JPH0643343Y2 - Floor board support device - Google Patents
Floor board support deviceInfo
- Publication number
- JPH0643343Y2 JPH0643343Y2 JP9506589U JP9506589U JPH0643343Y2 JP H0643343 Y2 JPH0643343 Y2 JP H0643343Y2 JP 9506589 U JP9506589 U JP 9506589U JP 9506589 U JP9506589 U JP 9506589U JP H0643343 Y2 JPH0643343 Y2 JP H0643343Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- joist steel
- grooved
- steel
- 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.)
- Expired - Lifetime
Links
Landscapes
- Floor Finish (AREA)
Description
【考案の詳細な説明】 (産業上の利用分野) 本考案は集合住宅等の建物の床板を支持する床板支持装
置に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a floor plate supporting device for supporting a floor plate of a building such as an apartment house.
(従来技術) 床板支持装置の一形式として実公昭57-14278号公報に
は、上面にねじ穴を形成した支持脚をコンクリート基礎
面に立設固定し、このねじ穴に支持ボルトを螺着すると
ともに同ボルトに螺合させた上下一対のナツトにて支持
脚の上面を挟持して支持ボルトを支持脚に高さ調節可能
に固定し、支持ボルトの上端部に断面形状がU字形のホ
ルダーを取付け、同ホルダーにて大引鋼を抱持し、ホル
ダーの両上端部にボルトを挿通して大引鋼を両側から締
付け、この大引鋼の上に根太鋼を載設するようにした床
板支持装置が開示されている。(Prior Art) In Japanese Utility Model Publication No. 57-14278 as a type of floor plate support device, a support leg having a screw hole formed on the upper surface is vertically fixed to a concrete foundation surface, and a support bolt is screwed into the screw hole. At the same time, the upper surface of the support leg is sandwiched by a pair of upper and lower nuts screwed to the same bolt to fix the support bolt to the support leg in a height-adjustable manner, and a holder with a U-shaped cross section is attached to the upper end of the support bolt. A floorboard that is attached, holds the Daihiki steel in the same holder, inserts bolts into both upper ends of the holder, tightens the Daihiki steel from both sides, and places joist steel on the Daihiki steel. A support device is disclosed.
(考案が解決しようとする課題) 上記従来の床板支持装置によれば、支持ボルトの上端に
ホルダーを設け、このホルダーにて大引鋼を抱持し、さ
らに大引鋼に根太鋼を載設するので、コンクリート基礎
面から根太鋼上面までの高さが支持ボルトの長さに大引
鋼の縦幅を加えた寸法よりも低くすることはできない。
そのためコンクリート基礎面から床板までの高さが比較
的低い集合住宅などの施工には適していない。(Problems to be Solved by the Invention) According to the above-mentioned conventional floor board supporting device, a holder is provided at the upper end of the support bolt, and the Daihiki steel is held by the holder, and the joist steel is placed on the Daihiki steel. Therefore, the height from the concrete foundation surface to the joist steel upper surface cannot be made lower than the dimension of the length of the support bolt plus the vertical width of Daihiki steel.
Therefore, it is not suitable for the construction of apartment houses where the height from the concrete foundation surface to the floorboard is relatively low.
また、大引鋼の横幅寸法に合わせたU字形断面のホルダ
ーや、ホルダーの両上端部に挿通するボルトを必要とす
るなど、部品点数が多く、組付け作業も面倒で施工コス
トが高くなる。In addition, a holder having a U-shaped cross section that matches the lateral width of Daihiki steel and bolts that are inserted through both upper ends of the holder are required, so that the number of parts is large and the assembly work is troublesome and the construction cost is high.
本考案はかかる問題点に鑑み、コンクリート基礎面から
床板が載設される根太鋼上面までの高さを可及的に低く
でき、構造も簡単な床板支持装置を提供することを目的
とする。The present invention has been made in view of the above problems, and an object of the present invention is to provide a floor board supporting device that can reduce the height from the concrete foundation surface to the top surface of the joist steel on which the floor board is mounted as much as possible and has a simple structure.
