JP2013079529A - Joist unit for low floor and joist bracket used therein - Google Patents

Joist unit for low floor and joist bracket used therein Download PDF

Info

Publication number
JP2013079529A
JP2013079529A JP2011220273A JP2011220273A JP2013079529A JP 2013079529 A JP2013079529 A JP 2013079529A JP 2011220273 A JP2011220273 A JP 2011220273A JP 2011220273 A JP2011220273 A JP 2011220273A JP 2013079529 A JP2013079529 A JP 2013079529A
Authority
JP
Japan
Prior art keywords
joist
support
floor
support plate
screw
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.)
Pending
Application number
JP2011220273A
Other languages
Japanese (ja)
Inventor
Kidai Kakehashi
輝大 梯
Hiroki Kakehashi
浩樹 梯
Kenichiro Oashi
健一郎 大蘆
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.)
Awaji Giken Co Ltd
Original Assignee
Awaji Giken 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 Awaji Giken Co Ltd filed Critical Awaji Giken Co Ltd
Priority to JP2011220273A priority Critical patent/JP2013079529A/en
Publication of JP2013079529A publication Critical patent/JP2013079529A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Floor Finish (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joist unit for low floors capable of lowering a double floor structure and a joist bracket used in the joist unit.SOLUTION: A joist bracket 10 which supports a long joist material 20 mounted to a wall of a room includes: a rubber vibration insulator 11 (a floor contacting base) which is disposed on a foundation floor 101; a support bolt 12 vertically supported by the rubber vibration insulator 11; and a support plate 13 having a female screw part 14a engaged with the support bolt 12 and vertically moving according to its rotating operation to adjust the height. In the support plate 13, a joist supporting part 16 which supports the undersurface of the joist material 20 is bent and formed at one end of a screw receiving part 14 formed with the female screw part 14a so as to be located below the screw receiving part 14 through a vertical plate part 15, and a part of the rubber vibration insulator 11 is formed so as to be stored in a void space formed by the back surface of the screw receiving part 14 and the vertical plate part 15.

Description

本発明は、コンクリートスラブ等の基礎床上に形成される二重床構造の施工において使用される低床用根太ユニット及びそれに用いる根太受金具に関する。   The present invention relates to a low floor joist unit used in construction of a double floor structure formed on a foundation floor such as a concrete slab, and a joist support used for the same.

近年、集合住宅やオフィスビル等の多くの建造物に、二重床構造が採用されている。この二重床構造においては、コンクリートスラブ等の基礎床と床パネルとの間に空間部を形成することにより、遮音性を高めるとともに、その空間部に設備配管や配線等を設けることができるようになっている。
この種の二重床構造の施工において、床パネルは、基礎床上に配設された支持脚と部屋の壁際に設けられた際根太によって支持される。そして、際根太の施工は、例えば、特許文献1及び特許文献2に記載されているように、長尺の根太材に高さ調節可能な受部材(支持プレート)を有する複数の根太受金具を取り付けて行われる。
In recent years, a double floor structure has been adopted in many buildings such as apartment houses and office buildings. In this double floor structure, by forming a space between the foundation floor such as a concrete slab and the floor panel, it is possible to improve sound insulation and to provide equipment piping and wiring in the space. It has become.
In the construction of this type of double floor structure, the floor panel is supported by a support leg disposed on the foundation floor and a joist provided on the wall of the room. For example, as described in Patent Document 1 and Patent Document 2, the construction of Tokita joist has a plurality of joist brackets having a receiving member (support plate) whose height can be adjusted to a long joist material. It is done by attaching.

特許文献1には、L字型受部で根太材を支持し、その根太材の高さを上下調節可能な受部材と、基礎床上に回転自在に立設され、受部材に形成されたねじ穴と螺合するねじ部が形成された支持脚部とからなる根太受金具が提案されている。この場合、根太受金具は、L字型受部で根太材を支持しながら壁に沿って配置され、受部材を所定の床高さに設定した後に、根太材を壁に釘もしくは粘着シート等の適当な手段によって固定することにより、際根太が施工されている。   In Patent Document 1, a joist member is supported by an L-shaped receiving portion, and the height of the joist member can be adjusted up and down, and a screw formed on the foundation floor so as to be rotatable and formed on the receiving member. A joist bracket comprising a support leg portion in which a screw portion that is screwed into a hole is formed has been proposed. In this case, the joist bracket is arranged along the wall while supporting the joist member with the L-shaped receiving portion, and after setting the receiving member to a predetermined floor height, the joist member is attached to the wall with a nail or an adhesive sheet, etc. By using appropriate means, the joist is constructed.

また、特許文献2には、長尺状の根太材を木材等ではなく金属や合成樹脂等のチャンネル材により形成したものが提案されている。チャンネル材の上面に、長手方向に所定間隔で多数の透孔を設けるとともに、その透孔位置に合わせて支持脚(根太受金具)を固定することにより、根太を高さ調整可能に形成している。そして、根太材が固定された支持脚を、基礎床上に接着又は固定金具等によって固定することにより、際根太が施工されている。   Patent Document 2 proposes a long joist material formed of a channel material such as metal or synthetic resin instead of wood or the like. A number of through holes are provided on the upper surface of the channel material at predetermined intervals in the longitudinal direction, and the joists are formed so that the height of the joists can be adjusted by fixing the support legs (shoulder brackets) according to the positions of the through holes. Yes. Then, the joists are constructed by fixing the support legs, to which the joists are fixed, on the foundation floor by bonding or fixing brackets.

