JPH0328099Y2 - - Google Patents

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Publication number
JPH0328099Y2
JPH0328099Y2 JP1984131548U JP13154884U JPH0328099Y2 JP H0328099 Y2 JPH0328099 Y2 JP H0328099Y2 JP 1984131548 U JP1984131548 U JP 1984131548U JP 13154884 U JP13154884 U JP 13154884U JP H0328099 Y2 JPH0328099 Y2 JP H0328099Y2
Authority
JP
Japan
Prior art keywords
bending
bent
plate material
underfloor
underfloor 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.)
Expired
Application number
JP1984131548U
Other languages
Japanese (ja)
Other versions
JPS6145537U (en
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 filed Critical
Priority to JP13154884U priority Critical patent/JPS6145537U/en
Publication of JPS6145537U publication Critical patent/JPS6145537U/en
Application granted granted Critical
Publication of JPH0328099Y2 publication Critical patent/JPH0328099Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、特に体育館などの振動や騒音の発
生の激しい場所の床下支持に使用して好適な床下
支持用束柱に関するものである。
[Detailed Description of the Invention] (Industrial Field of Application) This invention relates to an underfloor support bundle column suitable for use in underfloor support in places where vibrations and noise are intense, such as gymnasiums in particular.

(従来技術) 従来、特に防振、防音を主体にして設計された
床下支持構造としては、次に示すようなものがあ
つた。
(Prior Art) Conventionally, there have been the following underfloor support structures designed with particular emphasis on vibration isolation and sound insulation.

第1図は、従来の床下支持構造の一例を示すも
のである。
FIG. 1 shows an example of a conventional underfloor support structure.

この床下支持構造においては、まず、基礎とな
るコンクリートスラブ1の床下支持用束柱の取付
位置に合わせて墨出しを行つた後、ストーンドリ
ル等を使用してコンクリートスラブ1に穴開け加
工し、アンカーボルト2を打ち込む。次にこのア
ンカーボルト2のねじ部2aに床下支持用束柱3
をゴムパツキン2bを介してねじ込む。
In this underfloor support structure, first, the concrete slab 1 serving as the foundation is marked in accordance with the installation position of the underfloor support pillars, and then holes are drilled in the concrete slab 1 using a stone drill or the like. Drive in anchor bolt 2. Next, attach the underfloor support bundle column 3 to the threaded portion 2a of this anchor bolt 2.
screw in through the rubber gasket 2b.

この束柱3は、円筒部材4と、台座5と、ナツ
ト6と、上蓋7と、ナツト8とから構成されてお
り、この場合、円筒部材4と台座5とが溶接部9
で固定され、台座5とナツト6とが溶接部10で
固定され、上蓋7と円筒部材4とが溶接部11で
固定され、上蓋7とナツト8とが溶接部12で固
定されている。
This bundle post 3 is composed of a cylindrical member 4, a pedestal 5, a nut 6, an upper cover 7, and a nut 8. In this case, the cylindrical member 4 and the pedestal 5 are connected to a welded portion 9.
The base 5 and the nut 6 are fixed at a welding part 10, the upper cover 7 and the cylindrical member 4 are fixed at a welding part 11, and the upper cover 7 and the nut 8 are fixed at a welding part 12.

そこで、束柱3の下端側ナツト6をアンカーボ
ルト2のねじ部2aにねじ込んで束柱3をコンク
リートスラブ1に固定した後、束柱3の上端側ナ
ツト8に調整ボルト15をねじ込み、あらかじめ
調整ボルト15に嵌めておいた調整ナツト17を
スプリングワツシヤー16を介して締め付け、続
いて、前記調整ボルト15に締付けナツト18,
19、平ワツシヤー21a、バウンド防振ゴム2
2、平ワツシヤー21bを取り付けた後、上部ボ
ルト23に大引鋼24を嵌合して流す。
Therefore, after fixing the bundle column 3 to the concrete slab 1 by screwing the lower end side nut 6 of the bundle column 3 into the threaded part 2a of the anchor bolt 2, the adjustment bolt 15 is screwed into the upper end side nut 8 of the bundle column 3, and the adjustment is made in advance. Tighten the adjusting nut 17 fitted onto the bolt 15 via the spring washer 16, then tighten the tightening nut 18, onto the adjusting bolt 15.
19, Flat washers 21a, Bound anti-vibration rubber 2
2. After attaching the flat washer 21b, fit the large tension steel 24 to the upper bolt 23 and let it flow.