(課題を解決するための手段) 本考案に係る床板支持装置は上記目的を達成すべく、溝
形根太鋼の一側面に通孔を形成し、コンクリート基礎面
に立設固定した支持ボルトをこの通孔に挿通し、同ボル
トに螺合させた上下一対のナツトにて前記一側面を挟持
して前記溝形根太鋼を前記支持ボルトに固定し、かつ前
記溝形根太鋼の他側面に床板を載設するようにしたこと
を特徴とする。(Means for Solving the Problems) In order to achieve the above-mentioned object, the floor board supporting device according to the present invention has a through hole formed in one side surface of a grooved joist steel, and a supporting bolt fixedly erected on a concrete foundation surface. The grooved joist steel is fixed to the support bolt by sandwiching the one side surface with a pair of upper and lower nuts screwed into the through hole and screwed to the bolt, and the floor plate is attached to the other side surface of the groove joist steel. Is installed.
また同様の目的で、通孔を形成したプレートを溝形根太
鋼の両側面の長手方向に延びる両端部の間に架設して同
プレートと前記溝形根太鋼を一体的に固着するとともに
同鋼の底面の前記プレートに対向する部位にナツト締付
け工具を挿入する開口を形成し、コンクリート基礎面に
立設固定した支持ボルトを前記通孔に挿通し、同ボルト
に螺合させた上下一対のナツトにて前記プレートを挟持
して前記溝形根太鋼を前記支持ボルトに固定し、かつ前
記溝形根太鋼の底面に床板を載設するようにしたことを
特徴とする。For the same purpose, a plate having through holes is installed between both ends of the grooved joist steel extending in the longitudinal direction to integrally fix the plate and the groove joist steel together. An opening for inserting a nut tightening tool is formed in a portion of the bottom surface of the nut facing the plate, and a support bolt fixedly erected on a concrete foundation surface is inserted into the through hole, and a pair of upper and lower nuts screwed to the bolt are inserted. The plate is clamped to fix the grooved joist steel to the support bolt, and the floor plate is mounted on the bottom surface of the groove joisted steel.
さらに同様の目的で、溝形根太鋼の底面にナツト締付け
工具を挿入する開口を形成し、コンクリート基礎面に立
設固定した支持ボルトに第1プレートを螺合させるとと
もに通孔を形成した第2プレートを同ボルトに遊挿し両
プレートにて溝形根太鋼の両側面の先端部に長手方向に
沿って形成された内側に折れ曲がるリツプ部を挟持し、
前記支持ボルトに螺合させたナツトにて第2プレートを
前記第1プレートに対して締付けて前記溝形根太鋼を同
ボルトに固定し、かつ前記溝形根太鋼の底面に床板を載
設するようにしたことを特徴とする。Further, for the same purpose, an opening for inserting a nut tightening tool is formed on the bottom surface of the grooved joist steel, and the first plate is screwed into the support bolt fixedly erected on the concrete foundation surface, and the through hole is formed. The plate is loosely inserted in the same bolt, and both plates hold the inwardly bending rip part formed along the longitudinal direction at the tips of both sides of the grooved joist steel,
The second plate is fastened to the first plate with a nut screwed to the support bolt to fix the channel joist steel to the bolt, and the floor plate is placed on the bottom surface of the channel joist steel. It is characterized by doing so.