特許第3115662号公報Japanese Patent No. 3115662 特開2002‐30787号公報Japanese Patent Laid-Open No. 2002-30787

ところで、集合住宅等においては、広い室内空間を確保するため、床下空間を狭くして床面を低くした低床の二重床構造が望まれている。
しかしながら、従来の一般的な根太受金具は、特許文献1の図15に示されるように、根太材の真下に支持脚を支持する台座(接床台座)が配置されており、根太材の厚みと接床台座の厚みとの合計の厚みよりも、根太の施工高さを低くすることができなかった。
また、特許文献1及び特許文献2の根太受金具においても、根太材の設置高さよりも下方に接床台座が設置される構成となっており、低床化としての対策が十分ではなかった。
By the way, in an apartment house etc., in order to secure a wide indoor space, a low floor double floor structure in which the under floor space is narrowed and the floor surface is lowered is desired.
However, as shown in FIG. 15 of Patent Document 1, in the conventional general joist support bracket, a pedestal (flooring pedestal) that supports the support leg is disposed directly under the joist material, and the thickness of the joist material is determined. The construction height of the joists could not be made lower than the total thickness of the flooring pedestal and the thickness.
In addition, the joisting brackets of Patent Document 1 and Patent Document 2 have a configuration in which the floor contact pedestal is installed below the installation height of the joist material, and measures for lowering the floor have not been sufficient.

本発明は、このような事情に鑑みてなされたもので、二重床構造の低床化を図ることができる低床用根太ユニット及びそれに用いる根太受金具を提供することを目的とする。   This invention is made | formed in view of such a situation, and it aims at providing the joist unit for low floors which can aim at the low flooring of a double floor structure, and the joist metal fitting used for it.

本発明は、部屋の壁際に取り付けられる長尺の根太材を支持する根太受金具であって、コンクリートスラブ等の基礎床上に配設される接床台座と、該接床台座に垂直に支持された支持ボルトと、該支持ボルトに係合する雌ねじ部を有してその回転動作に伴い上下移動し高さを調節する支持プレートとを有し、前記支持プレートは、前記雌ねじ部が形成されるねじ受部の一端に、縦板部を介して前記ねじ受部よりも低い位置になるように前記根太材の下面を支持する根太支持部が屈曲形成されるとともに、前記ねじ受部の裏面と前記縦板部とにより形成される空所に、前記接床台座の一部が収納可能に形成されていることを特徴とする。   The present invention is a joist support for supporting a long joist attached to a wall of a room, and is supported on a flooring pedestal disposed on a foundation floor such as a concrete slab, and vertically supported by the flooring pedestal. And a support plate that has a female screw portion that engages with the support bolt and that moves up and down with the rotation of the support bolt and adjusts the height thereof, and the female plate portion is formed on the support plate. At one end of the screw receiving portion, a joist support portion that supports the lower surface of the joist material is bent and formed at a position lower than the screw receiving portion via a vertical plate portion, and the back surface of the screw receiving portion A part of the floor contact pedestal is formed so as to be accommodated in a space formed by the vertical plate portion.

また、本発明の低床用根太ユニットは、長尺の根太材と、該根太材の長さ方向の途中位置に設けられる複数の前記根太受金具とを備えてなり、前記根太材は、前記部屋の壁際と前記縦板部との間に挟まれた状態で固定されることを特徴とする。   Further, the low floor joist unit of the present invention comprises a long joist material and a plurality of joist brackets provided at intermediate positions in the length direction of the joist material, It is fixed in a state of being sandwiched between a wall of a room and the vertical plate portion.

この根太受金具及び低床用根太ユニットにおいては、ねじ受部よりも根太支持部を低い位置に形成するとともに、ねじ受部の裏面と縦板部とにより形成される空所に、接床台座の一部を収納可能にすることで、二重床構造の低床化を図ることができる。
また、部屋の壁際と支持プレートの縦板部との間にパッキンを介して根太材を挟んだ状態で固定して際根太を施工することにより、入居後に設置される重量物による上方からの荷重にも対応でき、含水率の変化などによる伸縮により発生する床パネルの変形を防止することができる。さらに、根太材を根太受金具に固定した状態で高さ調節をすることができるので、根太の施工作業を容易に行うことができる。
In the joist support bracket and the joist unit for low floor, the joist support portion is formed at a lower position than the screw receiving portion, and the floor contact base is formed in the space formed by the back surface and the vertical plate portion of the screw receiving portion. It is possible to reduce the floor of the double floor structure by making it possible to store a part of the floor.
In addition, by loading the joist with the joist material sandwiched between the wall of the room and the vertical plate part of the support plate, the load from above due to heavy objects installed after moving in is installed. The floor panel can be prevented from being deformed by expansion and contraction due to a change in moisture content. Furthermore, since the height adjustment can be performed in a state in which the joist material is fixed to the joist bracket, the joist construction work can be easily performed.

本発明は、部屋の壁際に取り付けられる長尺の根太材を支持する根太受金具であって、コンクリートスラブ等の基礎床上に配設される接床台座と、該接床台座に垂直に支持された支持ボルトと、該支持ボルトに係合する雌ねじ部を有してその回転動作に伴い上下移動し高さを調節する支持プレートとを有し、前記支持プレートは、前記雌ねじ部が形成されるねじ受部の両端に、縦板部を介して前記ねじ受部よりも低い位置になるように前記根太材の下面を支持する根太支持部が屈曲形成されることにより前記ねじ受部を上面とする凸部が形成されるとともに、該凸部の裏面に形成される空所に前記接床台座の一部が収納可能に形成されていることを特徴とする。   The present invention is a joist support for supporting a long joist attached to a wall of a room, and is supported on a flooring pedestal disposed on a foundation floor such as a concrete slab, and vertically supported by the flooring pedestal. And a support plate that has a female screw portion that engages with the support bolt and that moves up and down with the rotation of the support bolt and adjusts the height thereof, and the female plate portion is formed on the support plate. A joist support part that supports the lower surface of the joist material is bent at both ends of the screw receiving part so as to be positioned lower than the screw receiving part via a vertical plate part, whereby the screw receiving part is defined as an upper surface. A convex portion is formed, and a part of the floor contact pedestal is formed to be storable in a space formed on the back surface of the convex portion.