この大引鋼24を流し終つた後にレベル調整を
行い、レベル調整後は、上部ボルト23に防振ゴ
ム25、ワツシヤー26、ナツト27を順次取付
け、再レベル調整して完全締付けをする。このと
き、防振ゴム22,25の効果をなくさない様に
するため、その締付けは適宜調整して行う。
After pouring this steel 24, the level is adjusted, and after the level adjustment, the vibration isolating rubber 25, washer 26, and nut 27 are sequentially attached to the upper bolt 23, and the level is adjusted again and completely tightened. At this time, in order not to lose the effect of the vibration isolating rubbers 22 and 25, the tightening thereof is adjusted as appropriate.

次に、大引鋼24を流し終つた後、あらかじめ
根太鋼28を流す個所に墨出しをし、その位置に
根太パツキング29を接着した後、根太鋼28を
流し、タツピングビス30を取付けて完全締付け
をする。次いで、根太鋼28上に捨貼用合板31
を固定した後、仕上床材32をタツピングビス3
3にて固定し、最後に糊付埋木33を埋設して、
施工を完了するものである。
Next, after pouring the large pull steel 24, mark out in advance the area where the joist steel 28 will be poured, and after gluing the joist packing 29 at that position, pour the joist steel 28, and install the tapping screw 30 and tighten it completely. do. Next, a plywood board 31 for pasting is placed on the joist steel 28.
After fixing the finishing flooring material 32, use the tapping screws 3.
3, and finally bury the glued wood 33.
This completes the construction.

しかしながら、前述した第1図に示す従来の床
下支持構造に用いられる束柱3は、これを構成す
る円筒部材4、台座5、ナツト6、上蓋7、ナツ
ト8をそれぞれ溶接して組立てるため、溶接部
9,10,11,12が非常に多くなり(各溶接
部で最小4個所としても少なくとも16個所)、作
業が面倒になるという欠点があつた。又、部品点
数が多く生産コストが高くなるという欠点もあつ
た。
However, the bundle column 3 used in the conventional underfloor support structure shown in FIG. The disadvantage is that there are a large number of welds 9, 10, 11, and 12 (at least 16 at each weld, even if the minimum is 4), making the work cumbersome. Another disadvantage was that the number of parts was large and production costs were high.

(考案の目的) この考案は、上述した従来の欠点を解決するた
めになされたもので、床下支持用束柱において、
その組立に溶接手段を使用することは一切なく、
座屈に強く、しかもコストの低い床下支持用束柱
を提供することを目的としている。
(Purpose of the invention) This invention was made to solve the above-mentioned conventional drawbacks.
No welding methods are used in its assembly;
The purpose of the present invention is to provide a bundle column for underfloor support that is resistant to buckling and is low in cost.

(考案の構成) この考案は、板材の本体部を上下方向の二以上
の折曲線で三以上の領域に区分して、前記三以上
の領域のうち二以上の領域における板材の上辺側
に内曲げ用折曲片を形成すると共に二以上の領域
における板材の下辺側に外曲げ用折曲片を形成
し、前記板材の本体部を前記二以上の折曲線で左
右方向に折曲した状態で前記二以上の内曲げ用折
曲片を相互に重合させて床材側支持部に形成する
と共に前記二以上の外曲げ用折曲片を側方に張出
させて基礎側固定部に形成した構成としたことを
特徴としており、これによつて床下支持用束柱の
組立時に溶接手段を必ずしも使わなくてもすむよ
うにしたものである。
(Structure of the device) This device divides the main body of the plate into three or more areas with two or more folding lines in the vertical direction, and the inner part of the upper side of the plate in two or more of the three or more areas. A bent piece for bending is formed, and a bent piece for outward bending is formed on the lower side of the plate material in two or more areas, and the main body of the plate material is bent in the left and right direction along the two or more folding lines. The two or more bent pieces for inner bending are superimposed on each other to form a floor material side support part, and the two or more bent pieces for outer bending are made to extend laterally to form a foundation side fixing part. This feature makes it possible to eliminate the need to use welding means when assembling the underfloor support bundle column.