(考案の作用、効果) 請求項第1項に記載の床板支持装置によれば、予め下側
のナツトの位置を調整しておいて、支持ボルトの先端部
を通孔へ挿通し、溝形根太鋼の長手方向に延びる開口か
ら上側のナツトを支持ボルト5に挿着してナツト締付け
工具にて締付ければ、コンクリート基礎面から溝形根太
鋼上面までの高さを調整可能に同鋼を支持ボルトに固定
できる。(Operation and effect of device) According to the floor board supporting device of claim 1, the position of the lower nut is adjusted in advance, and the tip of the supporting bolt is inserted into the through hole to form the groove shape. By inserting the upper nut from the opening extending in the longitudinal direction of the joist steel into the support bolt 5 and tightening it with the nut tightening tool, the height from the concrete foundation surface to the grooved joist steel top surface can be adjusted. Can be fixed to the support bolt.
また請求項第2項に記載の床板支持装置によれば、予め
下側のナツトの位置を調整しておいて、溝形根太鋼の底
面に形成した開口から上側のナツトを支持ボルトに挿着
し、ナツト締付け工具にて締付ければ、溝形根太鋼を支
持ボルトに高さ調整可能に固定できる。Further, according to the floor board supporting apparatus of the second aspect, the position of the lower nut is adjusted in advance, and the upper nut is inserted into the support bolt through the opening formed in the bottom surface of the grooved joist steel. Then, if tightened with a nut tightening tool, the grooved joist steel can be fixed to the support bolt with height adjustable.
さらに請求項第3項に記載の床板支持装置によれば、予
め第1プレートを所定の高さで支持ボルトに螺着してお
き、リツプ部間の長手方向へ延びる開口から溝形根太鋼
の内部に第2プレートを挿入して同プレートを支持ボル
トに遊挿した後、溝形根太鋼の底面に形成した開口から
ナツトを支持ボルトに螺合させてナツト締付け工具によ
り締付ければ溝形根太鋼を支持ボルトに高さ調整可能に
固定できる。Further, according to the floor board supporting apparatus of claim 3, the first plate is previously screwed to the supporting bolt at a predetermined height, and the groove-shaped thick steel bar is formed from the opening extending in the longitudinal direction between the rip portions. After inserting the second plate into the inside and loosely inserting the plate into the support bolt, screw the nut into the support bolt through the opening formed in the bottom surface of the grooved joist steel and tighten it with the nut tightening tool. Steel can be fixed to the support bolts with height adjustment.
しかして、上記した各床板支持装置によればいずれもコ
ンクリート基礎面に立設固定した支持ボルトの先端部を
溝形根太鋼の内部に挿通するようにして同鋼を支持ボル
トに組付けることができるので、要すれば溝形根太鋼の
下面がコンクリート基礎面に近接する位置に同鋼を設置
できる。従ってコンクリート基礎面から溝形根太鋼の上
面までの高さをほぼ同鋼の縦幅に等しくなるまで低くす
ることが可能となる。Therefore, according to each of the above-mentioned floor board supporting devices, it is possible to assemble the steel bolts so that the tip end portions of the supporting bolts erected and fixed on the concrete foundation surface are inserted into the grooved joist steel. Therefore, if necessary, it is possible to install the grooved joist steel at a position where the lower surface is close to the concrete foundation surface. Therefore, it is possible to lower the height from the concrete foundation surface to the upper surface of the channel joist steel until it becomes almost equal to the vertical width of the steel.
また、溝形根太鋼を直接支持ボルトに固定し、同鋼を抱
持するホルダー等の部品を要しないので構造が簡単でコ
ストの低減を図ることができる。Further, since the grooved joist steel is directly fixed to the support bolts and no parts such as a holder for holding the steel are required, the structure is simple and the cost can be reduced.
(実施例) 以下に本考案の実施例を図面に基づき説明するに、第1
図と第2図には請求項第1項に記載の考案の一実施例に
係る床板支持装置が示されている。(Embodiment) The first embodiment of the present invention will be described below with reference to the drawings.
FIG. 2 and FIG. 2 show a floor board supporting device according to an embodiment of the invention described in claim 1.
当該装置はコンクリート基礎面1上に平行に列設される
複数本の溝形根太鋼2を備え、これらの溝形根太鋼2の
上に床板3が載設される。The apparatus comprises a plurality of channel joist steels 2 arranged in parallel on a concrete foundation surface 1, and a floor board 3 is placed on these channel joist steels 2.