また、本発明の低床用根太ユニットは、長尺の根太材と、該根太材の長さ方向の途中位置に設けられる複数の前記根太受金具とを備えてなり、前記根太材は、その下面側に前記支持プレートの凸部を収納可能な凹部と、該凹部の上面に前記支持ボルトの上端部を配置可能な調整孔とが設けられており、該凹部に前記支持プレートの凸部を収納するとともに、前記根太材の下面が前記根太支持部により支持されていることを特徴とする。   Further, the low floor joist unit of the present invention comprises a long joist material and a plurality of joist brackets provided at mid-positions in the length direction of the joist material, A concave portion capable of accommodating the convex portion of the support plate on the lower surface side and an adjustment hole capable of arranging the upper end portion of the support bolt on the upper surface of the concave portion are provided, and the convex portion of the support plate is provided in the concave portion. While being stored, the lower surface of the joist material is supported by the joist support part.

この場合、支持プレートのねじ受部よりも根太支持部を低い位置に形成し、支持プレートの凸部の裏側に接床台座の一部を収納可能にするとともに、根太材の下面に支持プレートの凸部を収納可能な凹部を設けることにより、二重床構造の低床化を図ることができる。
また、ねじ受部の両側に設けられる根太支持部により根太材を支持する構成としたので、低床用根太ユニットを基礎床上に自立させることができ、根太施工時における作業性を向上させることができる。さらに、入居後に設置される重量物による上方からの荷重にも対応でき、含水率の変化などによる伸縮により発生する床パネルの変形を防止することができる。
In this case, the joist support part is formed at a position lower than the screw receiving part of the support plate, and a part of the floor contact pedestal can be stored on the back side of the convex part of the support plate. By providing the concave portion that can store the convex portion, it is possible to reduce the floor of the double floor structure.
In addition, since the joist support is provided by the joist support parts provided on both sides of the screw receiving part, the joist unit for low floor can be made to stand on the foundation floor, and workability at the time of joist construction can be improved. it can. Furthermore, it is possible to cope with a load from above due to a heavy object installed after moving in, and it is possible to prevent the floor panel from being deformed due to expansion and contraction due to a change in moisture content.

本発明の低床用根太ユニットにおいて、前記根太受金具は、前記支持プレートを最下降位置に配置した際に、前記支持ボルトの頭部が、前記根太支持部に載置された前記根太材の上端面より低くなるように設定されているとよい。
この場合、支持ボルトの頭部は、根太材の上端面よりも常に下方に配置されることになるので、床パネルを敷設する際にも接触する心配がなく、二重床構造の施工時における作業性の向上を図ることができる。
In the joist unit for low floor according to the present invention, the joist bracket is made of the joist material in which the head of the support bolt is placed on the joist support portion when the support plate is disposed at the lowest position. It is good to set so that it may become lower than an upper end surface.
In this case, the head of the support bolt is always arranged below the upper end surface of the joist, so there is no worry of touching when laying the floor panel. Workability can be improved.

本発明によれば、支持プレートのねじ受部よりも根太支持部を低い位置に形成するとともに、ねじ受部の裏面と縦板部とにより形成される空所に接床台座の一部を収納可能にしたので、二重床構造の低床化を図ることができる。   According to the present invention, the joist support portion is formed at a lower position than the screw receiving portion of the support plate, and a part of the floor contact base is stored in the space formed by the back surface and the vertical plate portion of the screw receiving portion. Since this is possible, the floor of the double floor structure can be reduced.

本発明の第1実施形態の低床用根太ユニットを用いた二重床構造を説明する断面図である。It is sectional drawing explaining the double floor structure using the joist unit for low floors of 1st Embodiment of this invention. 図1の根太受金具の斜視図である。It is a perspective view of the joisting bracket of FIG. 図1の低床用根太ユニットを用いた根太の施工方法を説明する図である。It is a figure explaining the construction method of the joist using the joist unit for low floors of FIG. 本発明の第1実施形態の低床用根太ユニットを用いた二重床構造を示す床の平面図である。It is a top view of the floor which shows the double floor structure using the joist unit for low floors of 1st Embodiment of this invention. 支持脚を説明する断面図である。It is sectional drawing explaining a support leg. 図5の支持脚の上面図である。It is a top view of the support leg of FIG. 本発明の第2実施形態の根太受金具の斜視図である。It is a perspective view of the joisting bracket of the second embodiment of the present invention. 本発明の第2実施形態の低床用根太ユニットを説明する断面図である。It is sectional drawing explaining the joist unit for low floors of 2nd Embodiment of this invention. 図8の低床用根太ユニットを用いた根太の施工方法を説明する図である。It is a figure explaining the construction method of the joist using the joist unit for low floors of FIG.

以下、本発明の根太受金具を用いた低床用根太ユニットの一実施形態を、図面を参照しながら説明する。
第1実施形態の低床用根太ユニット1は、図1及び図3に示すように、長尺の根太材20と、根太材20の長さ方向の途中位置に設けられる複数の根太受金具10とを備え、高さ調整可能な支持プレート13を有する根太受金具10により根太材20を支持するとともに、根太材20を壁101の壁際に沿って配置し、支持プレート13を所定の高さに設定した後に固定することにより、際根太100を施工するものである。
Hereinafter, an embodiment of a joist unit for low floor using the joist bracket of the present invention will be described with reference to the drawings.
As shown in FIGS. 1 and 3, the low floor joist unit 1 of the first embodiment includes a long joist member 20 and a plurality of joist brackets 10 provided at intermediate positions in the length direction of the joist member 20. And supporting the joist member 20 by the joist bracket 10 having the support plate 13 capable of adjusting the height, and arranging the joist member 20 along the wall 101 so that the support plate 13 has a predetermined height. By fixing after setting, the joist 100 is constructed.

