104 is short, there is no great influence, but when the double floor having a high floor height is constructed, the length of the support bolt 104 is small. The longer the length, the greater the cost increase, and the countermeasures against it are urgently required. Also, the unit support leg 1 assembled as described above
Since 01 is fixed to the base floor 120, conventionally, a method of applying an adhesive one by one to the lower surface of the floor contact base 102 of the unit support leg 101 and fixing it to a predetermined position of the base floor 120 is adopted. There was a problem that the construction workability of the double floor was poor, the construction time increased and the construction cost increased. Furthermore, when a solid support bolt is used, a rubber shock absorbing base intervenes, but floor impact noise and vibrations on the upper floors are easily transmitted to the lower floors. Further improvement is required.

【0008】従って、本発明の目的は、生産性良くかつ
低コストで製造でき、しかも長さが長いにも拘らず充分
な強度を有し、特に床高の高い二重床の施工に好適に用
いることができる支持ボルト及びそれを用いたユニット
支持脚を提供することにある。さらに本発明の目的は、
遮音・制振効果に優れた二重床を作業性、施工性良く構
築できる安価なユニット支持脚及びそれに用いる支持ボ
ルトを提供し、もって特に床高の高い二重床の施工コス
トの低減、工期の短縮化を図ることにある。
Therefore, an object of the present invention is that it can be manufactured with high productivity and at low cost, and has sufficient strength despite its long length, and is particularly suitable for construction of a double floor with a high floor height. It is to provide a supporting bolt that can be used and a unit supporting leg using the supporting bolt. Further objects of the present invention are:
We provide an inexpensive unit support leg that can build a double floor with excellent sound insulation and vibration control with good workability and workability, and support bolts used for it, thus reducing the construction cost of a double floor with a particularly high floor, construction period The goal is to shorten the

【0009】[0009]

【課題を解決するための手段】前記目的を達成するため
に、本発明によれば、接床基台と、該基台に回動自在に
立設された支持ボルトと、該支持ボルトの上部に螺合さ
れたレベル調整用ナットを介して高さ調整自在に装着さ
れた支持板とからなるユニット支持脚において、上記支
持ボルトが、その下部に側方に拡張された鍔部が形成さ
れ、かつ該鍔部より上方の外周面にネジ部が形成されて
いると共に頂端部に回転工具用係合部が形成された、中
央貫通孔を有する中空体から成ることを特徴とするユニ
ット支持脚が提供される。さらに本発明によれば、下部
に側方に拡張された鍔部が形成され、かつ該鍔部より上
方の外周面にネジ部が形成されていると共に頂端部に回
転工具用係合部が形成された、中央貫通孔を有する中空
体から成ることを特徴とするユニット支持脚用支持ボル
トが提供される。
In order to achieve the above object, according to the present invention, a floor contact base, a support bolt rotatably erected on the base, and an upper portion of the support bolt. In a unit support leg consisting of a support plate mounted so that its height can be freely adjusted via a level adjusting nut screwed to, the support bolt has a collar portion laterally expanded at its lower portion, A unit support leg is characterized by comprising a hollow body having a central through hole, in which a screw portion is formed on the outer peripheral surface above the flange portion and a rotary tool engaging portion is formed at the top end portion. Provided. Further, according to the present invention, a flange portion which is laterally expanded is formed in the lower portion, a screw portion is formed on the outer peripheral surface above the flange portion, and an engaging portion for a rotary tool is formed at the top end portion. A support bolt for a unit support leg is provided, which comprises a hollow body having a central through hole.

【0010】[0010]

【発明の実施の形態】本発明に係るユニット支持脚は、
支持ボルトとして、下部に鍔部が座屈成形されていると
共に該鍔部より上方の外周面にネジ部が形成された中空
体(中空パイプ)を用いることを特徴としている。従っ
て、その作製が容易であると共に、長さが長い支持ボル
トも低コストで製造でき、特に床高の高い二重床の施工
に好適に用いることができる。ところで、支持ボルトの
長さを長くするためには、従来の支持ボルトを中間部で
切断し、その間を中空パイプで接続することも考えられ
る。しかしながら、中空パイプの両端に支持ボルトの上
半部及び下半部を接合する場合、接合強度の点から、中
空パイプの両端部内周に雌ネジを切り、一旦螺着した後
に加締め、溶接等により固着する方法を採用する必要が
あるが、この方法の場合、支持ボルトの生産性が低下す
ると共に、中空パイプとボルト部分の接合箇所に応力集
中が起こり、この部分で折損する恐れがある。これに対
して、本発明の支持ボルトのように、中空パイプを素材
として一体物として作製した場合、このような問題がな
く、長さが長くても充分に高い強度を保持できる。ま
た、二重床の床面荷重に耐える所定の強度を保持するた
めのコストは、従来の中実材の支持ボルトに比べて低く
なる。
BEST MODE FOR CARRYING OUT THE INVENTION The unit support leg according to the present invention is
As the support bolt, a hollow body (hollow pipe) is used, in which a collar portion is formed by buckling at a lower portion and a screw portion is formed on an outer peripheral surface above the collar portion. Therefore, the production thereof is easy, and the supporting bolt having a long length can be produced at a low cost, and can be suitably used especially for construction of a double floor having a high floor height. By the way, in order to increase the length of the support bolt, it is conceivable to cut a conventional support bolt at an intermediate portion and connect a hollow pipe between them. However, when joining the upper and lower halves of the support bolt to both ends of the hollow pipe, from the viewpoint of joint strength, female threads are cut on the inner circumference of both ends of the hollow pipe, and once screwed, caulking, welding, etc. However, in this method, the productivity of the support bolt is reduced, and stress concentration occurs at the joint between the hollow pipe and the bolt portion, which may cause breakage at this portion. On the other hand, in the case of the support bolt of the present invention, when a hollow pipe is made as an integral body using a material, such a problem does not occur, and sufficiently high strength can be maintained even if the length is long. In addition, the cost for maintaining the predetermined strength to withstand the floor load of the double floor is lower than that of the conventional solid support bolt.