各溝形根太鋼2は略C字形の断面形状を有し、両側面2
a,2bの先端部には内側に折曲がったリツプ部2cが同鋼2
の長手方向に沿って形成されている。また、下側側面2b
の中央部には後述する支持ボルト4の先端部が挿通され
る通孔2dが長手方向に沿い所定の間隔をあけて形成され
ている。Each grooved joist steel 2 has a substantially C-shaped cross section, and both sides 2
At the tips of a and 2b, there is a rip part 2c bent inwardly.
Is formed along the longitudinal direction of. Also, the lower side surface 2b
A through hole 2d is formed in the central portion of the through hole 2d through which a tip portion of a support bolt 4 to be described later is inserted, with a predetermined interval along the longitudinal direction.
一方、コンクリート基礎面1には支持ボルト4が立設さ
れ同基礎面1に埋設したホールインアンカ5にて固定さ
れている。支持ボルト4は第2図に示すように複数本が
溝形根太鋼2の通孔2dに対応する間隔をあけてコンクリ
ート基礎面に配設されている。これら各支持ボルト4の
上端部は対向する通孔2dに挿通され、また、各支持ボル
ト4にはスプリングワツシヤ6と上下一対のワツシヤ7
が遊挿されるとともに上下一対のナツト8が螺合され、
ワツシヤ7にて下側側面2bを挟持するとともにスプリン
グワツシヤ6を介して上下からナツト8にて締付けるこ
とにより溝形根太鋼2が支持ボルト4に固定されてい
る。そして、溝形根太鋼2の上側側面2aに床板3が載設
されている。On the other hand, a support bolt 4 is erected on the concrete foundation surface 1 and is fixed by a hole-in anchor 5 embedded in the foundation surface 1. As shown in FIG. 2, a plurality of support bolts 4 are arranged on the concrete foundation surface at intervals corresponding to the through holes 2d of the channel joist steel 2. The upper ends of the support bolts 4 are inserted into the through holes 2d facing each other, and each support bolt 4 has a spring washer 6 and a pair of upper and lower washers 7.
Is loosely inserted and a pair of upper and lower nuts 8 are screwed together,
The groove side joist steel 2 is fixed to the support bolt 4 by sandwiching the lower side surface 2b with a washer 7 and tightening with a nut 8 from above and below via a spring washer 6. A floor plate 3 is mounted on the upper side surface 2a of the channel joist steel 2.
本実施例は以上の構成からなり、溝形根太鋼2を支持ボ
ルト4に組付けるに際しては、予め下側のナツト8を支
持ボルト4に螺合させておいて、両リツプ部2c間の長手
方向に延びる開口2eから支持ボルト4の上端部にスプリ
ングワツシヤ6、上側のワツシヤ7を遊挿し、さらに上
側のナツト8を螺合させ、ナツト締付け工具を開口2eか
ら挿入して上側のナツト8を締付けることにより溝形根
太鋼2を支持ボルト4に固定する。その際、下側のナツ
トの位置を調整することによりコンクリート基礎面から
溝形根太鋼2の上面までの高さを適宜調整する。This embodiment has the above-described structure. When the grooved joist steel 2 is assembled to the support bolt 4, the lower nut 8 is screwed into the support bolt 4 in advance and the length between the two lip portions 2c is increased. The spring washer 6 and the upper washer 7 are loosely inserted into the upper end portion of the support bolt 4 from the opening 2e extending in the direction, and the upper nut 8 is screwed, and the nut tightening tool is inserted from the opening 2e to insert the upper nut 8 into the upper nut 8. The channel joist steel 2 is fixed to the support bolt 4 by tightening. At that time, the height from the concrete foundation surface to the upper surface of the channel joist steel 2 is appropriately adjusted by adjusting the position of the nut on the lower side.