根太受金具10は、図1及び図2に示すように、基礎床102上に配設される防振ゴム11(接床台座)と、防振ゴム11に垂直に支持された支持ボルト12と、支持ボルト12の上部に係合して支持ボルト12の回転動作に伴って上下移動する支持プレート13とから構成されている。
防振ゴム11は、円錐台形状に設けられており、床パネル103上からの衝撃を減衰させて基礎床102への伝達を抑制し、遮音性や衝撃緩和性を高めるものである。そして、この防振ゴム11に支持ボルト12が回転自在に支持されている。
支持ボルト12の上端部には、プラスドライバ等が挿入可能な工具挿入溝12aが形成されており、支持ボルト12を回転させることにより、支持プレート13を上下方向に移動させ、基礎床102からの根太の高さを調整することができる。
As shown in FIG. 1 and FIG. 2, the joist bracket 10 includes an anti-vibration rubber 11 (flooring pedestal) disposed on the foundation floor 102, and support bolts 12 supported vertically on the anti-vibration rubber 11. And a support plate 13 that engages with the upper portion of the support bolt 12 and moves up and down as the support bolt 12 rotates.
The anti-vibration rubber 11 is provided in the shape of a truncated cone, and attenuates the impact from the floor panel 103 to suppress the transmission to the foundation floor 102, thereby improving the sound insulation and impact relaxation. A support bolt 12 is rotatably supported by the anti-vibration rubber 11.
A tool insertion groove 12 a into which a Phillips screwdriver or the like can be inserted is formed at the upper end portion of the support bolt 12. By rotating the support bolt 12, the support plate 13 is moved in the vertical direction, The height of joists can be adjusted.

支持プレート13は、支持ボルト12の雄ねじ部12bと係合する雌ねじ部14aが形成されたねじ受部14の一端に、縦板部15を介して、そのねじ受部14よりも低い位置になるように、根太材20の下面を支持する根太支持部16が屈曲形成されている。そして、ねじ受部14の裏面と縦板部15とにより形成される空所に、防振ゴム11の一部が収納可能なように、縦板部15が防振ゴム11の外周面から離れて形成されている。
ねじ受部14の根太支持部16からの高さhは、根太材20の厚みtよりも低く形成されている。このねじ受部14の高さhは、根太材20の厚みtの1/4〜3/4に設定されているとよく、根太材20の厚みtとねじ受部14の高さhとの差分が調整代となる。より好ましくは、ねじ受部14の高さhは、根太材20の厚みtの1/2程度とするのがよい。
また、ねじ受部14と根太支持部16とを繋ぐ縦板部15は、ねじ受部14より幅広に形成され、ねじ受部14の両側方に張り出して形成されている。そして、その張り出して設けられる両側部17は、上方に延長するように突出して設けられており、両側部17により根太材20を安定して支持することができる。また、この両側部17には、根太材20を固定する固定部材(釘又はビス等)を通すための貫通孔17aが設けられている。このように、支持プレート13においては、両側部17を上方に延長するように突出させて設けることにより、貫通孔17aを設ける際の自由度が向上している。
The support plate 13 is positioned at a lower position than the screw receiving portion 14 via the vertical plate portion 15 at one end of the screw receiving portion 14 in which the female screw portion 14a that engages with the male screw portion 12b of the support bolt 12 is formed. As described above, the joist support portion 16 that supports the lower surface of the joist material 20 is bent. The vertical plate portion 15 is separated from the outer peripheral surface of the anti-vibration rubber 11 so that a part of the anti-vibration rubber 11 can be stored in a space formed by the back surface of the screw receiving portion 14 and the vertical plate portion 15. Is formed.
The height h of the screw receiving portion 14 from the joist support portion 16 is formed lower than the thickness t of the joist material 20. The height h of the screw receiving portion 14 may be set to ¼ to ¾ of the thickness t of the joist member 20, and the height t of the joist member 20 and the height h of the screw receiving portion 14 may be set. The difference becomes the adjustment allowance. More preferably, the height h of the screw receiving portion 14 should be about ½ of the thickness t of the joist 20.
Further, the vertical plate portion 15 that connects the screw receiving portion 14 and the joist support portion 16 is formed wider than the screw receiving portion 14 and is formed so as to protrude from both sides of the screw receiving portion 14. The both side portions 17 provided so as to protrude are provided so as to extend upward, and the joists 20 can be stably supported by the both side portions 17. Further, the both side portions 17 are provided with through holes 17a through which fixing members (such as nails or screws) for fixing the joists 20 are passed. Thus, in the support plate 13, by providing both side portions 17 so as to extend upward, the degree of freedom in providing the through holes 17a is improved.

また、図1に二点鎖線で示すように、支持プレート13を最下降位置に配置した際に、縦板部15の両側部17の先端部分及び支持ボルト13の頭部は、根太支持部16に載置された根太材20の上端面より低くなるように設定されている。この場合、支持ボルト12の頭部は、根太材20の上端面よりも常に下方に配置されることになる。
また、ねじ受部14の雌ねじ部14aは、下方に折り曲げたバーリング加工によって形成されている。そして、ねじ受部14の上面には、雌ねじ部14aを囲む接着剤溜め18が周縁部を残して一回り小さい凹状に形成されている。
なお、支持プレート13は、金属板やプラスチック板(ポリプロピレン、ナイロン等)等で形成されており、本実施形態においては、例えば、板厚2〜3mmの金属板が用いられ、プレス加工により形成されている。
根太支持部16は、根太材20を下方から支持する。本実施形態においては、低床用根太ユニット1の組立時の作業性を向上させるため、この根太支持部16の上面に、根太材20の仮止め用の両面テープ及び剥離紙(図示略)が設けられている。なお、両面テープ及び剥離紙は、組立作業時の便宜のために設けたものであり、低床用根太ユニットの組立時に必ず必要となるものではない。
Further, as shown by a two-dot chain line in FIG. 1, when the support plate 13 is disposed at the lowest position, the tip portions of the side portions 17 of the vertical plate portion 15 and the heads of the support bolts 13 are connected to the joist support portion 16. It is set so that it may become lower than the upper end surface of the joist material 20 mounted in. In this case, the head of the support bolt 12 is always disposed below the upper end surface of the joist member 20.
The female screw portion 14a of the screw receiving portion 14 is formed by burring that is bent downward. On the upper surface of the screw receiving portion 14, an adhesive reservoir 18 surrounding the female screw portion 14a is formed in a concave shape that is slightly smaller than the peripheral portion.
The support plate 13 is formed of a metal plate, a plastic plate (polypropylene, nylon, etc.), etc. In this embodiment, for example, a metal plate having a thickness of 2 to 3 mm is used, and is formed by pressing. ing.
The joist support part 16 supports the joist material 20 from below. In the present embodiment, in order to improve the workability at the time of assembling the low floor joist unit 1, a double-sided tape and a release paper (not shown) for temporarily fixing the joist material 20 are provided on the upper surface of the joist support portion 16. Is provided. The double-sided tape and the release paper are provided for the convenience of assembling work, and are not necessarily required when assembling the low floor joist unit.