【0011】好適な態様においては、前記接床基台は、
前記支持ボルトの下部が挿入される垂直方向の貫通孔を
有し、かつその下面に該貫通孔から外表面にかけて延在
する溝が形成される。このような接床基台を有するユニ
ット支持脚の場合、レベル調整用ナット上部に形成され
た接着剤溜りから接着剤を注入すると、接着剤はレベル
調整用ナットと支持ボルトとの間に流入してその間を接
着・固定するだけでなく、前記支持ボルトの中央貫通孔
の中を流下して接床基台の下面に達し、該接床基台の下
面に形成されている溝内に浸入して接床基台と基礎床と
の間も接着・固定する。従って、一回の接着剤注入作業
によって、レベル調整用ナットと支持ボルトとの間の接
着・固定と、接床基台と基礎床との間の接着・固定を同
時に行うことができ、接着剤注入の作業性が格段に向上
する。また、接床基台の貫通孔とその下面に形成された
溝はエア・クッションの役割を果たすので、床に加えら
れる衝撃を緩和し、遮音・制振効果に優れている。さら
にまた、床衝撃音の伝播を防止する効果においては、従
来の中実の支持ボルトに比べて本発明のような中空の支
持ボルトの方が優れている。
In a preferred embodiment, the floor contact base is
A vertical through hole into which the lower portion of the support bolt is inserted is formed, and a groove extending from the through hole to the outer surface is formed on the lower surface thereof. In the case of a unit support leg having such a floor contact base, when the adhesive is injected from the adhesive reservoir formed above the level adjusting nut, the adhesive flows between the level adjusting nut and the support bolt. In addition to adhering and fixing between them, it also flows down through the central through hole of the support bolt to reach the lower surface of the floor-contacting base and penetrates into the groove formed on the lower surface of the floor-contacting base. The floor base and the base floor are also bonded and fixed together. Therefore, it is possible to simultaneously perform the adhesion / fixing between the level adjusting nut and the support bolt and the adhesion / fixing between the floor-contacting base and the foundation floor by a single injection of the adhesive. The workability of injection is greatly improved. Further, since the through hole of the floor-contacting base and the groove formed on the lower surface thereof serve as an air cushion, the impact applied to the floor is mitigated, and the sound insulation and vibration damping effect is excellent. Furthermore, the hollow support bolt according to the present invention is superior to the conventional solid support bolt in the effect of preventing the floor impact sound from propagating.

【0012】さらに、一旦組み込んだ支持ボルトが接床
基台の貫通孔から外れたり、二重床構築後、地震の際の
上下振動によって支持ボルトが接床基台の貫通孔から外
れて二重床が倒壊する危険性を防止するために、前記支
持ボルトの下端部に抜け止め用の係合手段を設けること
が好ましい。このような抜け止め用の係合手段としては
任意の手段を採用できるが、例えば、接床基台の貫通孔
を、上方から下方にかけて、支持ボルトの外径と略等し
い内径の小径部と該小径部よりも大きい内径の大径部と
からなる貫通孔とし、支持ボルトの下端を拡開して基台
の上記大径部の小径部近傍に拡開部が位置するようにし
たり、あるいは抜け止め用のEリング等を装着すること
ができる。また、別の態様としては、前記支持ボルトの
下端部に鍔部を形成し、接床基台内に該鍔部を受ける凹
部を形成するようにする。
Further, the support bolt once installed is disengaged from the through hole of the floor contact base, or after the double floor is constructed, the support bolt is disengaged from the through hole of the floor contact base due to vertical vibration during an earthquake. In order to prevent the risk of the floor collapsing, it is preferable that the lower end portion of the support bolt is provided with engagement means for retaining. Although any means can be adopted as the engagement means for preventing the slip-out, for example, a through-hole of the floor-contacting base is extended from the upper side to the lower side to form a small-diameter portion having an inner diameter substantially equal to the outer diameter of the support bolt. Make a through hole consisting of a large diameter part with an inner diameter larger than the small diameter part, and expand the lower end of the support bolt so that the expansion part is located near the small diameter part of the large diameter part of the base, or drop out. An E-ring for stopping can be attached. As another aspect, a flange is formed at the lower end of the support bolt, and a recess for receiving the flange is formed in the floor base.