しかして本実施例によれば、コンクリート基礎面1に立
設固定した支持ボルト4を溝形根太鋼2の下側側面2bに
形成した通孔2dに挿通して同鋼2を支持ボルト4に組付
けたので、要すれば溝形根太鋼2の下側側面2bがコンク
リート基礎面1に近接する位置まて同鋼2の組付け高さ
を低く設定できる。従ってコンクリート基礎面1から溝
形根太鋼2の上面までの高さをほぼ同鋼2の縦幅に等し
くなるまで低くすることが可能となる。According to this embodiment, however, the support bolts 4 fixedly erected on the concrete foundation surface 1 are inserted into the through holes 2d formed in the lower side surface 2b of the grooved joist steel 2, and the steel 2 is attached to the support bolts 4. Since the assembling is done, the assembling height of the steel 2 can be set low to the position where the lower side surface 2b of the channel joist steel 2 is close to the concrete foundation surface 1 if necessary. Therefore, the height from the concrete foundation surface 1 to the upper surface of the channel-shaped joist steel 2 can be lowered until it becomes almost equal to the vertical width of the steel 2.
また、溝形根太鋼2はナツト8等を介して支持ボルトに
組付けられホルダー等の部品を要しないので構造が極め
て簡単になり、従って取付け作業も容易で施工コストを
低減できる。Further, since the grooved joist steel 2 is assembled to the support bolt through the nut 8 or the like and does not require parts such as a holder, the structure is extremely simple, and therefore the installation work is easy and the construction cost can be reduced.
次に請求項第2項に記載の考案に係る床板支持装置の一
実施例を第3図と第4図に示す。Next, one embodiment of the floor board supporting device according to the invention as set forth in claim 2 is shown in FIGS. 3 and 4.
当該装置では、通孔10aを形成したプレート10が溝形根
太鋼2の両リツプ部2c間に架設され両リツプ部2cに溶接
することにより溝形根太鋼2に一体的に固着されてい
る。また、同鋼2の底面2fにはプレート10に対向する部
位にナツト締付け工具を挿入する開口2gが形成されてい
る。そして、コンクリート基礎面1に立設した支持ボル
ト4を通孔10aに挿通し、同ボルト4に遊挿した上下一
対のワツシヤ7にてプレート10を挟持するとともにスプ
リングワツシヤ6を介して上下から一対のナツト8にて
締付けることにより溝形根太鋼2を支持ボルト4に固定
し、溝形根太鋼2の底面2fに床板3を載設している。In this apparatus, a plate 10 having a through hole 10a is installed between both lip portions 2c of the channel joist steel 2 and welded to both lip portions 2c to be integrally fixed to the channel joist steel 2. Further, an opening 2g into which a nut tightening tool is inserted is formed in a portion of the bottom surface 2f of the steel 2 facing the plate 10. Then, the support bolt 4 erected on the concrete foundation surface 1 is inserted into the through hole 10a, and the plate 10 is sandwiched by a pair of upper and lower washers 7 loosely inserted in the bolt 4 and from above and below via the spring washer 6. The grooved joist steel 2 is fixed to the support bolts 4 by tightening with a pair of nuts 8, and the floor plate 3 is placed on the bottom surface 2f of the grooved joist steel 2.
本実施例は以上の構成からなり、溝形根太鋼2を支持ボ
ルト4に組付けるに際しては、予め下側のナツト8、ワ
ツシヤ7を支持ボルトに取付けておいて、同鋼2の底面
に形成した開口2gから順に上側のワツシヤ7、スプリン
グワツシヤ6、上側のナツト8を支持ボルトに挿着し、
ナツト締付け工具を開口2gから挿入して上側のナツト8
を締付けることにより溝形根太鋼2を支持ボルト4に固
定する。The present embodiment has the above-described structure. When the grooved joist steel 2 is assembled to the support bolt 4, the lower nut 8 and the washer 7 are previously attached to the support bolt and are formed on the bottom surface of the steel 2. Insert the upper washer 7, the spring washer 6, and the upper nut 8 in order from the opening 2g into the support bolt,
Insert the nut tightening tool through the opening 2g and insert the nut 8 on the upper side.
