JPS6312192Y2 - - Google Patents

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Publication number
JPS6312192Y2
JPS6312192Y2 JP13641583U JP13641583U JPS6312192Y2 JP S6312192 Y2 JPS6312192 Y2 JP S6312192Y2 JP 13641583 U JP13641583 U JP 13641583U JP 13641583 U JP13641583 U JP 13641583U JP S6312192 Y2 JPS6312192 Y2 JP S6312192Y2
Authority
JP
Japan
Prior art keywords
support shaft
support
nut
floor
screw mechanism
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
JP13641583U
Other languages
Japanese (ja)
Other versions
JPS6045744U (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 JP13641583U priority Critical patent/JPS6045744U/en
Publication of JPS6045744U publication Critical patent/JPS6045744U/en
Application granted granted Critical
Publication of JPS6312192Y2 publication Critical patent/JPS6312192Y2/ja
Granted legal-status Critical Current

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  • Foundations (AREA)
  • Floor Finish (AREA)

Description

【考案の詳細な説明】 この考案は独立基礎に関するものである。[Detailed explanation of the idea] This idea is about independent foundations.

建築物の独立基礎は一般に、コンクリートある
いは鉄筋コンクリートで構成されるが、近年、施
工の省力化や迅速化等の目的で独立基礎を鋼製の
もので形成することがなされるようになつてきて
いる。
Independent foundations for buildings are generally made of concrete or reinforced concrete, but in recent years, independent foundations have been made of steel for the purpose of saving labor and speeding up construction. .

上記鋼製の独立基礎は一般に、土中に埋設され
るフーチンの上面に設置される鋼製基板と、筒状
を成し上記基板の上面に立設されるとともに内周
面にねじ部が形成された鋼製の支柱と、外周面に
ねじ部が形成され上記支柱に上下に移動自在に螺
入された鋼製の支持軸と、この支持軸の上端に回
転自在に嵌合され建築物の床の一部を支えた大引
きを支持する鋼製の受材とから成つている。この
鋼製独立基礎は、基板をフーチンの上面に載せ支
持軸を上昇させて受材を大引きに押接した後に受
材を大引きに釘止めし、支持軸で受材を支持する
ことにより大引きの荷重を受けるようにしたもの
が多かつた。
The above-mentioned steel independent foundation generally has a steel base plate installed on the top surface of the footing buried in the soil, and a cylindrical steel base that is erected on the top surface of the base base and has a threaded part formed on the inner peripheral surface. A steel support shaft with a threaded portion formed on the outer circumferential surface and screwed into the support shaft so as to be able to move up and down, and a steel support shaft that is rotatably fitted to the upper end of the support shaft, It consists of steel supports that support a part of the floor. This independent steel foundation is constructed by placing the board on the top of the footing, raising the support shaft, pressing the support material against the support shaft, nailing the support material to the support shaft, and supporting the support shaft with the support shaft. Many of them were designed to take the load of heavy pulling.

ところが上記構成の独立基礎では、床施工時以
後の建物の荷重の負荷により、または大引きや床
材のソリ等により、受材を取り付けた大引きの一
部が上方に変形移動した場合、受材と支持軸との
回転自在構成に基づく嵌合隙間により床を踏みし
めた場合にきしみ音を生じさせたり、床鳴りの原
因となる等の欠点があつた。
However, with the above-mentioned independent foundation, if a part of the support material is deformed and moved upward due to the load of the building after the floor construction, or due to warpage or warping of the flooring material, the support material will be deformed and moved upward. Due to the fitting gap due to the rotatable structure of the material and the support shaft, there are drawbacks such as creating a creaking sound when stepping on the floor or causing the floor to rumble.

この考案は上記欠点に鑑みてなされたもので、
大引き等の横材を支持する受材をねじ機構により
所要高さで固定できる構成にすることによつて、
横材に受材を密着させて固定でき、しかも横材の
変形を阻止して床のきしみ音や床鳴りを生じない
ようにした独立基礎金物を提供することを目的と
する。
This idea was made in view of the above drawbacks,
By configuring the support material that supports horizontal materials such as large-scale materials to be fixed at the required height using a screw mechanism,
To provide an independent foundation hardware capable of fixing a supporting material in close contact with a horizontal member, and preventing the deformation of the horizontal member and causing no floor squeaks or floor noises.

以下この考案を図面に示す実施例に基づいて説
明する。
This invention will be explained below based on embodiments shown in the drawings.