【0013】[0013]

【実施例】以下、添付図面に示す実施例を説明しつつ本
発明についてさらに具体的に説明する。図1及び図2
は、本発明のユニット支持脚の一実施例の接床基台と支
持ボルトの組立状態を示している。なお、支持ボルトの
上部に螺合されるレベル調整用ナット及び該レベル調整
用ナットが装着される支持板は、従来知られているユニ
ット支持脚に使用されているものがすべて使用できるの
で、それらの図示及び説明は省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described more specifically with reference to the embodiments shown in the accompanying drawings. 1 and 2
FIG. 3 shows an assembled state of a floor-contact base and a support bolt of an embodiment of the unit support leg of the present invention. The level adjusting nut screwed onto the upper portion of the support bolt and the supporting plate on which the level adjusting nut is mounted can be any of the conventionally used unit supporting legs. Are not shown and described.

【0014】図1及び図2において、符号1は接床基
台、10はこれに回動自在に立設された支持ボルトを示
している。接床基台1はゴム、合成樹脂等の比較的硬質
の弾性材料から作製されて、コンクリートスラブの基礎
床面にジャストフィットし、かつ防振の機能を果たすよ
うにされている。そして、その中央部には支持ボルト1
0の下部の基端部13を挿入するための垂直方向の貫通
孔2が形成されている。該貫通孔2は、上方から下方に
かけて、支持ボルトの外径と略等しい内径の小径部3と
該小径部3よりも大きい内径の大径部4とからなり、貫
通孔2に段差部が形成されるように構成されている。ま
た、接床基台1の下面には、上記貫通孔2から外表面に
かけて延在する複数(図示の例では4個)の溝5が放射
状(十文字状)に形成されている。
In FIGS. 1 and 2, reference numeral 1 is a floor contact base, and 10 is a support bolt that is rotatably erected on the base. The floor-contacting base 1 is made of a relatively hard elastic material such as rubber or synthetic resin, and is adapted to just fit to the foundation floor surface of a concrete slab and to perform a vibration-proof function. And the support bolt 1
A vertical through hole 2 for inserting the lower base end portion 13 of 0 is formed. The through hole 2 is composed of a small diameter portion 3 having an inner diameter substantially equal to the outer diameter of the support bolt and a large diameter portion 4 having an inner diameter larger than the small diameter portion 3 from the upper side to the lower side, and a step portion is formed in the through hole 2. It is configured to be. Further, on the lower surface of the floor-contacting base 1, a plurality of (4 in the illustrated example) grooves 5 extending from the through-hole 2 to the outer surface are radially (cross-shaped) formed.

【0015】一方、支持ボルト10は、中央貫通孔15
を有する中空パイプから作製され、下端から上方に所定
距離離間した位置外周面に側方に突出する環状の鍔部1
1が座屈成形され、接床基台1に対する荷重受面が大き
くなるように構成されており、該鍔部11よりも上部に
ネジ部12が形成され、さらに支持ボルト10の頂端部
には回転用工具(六角レンチ)先端を嵌め込むための係
合部(六角頭部)14が成形されている。そして、支持
ボルト10の基端部13をワッシャ20を介して上記接
床基台1の貫通孔2に嵌挿し、基端部13下端を拡開す
ることにより、支持ボルト10は鍔部11を支持部とし
て接床基台1に回動自在に立設された状態となり、また
拡開された基端部13下端が基台1の貫通孔2の小径部
3と大径部4の間の段差部に掛止されるため、接床基台
1からの支持ボルト10の抜けが防止される。
On the other hand, the support bolt 10 has a central through hole 15
A ring-shaped collar portion 1 which is made of a hollow pipe having
1 is formed by buckling and is configured so that the load receiving surface for the floor-contacting base 1 is large, a screw portion 12 is formed above the collar portion 11, and the top end portion of the support bolt 10 is further formed. An engaging portion (hexagonal head) 14 for fitting the tip of a rotating tool (hexagonal wrench) is formed. Then, the base end portion 13 of the support bolt 10 is fitted into the through hole 2 of the floor-contacting base 1 via the washer 20 and the lower end of the base end portion 13 is expanded, so that the support bolt 10 has the collar portion 11. It is in a state of being rotatably erected on the floor-contacting base 1 as a support portion, and the lower end of the expanded base end portion 13 is located between the small diameter portion 3 and the large diameter portion 4 of the through hole 2 of the base 1. Since it is hooked on the stepped portion, the support bolt 10 is prevented from coming off from the floor-contacting base 1.