このように構成された低床用根太ユニット1及び根太受金具10を用いて、根太を施工する。
まず、複数の根太受金具10を根太材20に固定し、低床用根太ユニット1を組み立てる。支持プレート13を所定の高さに設定しておいた各根太受金具10を、一定の間隔をおいて複数並べて立設する。そして、各根太受金具10の根太支持部16表面の剥離紙を剥がして両面テープを露出させ、その上に根太材20を載置する。次に、支持プレート13の縦板部15の裏面側から貫通孔17aを介して釘又はビス等の固定部材19を打ち込み、根太受金具10を根太材20に固定して低床用根太ユニット1を構成する。この際、根太材20の壁101への取付面20aにパッキン21を取り付ける。
なお、パッキン21は、両面に粘着面が形成された緩衝材であり、床パネル103上からの振動を減衰させて壁101への伝達を抑制し、遮音性や衝撃緩和性を高めるものである。また、パッキン21は、低床用根太ユニット1が基礎床102上に垂直に自立するのを補助しており、根太施工時における作業性を向上させることができる。
The joist is constructed using the joist unit 1 for the low floor and the joist bracket 10 configured as described above.
First, the plurality of joisting brackets 10 are fixed to the joist material 20, and the joist unit 1 for low floor is assembled. A plurality of joisting brackets 10 having the support plate 13 set at a predetermined height are erected side by side at regular intervals. Then, the release paper on the surface of the joist support part 16 of each joist bracket 10 is peeled to expose the double-sided tape, and the joist material 20 is placed thereon. Next, a fixing member 19 such as a nail or a screw is driven in from the back surface side of the vertical plate portion 15 of the support plate 13 through the through hole 17a, and the joist bracket 10 is fixed to the joist member 20 to fix the joist unit 1 for the low floor. Configure. At this time, the packing 21 is attached to the attachment surface 20 a of the joist 20 to the wall 101.
The packing 21 is a cushioning material having adhesive surfaces formed on both sides, and attenuates vibration from the floor panel 103 to suppress transmission to the wall 101, thereby improving sound insulation and impact relaxation. . Further, the packing 21 assists the low floor joist unit 1 to stand vertically on the foundation floor 102, and can improve workability at the time of joist construction.

次に、低床用根太ユニット1を、パッキン21を介して部屋の壁際に沿って配置し、根太材20を、壁101と縦板部15との間に挟まれた状態で配置する。このとき、支持ボルト12の工具挿入溝12aに工具を係合させ、支持ボルト12を軸心回りに回転させる。これにより、支持プレート13を上下移動させ、根太の基礎床102からの高さを微調整し、施工高さに調整することができる。   Next, the joist unit 1 for low floors is disposed along the wall of the room through the packing 21, and the joist material 20 is disposed in a state of being sandwiched between the wall 101 and the vertical plate portion 15. At this time, the tool is engaged with the tool insertion groove 12a of the support bolt 12, and the support bolt 12 is rotated about the axis. Thereby, the support plate 13 can be moved up and down, and the height of the joist from the foundation floor 102 can be finely adjusted to the construction height.

高さ調整後、接着剤6を支持プレート13から突出する支持ボルト12の先端部分に供給し、接着剤6を支持ボルト12と支持プレート13の雌ねじ部14aとの係合部に注入して支持ボルト12を固定し、根太の高さが変動しないようにする。上述したように、支持プレート13の雌ねじ部14aの周囲には、凹状の接着剤溜め18が設けられているので、この接着剤溜め18で接着剤が保持され、支持ボルト12と支持プレート13の雌ねじ部14aとの間に接着剤6が入り込み易くなっている。
そして、防振ゴム11を基礎床102上に接着剤等で固定し、際根太の施工を仕上げる。
After the height adjustment, the adhesive 6 is supplied to the tip end portion of the support bolt 12 protruding from the support plate 13, and the adhesive 6 is injected into the engagement portion between the support bolt 12 and the female screw portion 14 a of the support plate 13 for support. The bolt 12 is fixed so that the joist height does not fluctuate. As described above, since the concave adhesive reservoir 18 is provided around the female screw portion 14 a of the support plate 13, the adhesive is held in the adhesive reservoir 18, and the support bolt 12 and the support plate 13 are connected to each other. The adhesive 6 can easily enter between the female screw portion 14a.
And the anti-vibration rubber | gum 11 is fixed on the foundation floor 102 with an adhesive etc., and the construction of a joist is finished.

なお、二重床構造110は、図1及び図4に示すように、部屋の壁際に設けられた際根太100と、基礎床102上に配設された支持脚30との上に下地パネル104を介して床パネル103を配置することにより、基礎床102と床パネル103との間に空間部4を構成する。
床パネル103を支持する支持脚30について簡単に説明しておくと、支持脚30は、図4に示すように、基礎床102上に設置され、際根太100に接しない下地パネル104の他の縁部、及び際根太100から離れた部屋の中央部において、下地パネル104を支持するものである。
As shown in FIGS. 1 and 4, the double floor structure 110 has a base panel 104 on a joist 100 provided on the wall of the room and a support leg 30 disposed on the foundation floor 102. By arranging the floor panel 103 through the space part 4, the space part 4 is formed between the foundation floor 102 and the floor panel 103.
The support legs 30 that support the floor panel 103 will be described briefly. The support legs 30 are installed on the foundation floor 102 as shown in FIG. The base panel 104 is supported at the edge and at the center of the room away from the joist 100.