(実施例) 以下、この考案の実施例を図面に基づいて説明
する。
(Example) Hereinafter, an example of this invention will be described based on the drawings.

第2図は、この考案の一実施例による床下支持
用束柱の展開図、第3図は斜視図である。
FIG. 2 is a developed view of an underfloor support bundle column according to an embodiment of the invention, and FIG. 3 is a perspective view.

図に示す床下支持用束柱41は、板材42の本
体部43を上下方向の二つの折曲線で三つの領域
に区分して平板部44と湾曲部45と平板部46
とを設け、前記平板部44,46の上辺側に一片
が円弧状をなす内曲げ用折曲片47,48を形成
すると共に下辺側に矩形の外曲げ用折曲片51,
52を形成し、前記内曲げ用折曲片47,48に
は各々ボルト挿通孔53,54を形成すると共に
外曲げ用折曲片51,52には各々バツフアーピ
ン挿通孔56,57を形成した板材42を用いた
ものであり、前記板材42の本体部43を上下方
向の二つの折曲線で左右方向に折曲して湾曲部4
5を湾曲させて両平板部44,46をほぼ平行な
状態とし、前記内曲げ用折曲片47,48を相互
に重合させて前記各ボルト挿通孔53,54を一
致させてこの部分を床材側支持部58に形成する
と共に、前記外曲げ用折曲片51,52を側方に
張出させて基礎側固定部59に形成したものであ
る。
The underfloor support bundle column 41 shown in the figure is constructed by dividing a main body 43 of a plate material 42 into three areas by two folding lines in the vertical direction, a flat plate part 44, a curved part 45, and a flat plate part 46.
Inward bending pieces 47, 48 each having an arc shape are formed on the upper side of the flat plate portions 44, 46, and rectangular outward bending pieces 51, on the lower side.
52, bolt insertion holes 53, 54 are formed in the bent pieces 47, 48 for inner bending, and buffer pin insertion holes 56, 57 are formed in the bent pieces 51, 52 for outer bending, respectively. 42 is used, and the main body portion 43 of the plate material 42 is bent in the horizontal direction along two folding lines in the vertical direction to form the curved portion 4.
5 is bent to make both flat plate parts 44, 46 almost parallel, and the bent pieces 47, 48 for inward bending are overlapped with each other so that the bolt insertion holes 53, 54 are aligned, and this part is placed on the floor. It is formed in the material side support part 58 and is formed in the foundation side fixing part 59 by making the bent pieces 51 and 52 for outward bending protrude laterally.

第4図は前記第3図に示した床下支持用束柱4
1を用いて床下支持を行う構造を示す図であつ
て、施工に際しては、基礎となるコンクリートス
ラブ1の所定位置にゴムパツキン60を介して床
下支持用束柱41を置き、バツフアーピン挿通孔
56,57にバツフアーピン61,62を各々挿
し込んでコンクリートスラブ1に打ち込むことに
より床下支持用束柱41を固定する。
Figure 4 shows the underfloor support bundle column 4 shown in Figure 3 above.
1 is a diagram illustrating a structure in which underfloor support is provided using the concrete slab 1. During construction, underfloor support bundles 41 are placed at predetermined positions of the concrete slab 1 serving as a foundation via rubber packings 60, and buffer pin insertion holes 56, 57 are installed. The underfloor support bundle column 41 is fixed by inserting buffer pins 61 and 62 into the concrete slab 1, respectively.