【0016】図3及び図4は、本発明のユニット支持脚
の他の実施例の接床基台と支持ボルトの組立状態を示し
ている。図3及び図4に示すユニット支持脚は、接床基
台1aの貫通孔2aに、上方から下方にかけて、支持ボ
ルトの外径と略等しい内径の小径部3aと該小径部3a
よりも大きい内径の大径部4aが形成され、また接床基
台1aの下面に、上記貫通孔2aから外表面にかけて延
在する複数(図示の例では4個)の溝5aが放射状(十
文字状)に形成されている点において前記実施例と同じ
である。一方、支持ボルト10aは、下端から上方に所
定距離離間した位置外周面に側方に突出する環状の鍔部
11aが座屈成形されている点は前記実施例と同じであ
るが、その頂端部にドライバーの先端を嵌め込む係合部
として溝部14aが形成され、また基端部13aの先端
部にEリングを嵌め込むためのリング状溝16が形成さ
れている点において前記実施例と異なる。この実施例の
場合、支持ボルト10aの基端部13aを接床基台1a
の貫通孔2a内に挿入した後、リング状溝16にEリン
グ21を嵌め込むことにより、接床基台1aから支持ボ
ルト10aが抜け出ることが防止される。なお、支持ボ
ルトの抜け止め手段としては、前記実施例のような手段
に限定されることはなく、各種の手段が採用可能であ
る。
FIGS. 3 and 4 show an assembled state of the floor contact base and the support bolt of another embodiment of the unit support leg of the present invention. The unit support leg shown in FIGS. 3 and 4 has a small diameter portion 3a having an inner diameter substantially equal to the outer diameter of the support bolt and the small diameter portion 3a in the through hole 2a of the floor contact base 1a from the upper side to the lower side.
A large-diameter portion 4a having a larger inner diameter is formed, and a plurality (four in the illustrated example) of grooves 5a extending from the through hole 2a to the outer surface are radially formed on the lower surface of the floor-contacting base 1a. It is the same as the above-mentioned embodiment in that it is formed into a shape. On the other hand, the support bolt 10a is the same as that of the above-mentioned embodiment in that the annular flange portion 11a protruding laterally is formed on the outer peripheral surface at a position spaced apart from the lower end by a predetermined distance, but the top end portion thereof is the same. A groove 14a is formed as an engaging portion into which the tip of the driver is fitted, and a ring-shaped groove 16 for fitting an E-ring is formed at the tip of the base end 13a, which is different from the above-described embodiment. In the case of this embodiment, the base end portion 13a of the support bolt 10a is connected to the floor contact base 1a.
After being inserted into the through hole 2a, the E-ring 21 is fitted into the ring-shaped groove 16 to prevent the support bolt 10a from coming out of the floor-contact base 1a. The means for preventing the support bolts from coming off is not limited to the means described in the above embodiment, and various means can be adopted.

【0017】図5及び図6は、本発明のユニット支持脚
の支持ボルトと接床基台の取付態様の別の実施例を示し
ている。この実施例の場合、接床基台1bの下面に貫通
孔2bから外表面にかけて延在する4個の溝5bが放射
状(十文字状)に形成されていることは前記した各実施
例と同様であるが、その上部に内側に折曲した複数(図
示の例では4個)の押え部6が突設され、該押え部6の
内側に支持ボルト10bの鍔部11bを受ける凹部7が
形成されている点において前記した各実施例とは異な
る。この実施例の場合、支持ボルト10bの下端部が座
屈成形されて先端に鍔部11bが形成され、この鍔部1
1bを上記接床基台1bの凹部7に挿入、配座させるこ
とにより、支持ボルト10bが接床基台1bに回動自在
に立設されると共に、上記押え部6により支持ボルト1
0bの接床基台1bからの抜けが防止される。
FIG. 5 and FIG. 6 show another embodiment of the mounting mode of the support bolts of the unit support legs and the floor contact base of the present invention. In the case of this embodiment, four grooves 5b extending from the through hole 2b to the outer surface are radially (cross-shaped) formed on the lower surface of the floor-contact base 1b, as in the above-described embodiments. However, a plurality of (in the illustrated example, four) pressing portions 6 that are bent inward are projected on the upper part thereof, and a concave portion 7 that receives the flange portion 11b of the support bolt 10b is formed inside the pressing portion 6. It is different from each of the above-mentioned embodiments in that. In the case of this embodiment, the lower end portion of the support bolt 10b is buckled to form the collar portion 11b at the tip.
The support bolt 10b is rotatably erected on the floor-contacting base 1b by inserting and locating 1b into the recess 7 of the floor-contacting base 1b.
It is possible to prevent 0b from coming off from the floor contact base 1b.