支持脚30は、例えば、図5に示すように、基礎床102上に配設される防振ゴム31と、防振ゴム31に垂直に支持された支持ボルト32と、下地パネル104を支持するとともに、支持ボルト32の上部に係合して支持ボルト32の回転動作に伴って上下移動する支持プレート33とから構成されており、支持プレート33を上下移動させることにより、下地パネル104の基礎床102からの高さを調整することができる。
図5に示す支持脚30においては、支持プレート33の中央部分にカップ状の凸部34が突設され、凸部34の裏面側に同時に形成される凹部35に防振ゴム31の一部が収納可能なように、防振ゴム31の外径と比べて十分大きい内径の凹部35が形成されている。そして、図6に示すように、支持プレート33の凸部34の側面と下地パネル104の側面とを当接させて配置することにより、下地パネル104を一定の隙間38を設けて敷設することができる。
なお、下地パネル104と支持脚30とは、セルフタッピングスクリュ39を下地パネル104の上面側から支持プレート33に打ち込むことにより固定される。
For example, as shown in FIG. 5, the support leg 30 supports a vibration isolating rubber 31 disposed on the foundation floor 102, a support bolt 32 supported perpendicularly to the vibration isolating rubber 31, and the base panel 104. And a support plate 33 that engages with the upper portion of the support bolt 32 and moves up and down as the support bolt 32 rotates. By moving the support plate 33 up and down, the base floor of the base panel 104 is formed. The height from 102 can be adjusted.
In the support leg 30 shown in FIG. 5, a cup-shaped protrusion 34 protrudes from the center portion of the support plate 33, and a part of the vibration isolating rubber 31 is formed in a recess 35 that is simultaneously formed on the back side of the protrusion 34. A recess 35 having an inner diameter that is sufficiently larger than the outer diameter of the vibration-proof rubber 31 is formed so as to be housed. Then, as shown in FIG. 6, the base panel 104 can be laid with a certain gap 38 by arranging the side surface of the convex portion 34 of the support plate 33 in contact with the side surface of the base panel 104. it can.
The base panel 104 and the support leg 30 are fixed by driving a self-tapping screw 39 into the support plate 33 from the upper surface side of the base panel 104.

このように、本実施形態の根太受金具10及び低床用根太ユニット1においては、支持プレート13のねじ受部14よりも根太支持部16を低い位置に形成するとともに、ねじ受部14の裏面と縦板部15とにより形成される空所に、防振ゴム11の一部を収納可能にすることで、二重床構造の低床化を図ることができる。また、この低床用根太ユニット1とともに用いられる支持脚30においても、下地パネル104を支持する支持プレート33に凸部34を設け、その裏面側の凹部35に防振ゴム31の一部が収納可能にすることで、二重床構造の低床化が図られている。
また、部屋の壁際と支持プレート13の縦板部15との間に根太材20を挟んだ状態で固定して際根太100を施工することにより、入居後に設置される重量物による上方からの荷重にも対応でき、含水率の変化などによる伸縮により発生する床パネル103の変形を防止することができる。さらに、根太材20を根太受金具10に固定した状態で高さ調節をすることができるので、根太の施工作業を容易に行うことができる。
また、支持ボルト12の頭部は、根太材20の上端面よりも常に下方に配置されるので、床パネル103を敷設する際にも接触する心配がなく、二重床構造の施工時における作業性の向上を図ることができる。
Thus, in the joist bracket 10 and the lower floor joist unit 1 of the present embodiment, the joist support portion 16 is formed at a lower position than the screw support portion 14 of the support plate 13, and the back surface of the screw support portion 14. By making it possible to store a part of the vibration isolating rubber 11 in the space formed by the vertical plate portion 15, it is possible to reduce the floor of the double floor structure. Also, in the support leg 30 used with the low floor joist unit 1, the support plate 33 that supports the base panel 104 is provided with a convex portion 34, and a part of the vibration isolating rubber 31 is stored in the concave portion 35 on the back surface side. By making it possible, the floor of the double floor structure is lowered.
In addition, by installing the joist 100 while fixing the joist material 20 between the wall of the room and the vertical plate portion 15 of the support plate 13, the load from above due to heavy objects installed after moving in The floor panel 103 can be prevented from being deformed due to expansion and contraction due to a change in moisture content. Furthermore, since the height adjustment can be performed in a state where the joist material 20 is fixed to the joist bracket 10, the joist work can be easily performed.
In addition, since the head of the support bolt 12 is always disposed below the upper end surface of the joist member 20, there is no fear of touching when laying the floor panel 103, and work during construction of the double floor structure. It is possible to improve the performance.

次に、本発明の第2実施形態の根太受金具及び低床用根太ユニットについて説明する。
図7及び図8に示すように、根太受金具40の支持プレート43は、雌ねじ部44aが形成されたねじ受部44の両端に、縦板部45を介して、ねじ受部44よりも低い位置になるように根太材50の下面を支持する根太支持部46が屈曲形成されることにより、ねじ受部44を上面とする凸部47が形成されている。凸部47は、その裏側に形成される空所に防振ゴム41の一部が収納可能に形成されている。
また、根太材50は、図8及び図9に示すように、その下面側に、支持プレート43の凸部47を収納可能な凹部51と、その凹部51の上面に支持ボルト42の上端部を配置可能な調整孔52とが設けられている。この凹部51に、支持プレート43の凸部47を収納するとともに、根太材50を、凸部47の両側に配置された根太支持部46で支持することにより、低床用根太ユニット2を構成する。
なお、根太支持部46には、支持プレート43に根太材50を固定する固定部材19(釘又はビス等)を通すための貫通孔46aが設けられている。
Next, the joist bracket and the joist unit for low floor according to the second embodiment of the present invention will be described.
As shown in FIGS. 7 and 8, the support plate 43 of the joisting bracket 40 is lower than the screw receiving portion 44 through the vertical plate portion 45 at both ends of the screw receiving portion 44 in which the female screw portion 44 a is formed. As the joist support portion 46 that supports the lower surface of the joist material 50 is bent so as to be positioned, a convex portion 47 having the screw receiving portion 44 as an upper surface is formed. The convex portion 47 is formed so that a part of the anti-vibration rubber 41 can be stored in a space formed on the back side thereof.
Further, as shown in FIGS. 8 and 9, the joist 50 has a concave portion 51 that can accommodate the convex portion 47 of the support plate 43 on its lower surface side, and an upper end portion of the support bolt 42 on the upper surface of the concave portion 51. An adjustment hole 52 that can be arranged is provided. The convex portion 47 of the support plate 43 is accommodated in the concave portion 51, and the joist material 50 is supported by the joist support portions 46 arranged on both sides of the convex portion 47, thereby configuring the low floor joist unit 2. .
The joist support portion 46 is provided with a through hole 46 a through which a fixing member 19 (such as a nail or a screw) that fixes the joist material 50 to the support plate 43 is passed.