第1図ないし第3図はこの考案の一実施例を示
すもので、独立基礎金物Aは、正方形状の金属製
基板1と、この基板1の上面中央に立設された筒
状の金属製の支柱2と、この支柱2に上下に移動
自在に挿入された金属製の支持軸3と、この支持
軸3の上端に溶接等により一体に固定された側面
コ字状の金属製の受材4とを主体として構成され
ている。
Figures 1 to 3 show an embodiment of this invention, in which the independent basic hardware A consists of a square metal substrate 1 and a cylindrical metal substrate erected in the center of the upper surface of this substrate 1. A support column 2, a metal support shaft 3 inserted into the support column 2 so as to be movable up and down, and a metal support member with a side U-shape integrally fixed to the upper end of the support shaft 3 by welding or the like. It is mainly composed of 4.

上記基板1には透孔1aが複数形成されるとと
もに基板1の下面には先の尖つた突起1bが多数
形成されている。また、支柱2の外周面には、樹
脂コーテイング層等の保護層2aが形成されてい
る。さらに、支柱2の上端部には支持軸3を支柱
2の上方に所定長さ出した状態で支柱2に固定す
るねじ機構Nが設けられている。このネジ機構N
は支柱2の上端部外周面に形成された外ネジ2b
に螺合するユニオンナツト5と支持軸3の外周面
下部に形成されたねじ部3aに螺合する調整ナツ
ト6と固定ナツト7とにより構成されている。上
記調整ナツト6の下部外周にはフランジ部6aが
形成されていて、このフランジ部6aの外径がユ
ニオンナツト5の下部内周径とほぼ等しくされる
とともに、調整ナツト6の上部の外径はユニオン
ナツト5上部に形成された内向フランジ部5aの
内周径とほぼ等しくされている。すなわち調整ナ
ツト6を支持2の上面に当接させ、ユニオンナツ
ト5を支柱2の外ネジ2bに螺入してユニオンナ
ツト5の内向フランジ部5aを調整ナツト6のフ
ランジ部6aに当接させることにより調整ナツト
6を押さえて支持軸3の上昇を阻止できるように
なつている。また、図中4aは受材4の側板に形
成された釘挿通用の孔、8は調整ナツト6と支柱
2との間に配された樹脂製すべり材である。
A plurality of through holes 1a are formed in the substrate 1, and a large number of pointed protrusions 1b are formed on the lower surface of the substrate 1. Further, a protective layer 2a such as a resin coating layer is formed on the outer peripheral surface of the support column 2. Furthermore, a screw mechanism N is provided at the upper end of the column 2 for fixing the support shaft 3 to the column 2 in a state where it extends a predetermined length above the column 2. This screw mechanism N
is an external thread 2b formed on the outer peripheral surface of the upper end of the support column 2.
It is comprised of a union nut 5 which is screwed into the support shaft 3, an adjustment nut 6 which is screwed into a threaded portion 3a formed at the lower part of the outer peripheral surface of the support shaft 3, and a fixing nut 7. A flange portion 6a is formed on the lower outer periphery of the adjusting nut 6, and the outer diameter of the flange portion 6a is made approximately equal to the lower inner circumferential diameter of the union nut 5, and the outer diameter of the upper portion of the adjusting nut 6 is The diameter is approximately equal to the inner diameter of the inward flange 5a formed on the upper part of the union nut 5. That is, the adjustment nut 6 is brought into contact with the upper surface of the support 2, the union nut 5 is screwed into the external thread 2b of the support 2, and the inward flange portion 5a of the union nut 5 is brought into contact with the flange portion 6a of the adjustment nut 6. This allows the adjustment nut 6 to be held down to prevent the support shaft 3 from rising. Further, in the figure, reference numeral 4a indicates a hole for passing a nail formed in the side plate of the receiving member 4, and reference numeral 8 indicates a resin sliding member disposed between the adjustment nut 6 and the support column 2.