【0018】前記いずれの実施例においても、支持ボル
ト10,10a,10bの中央貫通孔15,15a,1
5bと接床基台1,1a,1bの貫通孔2,2a,2b
は連通しており、また接床基台1,1a,1bの貫通孔
2,2a,2bと下面に形成された溝5,5a,5bも
連通しているので、このようなユニット支持脚を用いて
前記従来技術で説明したように床パネルの敷設及び床面
レベルの調整を行った後、レベル調整用ナット上部に形
成された接着剤溜りから接着剤を注入すると、接着剤は
レベル調整用ナットと支持ボルトとの間に流入してその
間を接着・固定するだけでなく、前記支持ボルト10,
10a,10bの中央貫通孔15,15a,15bの中
を流下して接床基台の下面に達し、該接床基台1,1
a,1bの下面に形成されている溝5,5a,5b内に
浸入して接床基台と基礎床との間も接着・固定する。従
って、一回の接着剤注入作業によって、レベル調整用ナ
ットと支持ボルトとの間の接着・固定と、接床基台と基
礎床との間の接着・固定を同時に行うことができ、接着
剤注入の作業性が格段に向上する。また、接床基台1,
1a,1bの貫通孔2,2a,2bとその下面に形成さ
れた溝5,5a,5bはエア・クッションの役割を果た
すので、床に加えられる衝撃を緩和し、遮音・制振効果
に優れている。
In any of the above-mentioned embodiments, the central through holes 15, 15a, 1 of the support bolts 10, 10a, 10b.
5b and through-holes 2, 2a, 2b of the floor contact bases 1, 1a, 1b
Are in communication with each other, and the through holes 2, 2a, 2b of the floor contact bases 1, 1a, 1b are also in communication with the grooves 5, 5a, 5b formed on the lower surface. After laying the floor panel and adjusting the floor level as described in the prior art using the above, when the adhesive is injected from the adhesive reservoir formed on the level adjustment nut, the adhesive is used for level adjustment. Not only does it flow into the space between the nut and the support bolt to bond and fix the space therebetween, but the support bolt 10,
10a, 10b flow through the central through holes 15, 15a, 15b to reach the lower surface of the floor-contacting base, and the floor-contacting bases 1, 1
It also penetrates into the grooves 5, 5a, 5b formed on the lower surface of a, 1b to bond and fix also between the floor-contact base and the foundation floor. Therefore, it is possible to simultaneously perform the adhesion / fixing between the level adjusting nut and the support bolt and the adhesion / fixing between the floor-contacting base and the foundation floor by a single injection of the adhesive. The workability of injection is greatly improved. In addition, the flooring base 1,
The through holes 2, 2a, 2b of 1a, 1b and the grooves 5, 5a, 5b formed on the lower surface thereof serve as an air cushion, so that the impact applied to the floor is mitigated and the sound insulation and vibration damping effect is excellent. ing.

【0019】次に、前記したような支持ボルト10,1
0a,10bの鍔部11,11a,11bの座屈成形の
基本概念を図7乃至図9を参照して説明する。図7に示
す成形装置30において、符号31は台盤、40はパイ
プ把持装置、50はプレス装置、60は押え装置を示し
ている。まず、中空パイプの外周面所定範囲にネジ切り
を行い、その一端に回転工具用の係合部を成形した素材
70を、パイプ把持装置40の上部材41と下部材43
の各々の溝部42,44により形成される貫通孔内に配
置する。上部材41と下部材43の各溝部42,44の
成形側端部近傍には各々突起状のストッパー45,46
が突設されており、また上部材41はバネ47により下
部材43に向けて押圧されており、パイプ素材70をし
っかりと把持するように構成されている(図8参照)。
次いで、押え装置60の押え部材61をガイドレール6
2上を移動させ、把持装置40の一端部に配置し、固定
する。その後、プレス装置50の油圧シリンダ51を作
動させ、その先端に取り付けられているパンチ52によ
りパイプ素材70の一端部を座屈成形し、前記図2及び
図4に示すような鍔部を有する支持ボルトを成形する。
この際、パイプ素材70は内側に座屈することはない
が、プレスの方向性や鍔部の成形形状等の点から、パン
チ52の先端にパイプ素材70内に挿入されるピン53
を突設することが好ましい。
Next, the support bolts 10 and 1 as described above.
The basic concept of buckling forming of the collar portions 11, 11a, 11b of 0a, 10b will be described with reference to FIGS. 7 to 9. In the molding device 30 shown in FIG. 7, reference numeral 31 is a base, 40 is a pipe gripping device, 50 is a pressing device, and 60 is a holding device. First, the outer circumference of the hollow pipe is threaded in a predetermined range, and a raw material 70 in which an engaging portion for a rotary tool is formed at one end thereof is used as an upper member 41 and a lower member 43 of the pipe gripping device 40.
Are arranged in the through holes formed by the respective groove portions 42 and 44. Protrusion-shaped stoppers 45 and 46 are provided in the vicinity of the molding side end portions of the groove portions 42 and 44 of the upper member 41 and the lower member 43, respectively.
The upper member 41 is pressed toward the lower member 43 by the spring 47, and is configured to firmly grip the pipe material 70 (see FIG. 8).
Next, the pressing member 61 of the pressing device 60 is attached to the guide rail 6
2 is moved, placed on one end of the gripping device 40, and fixed. After that, the hydraulic cylinder 51 of the pressing device 50 is operated, one end of the pipe material 70 is buckled and formed by the punch 52 attached to the tip thereof, and the support having the flange portion as shown in FIG. 2 and FIG. Mold the bolt.
At this time, the pipe material 70 does not buckle inward, but the pin 53 inserted into the pipe material 70 at the tip of the punch 52 is in view of the directionality of the press and the shape of the flange.
Is preferably provided.