根太の施工は、第1実施形態と同様に、根太受金具40と根太材50とを固定し、低床用根太ユニット2を組み立てた後に、低床用根太ユニット2を、パッキン21を介して部屋の壁際に沿って配置して行う。なお、低床用根太ユニット2は、施工現場に持ち込む前に予め組み立てておいてもよい。そして、調整孔52に露出した支持ボルト42の工具溝に工具を挿入し、根太の基礎床102からの高さを微調整した後に、支持ボルト42を接着剤で固定する。防振ゴム41を基礎床102上に接着剤等で固定し、際根太の施工を仕上げる。   As in the first embodiment, the joist is constructed by fixing the joist support bracket 40 and the joists 50 and assembling the joist unit 2 for the low floor, and then attaching the joist unit 2 for the low floor through the packing 21. Place along the wall of the room. The low floor joist unit 2 may be assembled in advance before being brought into the construction site. Then, after inserting a tool into the tool groove of the support bolt 42 exposed in the adjustment hole 52 and finely adjusting the height of the joist from the foundation floor 102, the support bolt 42 is fixed with an adhesive. The anti-vibration rubber 41 is fixed on the base floor 102 with an adhesive or the like, and the construction of the joist is finished.

この第2実施形態の根太受金具40及び低床用根太ユニット2においては、支持プレート43のねじ受部44よりも根太支持部46を低い位置に形成し、支持プレート43の凸部47の裏側に防振ゴム41の一部を収納可能にするとともに、根太材50の下面に支持プレート43の凸部47を収納可能な凹部51を設けることにより、二重床構造の低床化を図ることができる。
また、ねじ受部44の両側に設けられる根太支持部46により根太材50を支持する構成としたので、低床用根太ユニット2を基礎床102上に自立させることができ、根太施工時における作業性を向上させることができる。
In the joist bracket 40 and the lower floor joist unit 2 of the second embodiment, the joist support portion 46 is formed at a lower position than the screw receiving portion 44 of the support plate 43, and the back side of the convex portion 47 of the support plate 43. In addition, a part of the anti-vibration rubber 41 can be accommodated and a recess 51 capable of accommodating the projection 47 of the support plate 43 is provided on the lower surface of the joist member 50 to reduce the floor of the double floor structure. Can do.
Further, since the joist support 50 is provided by the joist support portions 46 provided on both sides of the screw receiving portion 44, the joist unit 2 for low floor can be self-supported on the base floor 102, and work at the time of joist construction Can be improved.

なお、本発明は上記実施形態の構成のものに限定されるものではなく、細部構成においては、本発明の趣旨を逸脱しない範囲において種々の変更を加えることが可能である。
例えば、根太材の壁への固定手段は、上述したパッキンの他、釘等を使用してもよい。
In addition, this invention is not limited to the thing of the structure of the said embodiment, In a detailed structure, a various change can be added in the range which does not deviate from the meaning of this invention.
For example, as a means for fixing the joist to the wall, a nail or the like may be used in addition to the packing described above.

1,2 低床用根太ユニット
4 空間部
6 接着剤
10,40 根太受金具
11,31,41 防振ゴム
12,32,42 支持ボルト
13,33,43 支持プレート
14,44 ねじ受部
15,45 縦板部
16,46 根太支持部
17 両側部
18 接着剤溜め
19 固定部材
20,50 根太材
21 パッキン
30 支持脚
34 凸部
35 凹部
38 隙間
39 セルフタッピングスクリュ
51 凹部
52 調整孔
100 際根太
101 壁
102 基礎床
103 床パネル
104 下地パネル
110 二重床構造
1, 2 joist unit for low floor 4 space part 6 adhesive 10, 40 joist bracket 11, 31, 41 anti-vibration rubber 12, 32, 42 support bolt 13, 33, 43 support plate 14, 44 screw receiving part 15, 45 Vertical plate portion 16, 46 joist support portion 17 both side portions 18 adhesive reservoir 19 fixing member 20, 50 joist material 21 packing 30 support leg 34 convex portion 35 concave portion 38 gap 39 self tapping screw 51 concave portion 52 adjustment hole 100 joist 101 Wall 102 Base floor 103 Floor panel 104 Base panel 110 Double floor structure

Claims (5)