第2図は上記独立基礎金物Aを用いて住宅の床
を支持した状態を示すものである。基板1は住宅
の床10の一部を支える大引き等の横材11の下
方のフーチンFの上面に設置されている。そして
基板1と支柱2とは基板1の周囲と支柱2の下部
の周囲とを覆つて形成されたコンクリート基部1
2によつて固定され、フーチンFとコンクリート
基部12とを覆つて盛土がなされている。なお、
基板1をフーチンF上に固定する際には、支持軸
3を支柱2内に収納して受材4の位置を大引受等
の横材11が来るべき位置より下にしておく。
FIG. 2 shows a state in which the floor of a house is supported using the above-mentioned independent foundation hardware A. The board 1 is installed on the upper surface of a footing F below a horizontal member 11 such as a large drawer that supports a part of the floor 10 of a house. The base plate 1 and the support pillar 2 are formed by a concrete base 1 that covers the periphery of the base plate 1 and the lower part of the support pillar 2.
2, and an embankment is made to cover the footing F and the concrete base 12. In addition,
When fixing the board 1 on the footing F, the support shaft 3 is housed in the support column 2, and the position of the receiving material 4 is set below the position where the horizontal material 11 such as a large underwriter is to be placed.

独立基礎金物Aによつて大引き11を支持する
には、まず、第2図に示すように支柱2の外ネジ
2bからユニオンナツト5を外し、支持軸3の上
下動を自由にした後に支持軸3を上昇させ、受材
4を横材11に嵌め込み、調整ナツト6を支柱2
の上端面にねじ込んで当接させ、前記受材4を構
材11に押圧ぎみに把持させる。次いでユニオン
ナツト5を支柱2の外ネジ2bに螺入してユニオ
ンナツト5の内向フランジ部5aで調整ナツト6
を押さえて支持軸3を固定し、横材11を支持さ
せその後受材4の孔4aを介して横材11に釘を
打ち込んで釘止めする。なお、固定ナツト7は第
3図に示すように調整ナツト6に接触させて調整
ナツト6を押さえておく。
To support the large puller 11 with the independent base hardware A, first remove the union nut 5 from the external thread 2b of the support shaft 2, as shown in Fig. 2, and after freeing the vertical movement of the support shaft 3, Raise the shaft 3, fit the support member 4 into the cross member 11, and tighten the adjustment nut 6 to the support column 2.
The receiving member 4 is held by the structural member 11 while being screwed into contact with the upper end surface of the member 11. Next, screw the union nut 5 into the external thread 2b of the support column 2, and tighten the adjustment nut 6 with the inward flange 5a of the union nut 5.
The support shaft 3 is fixed by holding down, the cross member 11 is supported, and then a nail is driven into the cross member 11 through the hole 4a of the receiving member 4 and nailed. Note that the fixing nut 7 is brought into contact with the adjusting nut 6 and presses the adjusting nut 6 as shown in FIG.

以上のように横材11を独立基礎金物Aで支持
した場合、支持軸3はねじ機構Nによつて上下動
を阻止されるため、支持軸3は横材11の上下方
向へのそりを阻止する。したがつて床を踏み付け
てもきしみ音等を生じることはない。また、床施
工後に建物の自重により床10または横材11に
たわみを生じたり、経年的に横材11にそりを生
じるようなことがある場合でも、ユニオンナツト
5を外ねじ2bから外してナツト6,7を回わす
ことにより支持軸3を上下させ受材4の高さ位置
を横材11の変形に対応させることができる。さ
らに支柱2の外周には保護層2aがあるため、盛
土の湿気により支柱2が腐食することはない。な
お、保護層2aは支柱2の外周に防水テープを巻
装することにより形成してもよく、また支柱2を
腐食し難い材料で形成したり、ライニング鋼管で
形成した場合には保護層2aを省略しても差し支
えない。ところで支柱2と支持軸3の長さを高基
礎と深基礎とに合わせて適宜設定しておけば、深
さの異なる種々の基礎全てにこの考案を適用でき
るのは言うまでもない。なおまた、建築施工上、
防湿の目的で床下の盛土の上に防湿シートを敷設
することがあるが、この考案によれば盛土の上に
突出するのは支柱2であり、この支柱2の外径は
従来のコンクリート製独立基礎の幅・奥行きより
小さくなるため、防温シート敷設の邪摩にならな
い。したがつて防湿シート敷設作業が大巾に楽に
なる。
When the horizontal member 11 is supported by the independent basic hardware A as described above, the support shaft 3 is prevented from vertical movement by the screw mechanism N, so the support shaft 3 prevents the horizontal member 11 from warping in the vertical direction. do. Therefore, even if the floor is stepped on, no squeaks or the like will be generated. In addition, even if the floor 10 or the cross member 11 is bent due to the weight of the building after floor construction, or the cross member 11 is warped over time, it is possible to remove the union nut 5 from the external screw 2b and tighten the nut. By turning 6 and 7, the support shaft 3 can be moved up and down, and the height position of the receiving member 4 can be made to correspond to the deformation of the cross member 11. Furthermore, since there is a protective layer 2a around the outer periphery of the pillar 2, the pillar 2 will not be corroded by moisture in the embankment. Note that the protective layer 2a may be formed by wrapping a waterproof tape around the outer periphery of the support 2, or if the support 2 is made of a material that does not easily corrode or is formed of a lining steel pipe, the protective layer 2a may be formed by wrapping a waterproof tape around the outer periphery of the support 2. It can be omitted. By the way, it goes without saying that this invention can be applied to all types of foundations with different depths by appropriately setting the lengths of the pillars 2 and support shafts 3 in accordance with high foundations and deep foundations. Furthermore, in terms of construction,
A moisture-proof sheet is sometimes laid on the embankment under the floor for the purpose of moisture prevention, but according to this idea, what protrudes above the embankment is the pillar 2, and the outer diameter of this pillar 2 is different from the conventional concrete independent one. Since it is smaller than the width and depth of the foundation, it does not become a hindrance when installing the heat insulation sheet. Therefore, the work of laying the moisture-proof sheet becomes much easier.