【0020】図9は、図5に示すようなパイプ素材の先
端に鍔部を座屈成形する場合の構成を示しており、成形
装置の基本的な構成は前記の場合と同様であるので説明
は省略する。このようなパイプ端末成形装置としては市
販の製品が使用可能であり、例えば(株)松村機械製作
所製タイプHDB、HTB、(有)ディップ製DPMシ
リーズ等が挙げられる。また、成形順序としては、ネジ
切り、回転工具用係合部成形後に鍔部成形を行ってもよ
く、あるいはその逆の順序でもよい。
FIG. 9 shows the construction in the case where the collar portion is buckled and formed at the tip of the pipe material as shown in FIG. 5, and the basic construction of the forming apparatus is the same as that in the case described above. Is omitted. A commercially available product can be used as such a pipe terminal molding apparatus, and examples thereof include Type HDB and HTB manufactured by Matsumura Machinery Co., Ltd., and DPM series manufactured by DIP. As for the forming order, the collar may be formed after the thread cutting, the forming of the rotary tool engaging portion, or the reverse order.

【0021】[0021]

【発明の効果】以上のように、本発明に係るユニット支
持脚は、中空パイプを素材として、下部に鍔部を座屈成
形すると共に該鍔部より上方の外周面にネジ部を形成し
た支持ボルトを用いているため、その作製が容易である
と共に、長さが長い支持ボルトも低コストで製造でき、
特に床高の高い二重床の施工に好適に用いることができ
る。また、本発明の支持ボルトは中空パイプを素材とし
て一体物として作製されているため、長さが長くても充
分に高い強度を保持でき、二重床の床面荷重に耐える所
定の強度を保持するためのコストは、従来の中実材の支
持ボルトに比べて低くなる。
As described above, the unit support leg according to the present invention is made of a hollow pipe, and is formed by buckling the collar portion on the lower portion and forming the screw portion on the outer peripheral surface above the collar portion. Since bolts are used, it is easy to make them, and long length support bolts can be manufactured at low cost.
Particularly, it can be suitably used for construction of a double floor with a high floor height. In addition, since the support bolt of the present invention is made of a hollow pipe as an integral body, it can maintain a sufficiently high strength even if the length is long, and retains a predetermined strength to withstand the floor load of a double floor. The cost for doing so is lower than that of conventional solid support bolts.

【0022】また、前記支持ボルトの下部が挿入される
垂直方向の貫通孔を有し、かつその下面に該貫通孔から
外表面にかけて延在する溝が形成された接床基台を有す
るユニット支持脚の場合、レベル調整用ナット上部に形
成された接着剤溜りから接着剤を注入する一回の接着剤
注入作業によって、レベル調整用ナットと支持ボルトと
の間の接着・固定と、接床基台と基礎床との間の接着・
固定を同時に行うことができ、接着剤注入の作業性が格
段に向上する。また、接床基台の貫通孔とその下面に形
成された溝はエア・クッションの役割を果たすので、床
に加えられる衝撃を緩和し、遮音・制振効果に優れてい
る。さらにまた、本発明のような中空の支持ボルトを用
いたユニット支持脚は、従来の中実の支持ボルトを用い
たユニット支持脚に比べて、床衝撃音の伝播を防止する
効果において優れている。さらにまた、前記支持ボルト
の下端部に抜け止め用の係合手段を設けることにより、
耐震性に優れた二重床構造を構築することができる。
A unit support having a flooring base having a vertical through hole into which the lower portion of the support bolt is inserted, and a groove extending from the through hole to the outer surface is formed on the lower surface thereof. In the case of legs, the adhesive is injected from the adhesive reservoir formed on the upper part of the level adjusting nut. Adhesion between the base and the base floor
The fixing can be performed at the same time, and the workability of the adhesive injection is remarkably improved. Further, since the through hole of the floor-contacting base and the groove formed on the lower surface thereof serve as an air cushion, the impact applied to the floor is mitigated, and the sound insulation and vibration damping effect is excellent. Furthermore, the unit support leg using the hollow support bolt as in the present invention is superior to the unit support leg using the conventional solid support bolt in the effect of preventing the propagation of the floor impact sound. . Furthermore, by providing engagement means for preventing slippage at the lower end of the support bolt,
It is possible to build a double floor structure with excellent earthquake resistance.