次に、調整ボルト15にあらかじめスプリング
ワツシヤー16および調整ナツト17を嵌めた状
態として、この調整ボルト15を床材側支持部5
8のボルト挿通孔53,54に挿通し、調整ボル
ト15の下方より締付けナツト14をねじ込むこ
とによつて、床下支持用束柱41に調整ボルト1
5を固定する。
Next, with the spring washer 16 and adjustment nut 17 fitted in advance to the adjustment bolt 15, the adjustment bolt 15 is attached to the floor material side support portion 5.
By inserting the adjustment bolt 14 into the bolt insertion holes 53 and 54 of 8 and screwing the tightening nut 14 from below the adjustment bolt 15, the adjustment bolt 1 is inserted into the underfloor support bundle column 41.
Fix 5.

その後は第1図をもとにして説明したと同様に
してバウンド防振ゴム22、大引鋼24、根太鋼
28等を組み立て、仕上床材32を設置して仕上
げる。
Thereafter, in the same manner as described with reference to FIG. 1, the bound vibration isolating rubber 22, the large tension steel 24, the joist steel 28, etc. are assembled, and the finished flooring material 32 is installed and finished.

なお、他の実施例として、ボルト挿通孔53,
54にめねじ孔を形成することもでき、このよう
にした場合には、一方のナツト14を用いなくと
もナツト17の締付けにより調整ボルト15の固
定が可能である。
In addition, as another example, the bolt insertion hole 53,
It is also possible to form a female threaded hole in 54, and in this case, the adjustment bolt 15 can be fixed by tightening the nut 17 without using one of the nuts 14.

第5図および第6図はこの考案のさらに他の実
施例を示す図であつて、図に示す床下支持用束柱
71は、板材72の本体部73を上下方向の二つ
の折曲線l1,l2により三つの領域となる平板部7
4,75,76に区分し、平板部74,75,7
6の上辺側に各々三角形状の内曲げ用折曲片7
7,78,79を形成すると共に下辺側に矩形の
外曲げ用折曲片80,81,82を形成し、前記
内曲げ用折曲片77,78,79には各々ボルト
挿通孔83,84,85を形成すると共に外曲げ
用折曲片80,81,82には各々バツフアーピ
ン挿通孔86,87,88を形成した板材72を
用いたものであり、前記板材72の本体部73を
折曲線l1,l2で左右方向に各々60゜折曲して三角形
状とし、前記内曲げ用折曲片77,78,79を
相互に重合させて前記各ボルト挿通孔83,8
4,85を一致させてこの部分を床材側支持部5
8に形成し、前記ボルト挿通孔83,84,85
には通しで前記調整ボルト15をねじ込むための
めねじ89を形成すると共に、前記外曲げ用折曲
片80,81,82を側方に張出させて基礎側固
定部59に形成したものである。
FIG. 5 and FIG. 6 are views showing still another embodiment of this invention, and the underfloor support bundle column 71 shown in the figures has a main body 73 of a plate material 72 formed by two folding lines l 1 in the vertical direction. , l 2 , the flat plate part 7 becomes three regions.
Divided into 4, 75, 76, flat plate parts 74, 75, 7
Triangular inner bending pieces 7 on the upper side of 6.
7, 78, 79, and rectangular bent pieces 80, 81, 82 for outward bending are formed on the lower side, and bolt insertion holes 83, 84 are formed in the bent pieces 77, 78, 79 for inward bending, respectively. , 85 and buffer pin insertion holes 86, 87, 88 are formed in the bent pieces 80, 81, 82 for outward bending, respectively. The bent pieces 77, 78, 79 for inward bending are overlapped with each other to form a triangular shape by bending 60 degrees in the left and right directions at l 1 and l 2, respectively, and the bolt insertion holes 83, 8 are made to overlap each other.
4 and 85 and attach this part to the floor material side support part 5.
8, and the bolt insertion holes 83, 84, 85
A female thread 89 for screwing the adjustment bolt 15 is formed through the base side fixing part 59, and the bending pieces 80, 81, 82 for outward bending are formed in the base side fixing part 59 so as to extend laterally. be.