ところで、フーチンFの上面が第4図に示す如
く水平面Sに対して傾斜していた場合、基板1を
水平に設置できなくなる虞れがある。この場合、
基板1下面の突起1b……の一部をフーチンFに
打ち込んで基板1を水平に設置するとよい。この
後に基板1の周囲に生コンクリートを打ち込んで
コンクリート基部12を形成する。ところで上記
の場合、基板1とフーチンFとの間には隙間が生
じるが、この隙間は生コンクリートを基板1の透
孔1aから注入することによつて簡単に塞ぐこと
ができる。なお、フーチンFの上面が水平な場合
に基板1とフーチンFとの間に隙間が生じても、
上記透孔1aからの生コンクリート流入により隙
間を塞ぐことができるのは勿論である。
By the way, if the upper surface of the footing F is inclined with respect to the horizontal plane S as shown in FIG. 4, there is a possibility that the substrate 1 cannot be installed horizontally. in this case,
It is preferable to drive some of the protrusions 1b on the lower surface of the substrate 1 into the footing F and install the substrate 1 horizontally. After this, fresh concrete is poured around the substrate 1 to form a concrete base 12. Incidentally, in the above case, a gap is created between the substrate 1 and the footing F, but this gap can be easily filled by pouring fresh concrete through the through hole 1a of the substrate 1. Note that even if a gap occurs between the substrate 1 and the footin F when the upper surface of the footin F is horizontal,
Of course, the gap can be closed by the inflow of fresh concrete from the through hole 1a.

なお、上記実施例ではユニオンナツト5によつ
て調整ナツト6を押さえる構成としたが、ユニオ
ンナツト5の高さを増して内向フランジ部5aの
内周径を小さくし、固定ナツト7の上面を内向フ
ランジ5aで押さえる構成にしてもよい。なおま
た、基板1にねじ孔を多数形成し、これらのねじ
孔に各々ボルトを挿通し、このボルトの上下位置
を各々変えることによつてフーチンF上に基板1
を水平に設置できる構成としてもよい。
In the above embodiment, the adjustment nut 6 is held down by the union nut 5, but the height of the union nut 5 is increased to reduce the inner diameter of the inward flange portion 5a, so that the upper surface of the fixing nut 7 is turned inward. It may be configured to be held down by the flange 5a. Furthermore, by forming a number of screw holes in the board 1, inserting bolts into each of these screw holes, and changing the vertical positions of the bolts, the board 1 can be formed on the footin F.
It may also be configured so that it can be installed horizontally.