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

【図1】本発明に係るユニット支持脚の一実施例の接床
基台と支持ボルトの組立状態を示す平面図である。
FIG. 1 is a plan view showing an assembled state of a floor contact base and a support bolt of an embodiment of a unit support leg according to the present invention.

【図2】本発明に係るユニット支持脚の一実施例の接床
基台と支持ボルトの組立状態を示す部分破断側面図であ
る。
FIG. 2 is a partially cutaway side view showing an assembled state of a floor contact base and a support bolt of an embodiment of a unit support leg according to the present invention.

【図3】本発明に係るユニット支持脚の別の実施例の接
床基台と支持ボルトの組立状態を示す平面図である。
FIG. 3 is a plan view showing an assembled state of a floor contact base and a support bolt of another embodiment of the unit support leg according to the present invention.

【図4】本発明に係るユニット支持脚の別の実施例の接
床基台と支持ボルトの組立状態を示す部分破断側面図で
ある。
FIG. 4 is a partially cutaway side view showing an assembled state of a floor contact base and a support bolt of another embodiment of the unit support leg according to the present invention.

【図5】本発明に係るユニット支持脚のさらに別の実施
例の接床基台と支持ボルトの取付部の状態を示す部分破
断側面図である。
FIG. 5 is a partially cutaway side view showing a state of a floor base and an attachment portion of a support bolt of still another embodiment of the unit support leg according to the present invention.

【図6】図5に示す接床基台の斜視図である。6 is a perspective view of the floor contact base shown in FIG. 5. FIG.

【図7】本発明に係る支持ボルトの鍔部の座屈成形用の
成形装置の一例を示す概略側面図である。
FIG. 7 is a schematic side view showing an example of a forming apparatus for buckling forming of a collar portion of a support bolt according to the present invention.

【図8】図7に示す成形装置による中空パイプの座屈成
形の一例の概略説明図である。
8 is a schematic explanatory view of an example of buckling forming of a hollow pipe by the forming apparatus shown in FIG.

【図9】図7に示す成形装置による中空パイプの座屈成
形の別の例の概略説明図である。
9 is a schematic explanatory view of another example of buckling forming of a hollow pipe by the forming apparatus shown in FIG.

【図10】従来のユニット支持脚の一例の部分断面側面
図である。
FIG. 10 is a partial cross-sectional side view of an example of a conventional unit support leg.

【図11】従来のユニット支持脚を用いて二重床の床パ
ネルまで施工した状態を示す破断斜視図である。
FIG. 11 is a cutaway perspective view showing a state where a floor panel of a double floor is constructed using conventional unit support legs.

【符号の説明】[Explanation of symbols]

1,1a,1b 接床基台 2,2a,2b 貫通孔 3,3a 小径部 4,4a 大径部 5,5a,5b 溝 10,10a,10b 支持ボルト 11,11a,11b 鍔部 12,12a ネジ部 14,14a 回転工具用係合部 15,15a,15b 中央貫通孔 101 ユニット支持脚 102 接床基台 108 レベル調整用ナット 110 支持板 113 接着剤溜り 120 基礎床(コンクリートスラブ) 123 床パネル 1, 1a, 1b Floor base 2, 2a, 2b Through hole 3, 3a Small diameter part 4, 4a Large diameter part 5, 5a, 5b Groove 10, 10a, 10b Support bolt 11, 11a, 11b Collar part 12, 12a Screw part 14, 14a Engagement part for rotary tool 15, 15a, 15b Central through hole 101 Unit support leg 102 Grounding base 108 Level adjusting nut 110 Support plate 113 Adhesive reservoir 120 Base floor (concrete slab) 123 Floor panel