The channel joist steel 2 is fixed to the support bolt 4 by tightening.
しかして本実施例によれば、溝形根太鋼2が支持ボルト
4対して横向きに組付けられるので、第1図に示した実
施例に比べ、さらに溝形根太鋼2の組付け高さを低くす
ることが可能となる。According to this embodiment, however, since the grooved joist steel 2 is installed sideways with respect to the support bolt 4, the assembling height of the groove joisted steel 2 is further increased as compared with the embodiment shown in FIG. It is possible to lower it.
次に請求項第3項に記載の考案に係る床板支持装置の一
実施例を第5図に示す。Next, FIG. 5 shows an embodiment of the floor board supporting device according to the invention as defined in claim 3.
当該装置は、中央部にねじ穴11aを形成した第1プレー
トと、同じく中央部に通孔12aを形成した第2プレート
を有し、第1プレート11を支持ボルト4に螺合させると
ともに第2プレート12、スプリングワツシヤ6およびワ
ツシヤ7を同ボルト4に遊挿し、両プレート11,12にて
溝形根太鋼2の両リツプ部2cを挟持し、スプリングワツ
シヤ6の上から支持ボルト4に螺合させたナツト8にて
第2プレート12を第1プレート11に対して締付けて溝形
根太鋼2を同ボルト4に固定し、溝形根太鋼2の底面2f
に床板3を載設している。The device has a first plate with a screw hole 11a formed in the center and a second plate with a through hole 12a formed in the center as well. The plate 12, the spring washer 6 and the washer 7 are loosely inserted in the same bolt 4, and both the plates 11 and 12 hold the two rip portions 2c of the grooved thick steel 2, and the support bolt 4 is attached to the spring washer 6 from above. The second plate 12 is fastened to the first plate 11 with the nuts 8 screwed together to fix the grooved joist steel 2 to the same bolt 4, and the bottom surface 2f of the groove joist steel 2 is fixed.
The floor board 3 is installed on the.
本実施例は以上の構成からなり、溝形根太鋼2を支持ボ
ルト4に組付けるに際しては、予め第1プレート11を所
定の高さで支持ボルト4に螺着しておき、リツプ部2c間
の長手方向へ延びる開口2gから溝形根太鋼2の内部に第
2プレート12を挿入し、同プレート12を支持ボルトに遊
挿した後、溝形根太鋼2の底面に形成した開口2gから順
にワツシヤ7、スプリングワツシヤ6、ナツト8を支持
ボルトに挿着してナツト締付け工具によりナツト8を締
付ける。This embodiment has the above-described structure. When the grooved joist steel 2 is assembled to the support bolt 4, the first plate 11 is previously screwed to the support bolt 4 at a predetermined height, and the gap between the rip portions 2c is fixed. After inserting the second plate 12 into the grooved joist steel 2 from the opening 2g extending in the longitudinal direction of the groove and loosely inserting the plate 12 into the support bolt, the opening 2g formed on the bottom surface of the groove joist steel 2 in order. The washer 7, the spring washer 6, and the nut 8 are inserted into the support bolts, and the nut 8 is tightened with a nut tightening tool.
本実施例によれば、第4図に示した実施例と同様に溝形
根太鋼2を支持ボルト4対して横向きに組付けることが
できるので溝形根太鋼2の組付け高さを低くすることが
可能となる。According to the present embodiment, the channel joist steel 2 can be installed sideways with respect to the support bolt 4 similarly to the embodiment shown in FIG. 4, so that the assembling height of the channel joist steel 2 is lowered. It becomes possible.