以上説明したようにこの考案は、フーチンの上
に設置される基板と、この基板上の中空支柱と、
この支柱に挿入された支持軸と、この支持軸上端
に一体化された受材と、支柱の支持軸を所要位置
で固定するねじ機構とで構成したため、受材を大
引き等の横材に固定し基板をフーチンに固定する
とともに支持軸をねじ機構によつて固定すること
により、横材を支持でき、しかも横材の上下への
変形を阻止して従来生じていた床鳴りを生じさせ
ないようにできる。また、従来のコンクリート製
基礎より施工がはるかに容易である。さらに、床
施工後の建物の荷重による横材の変形、経年的な
横材の変形を生じてもねじ機構により支持軸を上
下させ、受材を上下移動することによつて上記変
形を吸収した上で、横材を支持させることができ
る。
As explained above, this idea consists of a board installed on top of the footing, a hollow support on this board,
The structure consists of a support shaft inserted into this support shaft, a support material integrated into the upper end of this support shaft, and a screw mechanism that fixes the support shaft of the support shaft in the required position, so the support material can be used as a horizontal material such as a large pull. By fixing the base plate to the footing and fixing the support shaft with a screw mechanism, the horizontal member can be supported, and it also prevents the horizontal member from vertically deforming and prevents the floor noise that conventionally occurs. Can be done. It is also much easier to construct than traditional concrete foundations. In addition, even if the horizontal members are deformed due to the load of the building after floor construction or due to deformation of the horizontal members over time, the above deformation can be absorbed by moving the support shaft up and down using a screw mechanism and moving the receiving materials up and down. At the top, the cross members can be supported.

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

図面はこの考案の一実施例を示すもので、第1
図は斜視図、第2図は大引き等の横材を支持した
状態の一部を分解した断面図、第3図はねじ機構
の断面図、第4図はフーチンの上面が水平でない
場合の基板の設置状態を示す正面略図である。 A……独立基礎金物、1……基板、2……支
柱、3……支持軸、4……受材、N……ねじ機
構、5……ユニオンナツト、6……調整ナツト、
7……固定ナツト、10……床、11……横材。
The drawing shows one embodiment of this invention.
The figure is a perspective view, Fig. 2 is a partially exploded cross-sectional view of the horizontal member such as a large puller, etc., Fig. 3 is a cross-sectional view of the screw mechanism, and Fig. 4 shows the case where the top surface of the footing is not horizontal. FIG. 3 is a schematic front view showing the installed state of the board. A... Independent basic hardware, 1... Board, 2... Pillar, 3... Support shaft, 4... Receiving material, N... Screw mechanism, 5... Union nut, 6... Adjustment nut,
7...Fixing nut, 10...Floor, 11...Horizontal member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 建築現場に設けられたフーチンの上面に置かれ
る基板と、この基板の上面に立設された中空の支
柱と、この支柱に出入自在に挿入された支持軸
と、支持軸を支柱上方に所定長さ出した状態で支
柱に固定するねじ機構と、上記支持軸上端一体に
取り付けられ建築物の床の一部を支えた大引き等
の横材を支持する受材とから成り、上記ねじ機構
は、支持軸外面に形成されたねじ部に螺合される
ナツトと、支柱上端外面に形成された外ネジに螺
合され上記ナツトに当接してナツトの上方への移
動を阻止するユニオンナツトとを主体として構成
されて成ることを特徴とする独立基礎金物。
A board placed on the top of a footing set up at a construction site, a hollow post erected on the top of this board, a support shaft inserted into the support so that it can be freely moved in and out, and a support shaft that extends a predetermined length above the support. The screw mechanism consists of a screw mechanism that is fixed to the pillar in an exposed state, and a support member that is attached to the upper end of the support shaft and supports a horizontal member such as a large drawer that supports a part of the floor of the building. , a nut that is screwed into a threaded portion formed on the outer surface of the support shaft, and a union nut that is screwed onto an external thread formed on the outer surface of the upper end of the support shaft and comes into contact with the nut to prevent upward movement of the nut. Independent basic hardware characterized by being constructed as a main body.
JP13641583U 1983-09-02 1983-09-02 independent basic hardware Granted JPS6045744U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13641583U JPS6045744U (en) 1983-09-02 1983-09-02 independent basic hardware

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13641583U JPS6045744U (en) 1983-09-02 1983-09-02 independent basic hardware

Publications (2)

Publication Number Publication Date
JPS6045744U JPS6045744U (en) 1985-03-30
JPS6312192Y2 true JPS6312192Y2 (en) 1988-04-08

Family

ID=30306739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13641583U Granted JPS6045744U (en) 1983-09-02 1983-09-02 independent basic hardware

Country Status (1)

Country Link
JP (1) JPS6045744U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5090818B2 (en) * 2007-08-03 2012-12-05 エア・ウォーター・マッハ株式会社 Floor load support

Also Published As

Publication number Publication date
JPS6045744U (en) 1985-03-30

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