第7図および第8図はこの考案のさらに他の実
施例を示す図であつて、図に示す床下支持用束柱
71は、板材72の本体部73を上下方向の三つ
の折曲線l1,l2,l3により四つの領域となる平板
部に形成し、前記折曲線l1,l2,l3で90゜折曲して
平面矩形状の床下支持用束柱71とし、上側の重
合部分を床材側支持部58に形成すると共に下側
の外曲げ部分を基礎側固定部59に形成した場合
を示している。
FIGS. 7 and 8 are views showing still another embodiment of this invention, and the underfloor support bundle column 71 shown in the figures has a main body 73 of a plate material 72 arranged along three folding lines l 1 in the vertical direction. , l 2 , l 3 to form a flat plate part with four areas, and bend it by 90 degrees at the bending lines l 1 , l 2 , l 3 to form a rectangular planar underfloor support bundle column 71 , and the upper A case is shown in which the overlapping portion is formed in the floor material side supporting portion 58 and the lower outwardly bent portion is formed in the foundation side fixing portion 59.

第9図および第10図はこの考案のさらに他の
実施例を示す図であつて、図に示す床下支持用束
柱71は、板材72の本体部73を上下方向の五
つの折曲線l1〜l5により六つの領域となる平板部
に形成し、これらのうち二つの平板部の上辺側に
六角形状の内曲げ用折曲辺77,78を形成する
と共に、三つの平板部の下辺側に四角形状の外曲
げ用折曲片80,81,82を形成して、前記折
曲線l1〜l5で30゜折曲することにより平面六角形状
の床下支持用束柱71とし、上側の重合部分を床
材側支持部58に形成すると共に外曲げ用折曲片
80,81,82の外曲げ部分を基礎側固定部5
9に形成した場合を示している。
FIG. 9 and FIG. 10 are views showing still another embodiment of this invention, and the underfloor support bundle column 71 shown in the figures has a main body 73 of a plate material 72 arranged along five folding lines l 1 in the vertical direction. ~ l 5 is formed into a flat plate part that becomes six areas, and hexagonal bent sides 77 and 78 for inward bending are formed on the upper side of two of these flat plate parts, and the lower sides of the three flat plate parts are formed. By forming rectangular outward bending pieces 80, 81, and 82 and bending them by 30 degrees at the bending lines l1 to l5 , the underfloor support bundle column 71 is hexagonal in plane. The overlapping portion is formed on the floor material side support portion 58, and the outer bent portions of the bent pieces 80, 81, 82 for outward bending are formed on the foundation side fixing portion 5.
9 is shown.