次に請求項第3項に記載の考案に係る床板支持装置の他
の実施例を第6図に示す。当該装置では第1プレート11
と第2プレート12の間にゴムシート等からなる2枚の弾
性部材13を介装して同部材により両リツプ部2cを挟持し
ている。この点を除き他の構成は第5図に示す実施例と
同じであるので同じの構成部材には同一の符号を付して
説明を省略する。Next, another embodiment of the floor board supporting device according to the invention described in claim 3 is shown in FIG. In the device, the first plate 11
Two elastic members 13 made of a rubber sheet or the like are interposed between the second plate 12 and the second plate 12, and the two members 2c are sandwiched by the same members. Except for this point, the rest of the configuration is the same as that of the embodiment shown in FIG.
この実施例によれば、床板3に加わる振動を弾性部材に
て抑制し騒音を軽減することが可能となる。According to this embodiment, the vibration applied to the floor plate 3 can be suppressed by the elastic member to reduce noise.
なお、上記各実施例では、支持ボルト4をホールインア
ンカ5にてコンクリート基礎面1に立設固定したが、支
持ボルト4の固定手段はこれに限定されるものではな
く、例えばケミカルアンカを用いたり、あるいは金属製
プレートに支持ボルト4を溶接して立設し、このプレー
トをコンクリート用くぎにてコンクリート基礎面1に固
定してもよい。In addition, in each of the above-described embodiments, the support bolt 4 is vertically fixed to the concrete foundation surface 1 by the hole-in anchor 5, but the fixing means of the support bolt 4 is not limited to this and, for example, a chemical anchor is used. Alternatively, the support bolts 4 may be welded to a metal plate and erected, and the plate may be fixed to the concrete foundation surface 1 with concrete nails.
第1図は請求項第1項に記載の考案に係る床板支持装置
の一実施例の要部拡大断面図、第2図は同装置の全体構
成を示す斜視図、第3図は請求項第2項に記載の考案に
係る床板支持装置の一実施例の要部拡大断面図、第4図
は同装置の全体構成を示す斜視図、第5図は請求項第3
項に記載の考案に係る床板支持装置の要部拡大断面図、
第6図は請求項第3項に記載の考案に係る床板支持装置
の他の実施例の要部拡大断面図である。 符号の説明 1……コンクリート基礎面、2……溝形根太鋼、2a,2b
……側面、2c……リツプ部、2d……通孔、2e,2g……開
口、2f……底面、3……床板、4……支持ボルト、5…
…ホールインアンカ、6……スプリングワツシヤ、7…
…ワツシヤ、8……ナツト、10,11,12……プレート、10
a,12a……通孔、11a……ねじ穴。FIG. 1 is an enlarged cross-sectional view of an essential part of an embodiment of a floor board supporting device according to the invention described in claim 1, FIG. 2 is a perspective view showing the whole structure of the device, and FIG. An enlarged cross-sectional view of an essential part of an embodiment of a floor board supporting device according to the invention described in item 2, FIG. 4 is a perspective view showing the overall configuration of the device, and FIG.
Sectional enlarged sectional view of the floor board support device according to the invention described in paragraph,
FIG. 6 is an enlarged cross-sectional view of the essential parts of another embodiment of the floor board supporting device according to the invention as defined in claim 3. Explanation of symbols 1 …… Concrete foundation surface, 2 …… Channel steel joist, 2a, 2b
...... Side face, 2c ...... Rip part, 2d ...... Through hole, 2e, 2g ...... Opening, 2f ...... Bottom face, 3 ...... Floor plate, 4 ...... Support bolt, 5 ...
… Hole in anchor, 6… Spring washers, 7…
… Washashi, 8 …… Nut, 10,11,12 …… Plate, 10
a, 12a ... through hole, 11a ... screw hole.