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 接床基台と、該基台に回動自在に立設さ
れた支持ボルトと、該支持ボルトの上部に螺合されたレ
ベル調整用ナットを介して高さ調整自在に装着された支
持板とからなるユニット支持脚において、上記支持ボル
トが、その下部に側方に拡張された鍔部が形成され、か
つ該鍔部より上方の外周面にネジ部が形成されていると
共に頂端部に回転工具用係合部が形成された、中央貫通
孔を有する中空体から成ることを特徴とするユニット支
持脚。
1. A height-adjustable mount via a floor-mounting base, a support bolt rotatably erected on the base, and a level adjusting nut screwed onto the upper part of the support bolt. In the unit support leg composed of a support plate formed with the support plate, the support bolt has a flange portion that is laterally expanded at a lower portion of the support bolt, and a screw portion is formed on an outer peripheral surface above the flange portion. A unit support leg comprising a hollow body having a central through hole, in which a rotary tool engagement portion is formed at a top end portion.
【請求項2】 前記接床基台が、前記支持ボルトの下部
が挿入される垂直方向の貫通孔を有し、かつその下面に
該貫通孔から外表面にかけて延在する溝が形成されてい
ることを特徴とする請求項1に記載のユニット支持脚。
2. The floor contact base has a vertical through hole into which the lower portion of the support bolt is inserted, and a groove extending from the through hole to the outer surface is formed on the lower surface thereof. The unit support leg according to claim 1, wherein:
【請求項3】 前記支持ボルトの下端部に抜け止め用の
係合手段が設けられていることを特徴とする請求項1又
は2に記載のユニット支持脚。
3. The unit support leg according to claim 1, wherein engagement means for retaining is provided at a lower end portion of the support bolt.
【請求項4】 前記支持ボルトの下端部に鍔部が形成さ
れ、前記接床基台内に該鍔部を受ける凹部が形成されて
いることを特徴とする請求項1又は2に記載のユニット
支持脚。
4. The unit according to claim 1, wherein a collar portion is formed at a lower end portion of the support bolt, and a concave portion for receiving the collar portion is formed in the floor-contacting base. Support legs.
【請求項5】 下部に側方に拡張された鍔部が形成さ
れ、かつ該鍔部より上方の外周面にネジ部が形成されて
いると共に頂端部に回転工具用係合部が形成された中央
貫通孔を有する中空体から成るユニット支持脚用支持ボ
ルト。
5. A flange portion which is laterally expanded is formed in a lower portion, a screw portion is formed on an outer peripheral surface above the flange portion, and an engaging portion for a rotary tool is formed at a top end portion. A support bolt for a unit support leg, which is a hollow body having a central through hole.
JP14971896A 1996-05-22 1996-05-22 Unit support leg and support bolt used for it Expired - Lifetime JP3571463B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14971896A JP3571463B2 (en) 1996-05-22 1996-05-22 Unit support leg and support bolt used for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14971896A JP3571463B2 (en) 1996-05-22 1996-05-22 Unit support leg and support bolt used for it

Publications (2)

Publication Number Publication Date
JPH09310465A true JPH09310465A (en) 1997-12-02
JP3571463B2 JP3571463B2 (en) 2004-09-29

Family

ID=15481312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14971896A Expired - Lifetime JP3571463B2 (en) 1996-05-22 1996-05-22 Unit support leg and support bolt used for it

Country Status (1)

Country Link
JP (1) JP3571463B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101070742B1 (en) * 2003-02-06 2011-10-07 타이세이 일렉트로닉 인더스트리스, 코., 엘티디. Sound shutting floor structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101070742B1 (en) * 2003-02-06 2011-10-07 타이세이 일렉트로닉 인더스트리스, 코., 엘티디. Sound shutting floor structure

Also Published As

Publication number Publication date
JP3571463B2 (en) 2004-09-29

Similar Documents

Publication Publication Date Title
JP3527187B2 (en) Unit support leg and double floor construction method using the same
JPH09310465A (en) Unit supporting leg and supporting bolt used for it
JPH10115079A (en) Unit support leg
JP3822732B2 (en) Insulating double floor construction method and insulating double floor unit and floor panel with heat insulating material used therefor
JP3825872B2 (en) Double floor support leg and double floor reinforcement and repair method using the same
JP3592047B2 (en) Unit support leg
JP2564446Y2 (en) Floor support
JP3789616B2 (en) Unit support leg and double floor construction method using the same
JP2583184Y2 (en) Unit support leg
JPH061581U (en) Floor board support device
JP3837216B2 (en) Insulated double floor unit
JP3790615B2 (en) Construction method of heat insulation double floor using floor panel with insulation
JP3527186B2 (en) Unit support leg and double floor construction method using the same
JP2596362Y2 (en) Floor support device
JP2001065168A (en) Insulated panel and method of constructing insulated double floor using the same
JPH061573U (en) Floor board support device
JPH05280181A (en) Structure of movable tokonoma and construction method thereof
JP4825613B2 (en) High density fiberboard and floor structure
JP2561898Y2 (en) Floor support
JPS6123157Y2 (en)
JP2578190Y2 (en) Floor support
JPH07305442A (en) Floor construction of house wherein unit support leg is used
JP2602668Y2 (en) Floor support device
JPH086944Y2 (en) Supporting legs for the floor
JP2582518Y2 (en) Floor support

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20031215

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20031215

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20031215

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20040115

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040120

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040316

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040413

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040512

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: 20040608

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040624

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

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

Free format text: PAYMENT UNTIL: 20080702

Year of fee payment: 4

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

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

Free format text: PAYMENT UNTIL: 20090702

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20090702

Year of fee payment: 5

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

Free format text: PAYMENT UNTIL: 20100702

Year of fee payment: 6

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

Free format text: PAYMENT UNTIL: 20110702

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20110702

Year of fee payment: 7

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

Free format text: PAYMENT UNTIL: 20120702

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20120702

Year of fee payment: 8

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

Free format text: PAYMENT UNTIL: 20130702

Year of fee payment: 9

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

EXPY Cancellation because of completion of term