(考案の効果) 以上説明してきたように、この考案による床下
支持用束柱は、板材の本体部を上下方向の二以上
の折曲線で三以上の領域に区分して、前記三以上
の領域のうち二以上の領域における板材の上辺側
に内曲げ用折曲片を形成すると共に二以上の領域
における下辺側に外曲げ用折曲片を形成し、前記
板材の本体部を前記二以上の折曲線で左右方向に
折曲した状態で前記二以上の内曲げ用折曲片を相
互に重合させて床材側支持部に形成すると共に前
記二以上の外曲げ用折曲片を側方に張出させて基
礎側固定部に形成する構成としたから、プレスに
より所定の輪郭で切断した板材を折曲成形するこ
とにより床下支持用束柱の製作ができ、その製作
に溶接手段を使用する必要性は必ずしもないた
め、溶接による作業性の悪化や溶接部の腐食とい
つた問題がなく、また製作後においては座屈に対
して著しく強いものとなり、コストの低い床下支
持用束柱を提供することができるという非常に優
れた効果をもたらしうるものである。
(Effects of the invention) As explained above, the underfloor support bundle column according to this invention divides the main body of the plate material into three or more areas by two or more folding lines in the vertical direction, and divides the three or more areas. A bent piece for inward bending is formed on the upper side of the plate in two or more areas, and a bent piece for outward bending is formed on the lower side of the two or more areas, and the main body of the plate is formed on the upper side of the plate in two or more areas. The two or more bent pieces for inner bending are overlapped with each other in a state of being bent in the left-right direction along the folding line to form a floor material side support part, and the two or more bent pieces for outer bending are bent laterally. Since the structure is such that it is extended and formed at the foundation side fixed part, the underfloor support bundle can be manufactured by bending and forming the plate material cut to a predetermined contour using a press, and welding is used for its manufacture. Since it is not necessarily necessary, there are no problems such as deterioration of workability due to welding or corrosion of welded parts, and after manufacturing, it is extremely resistant to buckling, providing a low-cost bundle column for underfloor support. It can bring about very good effects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の床下支持用束柱を用いた床下支
持構造の一例を示す説明図、第2図および第3図
はこの考案の一実施例による床下支持用束柱の展
開説明図および斜面説明図、第4図は第3図の床
下支持用束柱を使用した床下支持構造の一例を示
す説明図、第5図および第6図、第7図および第
8図、第9図および第10図は各々この考案のさ
らに他の実施例による床下支持用束柱の展開説明
図および斜面説明図である。 41,71……床下支持用束柱、42,72…
…板材、43,73……板材の本体部、47,4
8,77,78,79……内曲げ用折曲片、5
1,52,80,81,82……外曲げ用折曲
片、58……床材側支持部、59……基礎側支持
部。
FIG. 1 is an explanatory diagram showing an example of an underfloor support structure using conventional underfloor support bundle columns, and FIGS. 2 and 3 are developed explanatory diagrams and slopes of an underfloor support bundle column according to an embodiment of this invention. An explanatory diagram, FIG. 4 is an explanatory diagram showing an example of an underfloor support structure using the underfloor support bundle columns shown in FIG. 3, FIGS. 5 and 6, FIGS. 7 and 8, FIG. FIG. 10 is a development explanatory view and a slope explanatory view of a bundle column for underfloor support according to still another embodiment of this invention, respectively. 41,71...Bundle pillar for underfloor support, 42,72...
... Plate material, 43, 73 ... Main body of plate material, 47, 4
8, 77, 78, 79...Bending piece for internal bending, 5
1, 52, 80, 81, 82...Bending piece for outward bending, 58...Flooring side support part, 59...Foundation side support part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 板材の本体部を上下方向の二以上の折曲線で三
以上の領域に区分して、前記三以上の領域のうち
二以上の領域における板材の上辺側に内曲げ用折
曲片を形成すると共に二以上の領域における板材
の下辺側に外曲げ用折曲片を形成し、前記板材の
本体部を前記二以上の折曲線で左右方向に折曲し
た状態で前記二以上の内曲げ用折曲片を相互に重
合させて床材側支持部に形成すると共に前記二以
上の外曲げ用折曲片を側方に張出させて基礎側固
定部に形成したことを特徴とする床下支持用束
柱。
The main body of the plate material is divided into three or more regions by two or more folding lines in the vertical direction, and bent pieces for inward bending are formed on the upper side of the plate material in two or more regions among the three or more regions. A bending piece for outward bending is formed on the lower side of the plate material in two or more areas, and the body part of the plate material is bent in the left-right direction along the two or more folding lines, and the bending piece for inward bending is formed in the two or more areas. A bundle for underfloor support, characterized in that the pieces are overlapped with each other to form a flooring side support part, and the two or more bent pieces for outward bending are made to project laterally to form a foundation side fixing part. Pillar.
JP13154884U 1984-08-29 1984-08-29 Bunch pillars for underfloor support Granted JPS6145537U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13154884U JPS6145537U (en) 1984-08-29 1984-08-29 Bunch pillars for underfloor support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13154884U JPS6145537U (en) 1984-08-29 1984-08-29 Bunch pillars for underfloor support

Publications (2)

Publication Number Publication Date
JPS6145537U JPS6145537U (en) 1986-03-26
JPH0328099Y2 true JPH0328099Y2 (en) 1991-06-18

Family

ID=30690131

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13154884U Granted JPS6145537U (en) 1984-08-29 1984-08-29 Bunch pillars for underfloor support

Country Status (1)

Country Link
JP (1) JPS6145537U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003056164A (en) * 2001-08-10 2003-02-26 Joto Techno Co Ltd Fixture for floor post
JP5261444B2 (en) * 2010-07-05 2013-08-14 京葉瓦斯株式会社 Gas meter support

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60187236U (en) * 1984-05-24 1985-12-11 大村技研株式会社 Bunch pillars for underfloor support

Also Published As

Publication number Publication date
JPS6145537U (en) 1986-03-26

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