Claims (3)
クリート基礎面に立設固定した支持ボルトをこの通孔に
挿通し、同ボルトに螺合させた上下一対のナツトにて前
記一側面を挟持して前記溝形根太鋼を前記支持ボルトに
固定し、かつ前記溝形根太鋼の他側面に床板を載設する
ようにしたことを特徴とする床板支持装置。1. A through hole is formed in one side surface of a grooved joist steel, and a support bolt fixedly erected on a concrete foundation surface is inserted into this through hole, and a pair of upper and lower nuts screwed into the bolt are used. A floor board supporting device, wherein the grooved joist steel is fixed to the support bolt by sandwiching the one side surface, and a floor board is placed on the other side surface of the groove joist steel.
側面の長手方向に延びる両端部の間に架設して同プレー
トと前記溝形根太鋼を一体的に固着するとともに同鋼の
底面の前記プレートに対向する部位にナツト締付け工具
を挿入する開口を形成し、コンクリート基礎面に立設固
定した支持ボルトを前記通孔に挿通し、同ボルトに螺合
させた上下一対のナツトにて前記プレートを挟持して前
記溝形根太鋼を前記支持ボルトに固定し、かつ前記溝形
根太鋼の底面に床板を載設するようにしたことを特徴と
する床板支持構造。2. A plate having a through hole is installed between both ends of the grooved joist steel extending in the longitudinal direction so as to integrally fix the plate and the groove joist steel together. An opening for inserting a nut tightening tool is formed at a site facing the plate on the bottom surface, a support bolt fixedly erected on a concrete foundation surface is inserted into the through hole, and a pair of upper and lower nuts screwed to the bolt are formed. A floor board support structure, characterized in that the plate is sandwiched between them to fix the grooved joist steel to the support bolts, and a floor board is placed on the bottom surface of the groove joisted steel.
入する開口を形成し、コンクリート基礎面に立設固定し
た支持ボルトに第1プレートを螺合させるとともに通孔
を形成した第2プレートを同ボルトに遊挿し両プレート
にて溝形根太鋼の両側面の先端部に長手方向に沿って形
成された内側に折れ曲がるリツプ部を挟持し、前記支持
ボルトに螺合させたナツトにて第2プレートを前記第1
プレートに対して締付けて前記溝形根太鋼を同ボルトに
固定し、かつ前記溝形根太鋼の底面に床板を載設するよ
うにしたことを特徴とする床板支持装置。3. A second plate in which an opening for inserting a nut tightening tool is formed in the bottom surface of grooved joist steel, and the first plate is screwed into a supporting bolt fixedly erected on the concrete foundation surface and a through hole is formed. Loosely inserted into the same bolt, hold the inwardly bent lips formed along the longitudinal direction at the tips of both sides of the grooved joist steel with both plates, and use the nut screwed to the support bolt 2 plates to the first
A floor board supporting device, wherein the grooved joist steel is fixed to the same bolt by being tightened to a plate, and a floor board is mounted on the bottom surface of the groove joisted steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9506589U JPH0643343Y2 (en) | 1989-08-11 | 1989-08-11 | Floor board support device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9506589U JPH0643343Y2 (en) | 1989-08-11 | 1989-08-11 | Floor board support device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0333133U JPH0333133U (en) | 1991-04-02 |
JPH0643343Y2 true JPH0643343Y2 (en) | 1994-11-09 |
Family
ID=31644347
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9506589U Expired - Lifetime JPH0643343Y2 (en) | 1989-08-11 | 1989-08-11 | Floor board support device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0643343Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4709645B2 (en) * | 2005-12-28 | 2011-06-22 | 積水化学工業株式会社 | Building foundation bundles, under-floor structures of buildings and buildings |
JP2015059299A (en) * | 2013-09-17 | 2015-03-30 | Toto株式会社 | Anchor pin and kit comprising the same, and method for forming floor surface from large-sized ceramic board |
-
1989
- 1989-08-11 JP JP9506589U patent/JPH0643343Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0333133U (en) | 1991-04-02 |
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