部屋の壁際に取り付けられる長尺の根太材を支持する根太受金具であって、コンクリートスラブ等の基礎床上に配設される接床台座と、該接床台座に垂直に支持された支持ボルトと、該支持ボルトに係合する雌ねじ部を有してその回転動作に伴い上下移動し高さを調節する支持プレートとを有し、前記支持プレートは、前記雌ねじ部が形成されるねじ受部の一端に、縦板部を介して前記ねじ受部よりも低い位置になるように前記根太材の下面を支持する根太支持部が屈曲形成されるとともに、前記ねじ受部の裏面と前記縦板部とにより形成される空所に、前記接床台座の一部が収納可能に形成されていることを特徴とする根太受金具。   A joist support for supporting a long joist attached to the wall of a room, a flooring pedestal disposed on a foundation floor such as a concrete slab, and a support bolt vertically supported by the flooring pedestal, A support plate that has a female screw portion that engages with the support bolt and that moves up and down with its rotational movement to adjust the height, and the support plate is a screw receiving portion on which the female screw portion is formed. A joist support portion that supports the lower surface of the joist material is bent at one end so as to be lower than the screw support portion via the vertical plate portion, and the back surface of the screw support portion and the vertical plate portion A joist bracket, wherein a part of the floor pedestal is storable in a space formed by 請求項1記載の根太受金具を用いた低床用根太ユニットであって、長尺の根太材と、該根太材の長さ方向の途中位置に設けられる複数の前記根太受金具とを備えてなり、前記根太材は、前記部屋の壁際と前記縦板部との間に挟まれた状態で固定されることを特徴とする低床用根太ユニット。   A floor joist unit using the joist bracket according to claim 1, comprising a long joist member and a plurality of the jojo support members provided at mid-positions in the length direction of the joist member. The floor joist unit is fixed in a state of being sandwiched between the wall of the room and the vertical plate portion. 部屋の壁際に取り付けられる長尺の根太材を支持する根太受金具であって、コンクリートスラブ等の基礎床上に配設される接床台座と、該接床台座に垂直に支持された支持ボルトと、該支持ボルトに係合する雌ねじ部を有してその回転動作に伴い上下移動し高さを調節する支持プレートとを有し、前記支持プレートは、前記雌ねじ部が形成されるねじ受部の両端に、縦板部を介して前記ねじ受部よりも低い位置になるように前記根太材の下面を支持する根太支持部が屈曲形成されることにより前記ねじ受部を上面とする凸部が形成されるとともに、該凸部の裏面に形成される空所に前記接床台座の一部が収納可能に形成されていることを特徴とする根太受金具。   A joist support for supporting a long joist attached to the wall of a room, a flooring pedestal disposed on a foundation floor such as a concrete slab, and a support bolt vertically supported by the flooring pedestal, A support plate that has a female screw portion that engages with the support bolt and that moves up and down with its rotational movement to adjust the height, and the support plate is a screw receiving portion on which the female screw portion is formed. At both ends, a joist support portion that supports the lower surface of the joist material is bent so as to be at a position lower than the screw support portion via a vertical plate portion, whereby a convex portion having the screw support portion as an upper surface is formed. A joist bracket that is formed and is formed so that a part of the floor contact pedestal can be stored in a space formed on a back surface of the convex portion. 請求項3記載の根太受金具を用いた低床用根太ユニットであって、長尺の根太材と、該根太材の長さ方向の途中位置に設けられる複数の前記根太受金具とを備えてなり、前記根太材は、その下面側に前記支持プレートの凸部を収納可能な凹部と、該凹部の上面に前記支持ボルトの上端部を配置可能な調整孔とが設けられており、該凹部に前記支持プレートの凸部を収納するとともに、前記根太材の下面が前記根太支持部により支持されていることを特徴とする低床用根太ユニット。   A floor joist unit using the joist bracket according to claim 3, comprising a long joist member and a plurality of the jojo support members provided at mid-positions in the length direction of the joist member. The joist is provided with a concave portion capable of accommodating the convex portion of the support plate on the lower surface side thereof, and an adjustment hole capable of arranging the upper end portion of the support bolt on the upper surface of the concave portion. A floor joist unit for low floors characterized in that the convex portion of the support plate is housed in the lower surface and the lower surface of the joist material is supported by the joist support portion. 前記根太受金具は、前記支持プレートを最下降位置に配置した際に、前記支持ボルトの頭部が、前記根太支持部に載置された前記根太材の上端面より低くなるように設定されていることを特徴とする請求項2又は4に記載の低床用根太ユニット。
The joist bracket is set so that the head of the support bolt is lower than the upper end surface of the joist material placed on the joist support when the support plate is disposed at the lowest position. The joist unit for low floor according to claim 2 or 4, wherein
JP2011220273A 2011-10-04 2011-10-04 Joist unit for low floor and joist bracket used therein Pending JP2013079529A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011220273A JP2013079529A (en) 2011-10-04 2011-10-04 Joist unit for low floor and joist bracket used therein

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011220273A JP2013079529A (en) 2011-10-04 2011-10-04 Joist unit for low floor and joist bracket used therein

Publications (1)

Publication Number Publication Date
JP2013079529A true JP2013079529A (en) 2013-05-02

Family

ID=48526105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011220273A Pending JP2013079529A (en) 2011-10-04 2011-10-04 Joist unit for low floor and joist bracket used therein

Country Status (1)

Country Link
JP (1) JP2013079529A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107524233A (en) * 2017-09-26 2017-12-29 庄健峰 Passageway for fire apparatus structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107524233A (en) * 2017-09-26 2017-12-29 庄健峰 Passageway for fire apparatus structure

Similar Documents

Publication Publication Date Title
US10196825B2 (en) Modular raised floor system
JP2017020170A (en) Supporting leg for underfloor and vibration-proof rubber seat used for the same, and double floor structure
JP5681918B2 (en) Double floor structure
JP2013079529A (en) Joist unit for low floor and joist bracket used therein
JPH10115079A (en) Unit support leg
JP2015175218A (en) Support leg for floor backing and pedestal used therefor
KR20100066959A (en) An assembly for installation the decoration panel
JP3001383B2 (en) Dry flooring method and unit support leg used for it
JP5204551B2 (en) Insulated double floor structure
KR200388497Y1 (en) A height-regulation style floor frame
JP2001295451A (en) Double floor structure and method of constructing partition or heavy material placed object
JP2007146527A (en) Construction method of movable partition and movable partition
KR101145762B1 (en) The fixing apparatus for insulation material in deck plate, and insulation material installing method using the same
JPH11107495A (en) Unit supporting leg for constructing heat insulated double floor, heat insulated double floor unit, and method for constructing heat insulated double floor using these leg and unit
JP2018178502A (en) Vibration insulation and sound insulation floor structure
JPH11100976A (en) Heat insulation double-floor unit and floor panel with heat insulation material and execution for the floor
JP3163395U (en) Closing member for underfloor gap
JP4627322B2 (en) Double floor structure
JP2001065168A (en) Heat insulation panel and construction of heat insulation double floor using the same
JP2895015B2 (en) Kiwa jota aggregate
JP2007107209A (en) Floor receiving member and double floor
JP6633903B2 (en) Support legs and double floor structure for additional construction of double floor, and additional construction method
JP2008248628A (en) Pedestal for floor supporting tool and double floor
JP2002276060A (en) Interior facing panel installing structure of building
JP4825613B2 (en) High density fiberboard and floor structure