JP4059638B2 - Connection structure of box-shaped steel building materials - Google Patents

Connection structure of box-shaped steel building materials Download PDF

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Publication number
JP4059638B2
JP4059638B2 JP2001066482A JP2001066482A JP4059638B2 JP 4059638 B2 JP4059638 B2 JP 4059638B2 JP 2001066482 A JP2001066482 A JP 2001066482A JP 2001066482 A JP2001066482 A JP 2001066482A JP 4059638 B2 JP4059638 B2 JP 4059638B2
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Prior art keywords
box
mounting hardware
steel
plate portion
shaped steel
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JP2002266438A (en
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良道 河合
喜満 村橋
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Nippon Steel Corp
Nippon Steel Engineering Co Ltd
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Nippon Steel Corp
Nippon Steel Engineering Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、ボックス形鋼製大引きや根太、その他ボックス形鋼を用いた各種建材の接合構造に関するものである。
【0002】
【従来の技術】
木造住宅、鋼製住宅など各種住宅において、木材製(角材)の大引きや根太に代えて、板厚2.3mm以下の薄鋼板製のボックス形鋼からなる大引きや根太が用いられることが多くなった。このボックス形鋼は、閉断面であるので薄鋼板製であるに拘わらず剛性強度に富み、しかも軽量かつ量産できるので安価で、さらに木材製大引きのように白蟻に侵食される恐れもなく、耐久性に富むなどの利点がある。
【0003】
このボックス形鋼製の大引きや根太の両端部は、取り付け金物を用いて土台に設けられた大引き受けや根太受けに固着されるが、これらボックス形鋼や取り付け金物は薄鋼板製であるので、両部材をドリルねじの打設により結合するとき、当該両部材の接合面がドリルねじの推進応力を受けて変形し、両部材が曲がったり、接合面に隙間ができ密着せず、このため締結作業が不十分となり、確実な結合が困難であるという問題があった。
【0004】
図8よって、第1従来例を大引きの例で説明すると、ボックス形鋼製(以下、形鋼製と略称することがある)の大引き1の端部の両側に、断面L字形の取り付け金物3の側板部3aが当てがわれ、この側板部3aと大引き1の両側面9を貫通してドリルねじ19を打設すると共に、L折曲げ板部3bに開設のねじ孔7を挿通して、このL字形の取り付け金物3を大引き受けに固着することで、形鋼製の大引き1の端部が大引き受けに固着される。
【0005】
前記L字形の取り付け金物3の場合、形鋼製大引き1の両側面9の外側からドリルねじ19を打設するが、形鋼製大引き1が薄鋼板製であるので、図8(B)に示すように、ドリルねじ19の打ち込み時に、薄鋼板の両側面9がドリルねじ19の推進応力を受けて内外側に局部的に不安定に曲がり、接合部に隙間13aが生じたり、打設するドリルねじ19が傾く等して、ドリルねじ19による締結が不完全、不確実となり、両部材の確実な結合が出来ないという問題がある。
【0006】
次に、図9よって、第2従来例を大引きの例で説明すると、ボックス形鋼製の大引き1の端部に取り付け金物2が挿入自在に設けられ、この取り付け金物2を大引き受けに固着することで、形鋼製の大引き1の端部が大引き受け3に固着される。取り付け金物2は、所定形状に切断した1枚の薄鋼板を折曲げ成形することにより、両側板4と先端山形連結板5とで構成され、上下方向が開いている平面略山形の係合突出部2aを有しており、両側板4の基端を外側に向け直角に曲げ成形した取り付け翼板6を有した構成である。
【0007】
この取り付け金物2は、翼板6に開設のねじ孔7を通してドリルねじを土台に設けた大引き受け3に打設することで、当該大引き受け3の側面に固着される。さらに、取り付け金物2の係合突出部2aを形鋼製の大引き1内にその端部から挿入するが、それだけでは形鋼製の大引き1と取り付け金物2との間にガタやズレが生じたりして、結合に不安が残る。
【0008】
とくに形鋼製の大引き1は、帯状の薄鋼板をロールフォーミングでボックス断面に成形するが、この形鋼の内面4つ隅部の内の1つの隅部には、必ずカシメ部8が突出部として存在する。このため、図9(B)に示すように、取り付け金物2の両側板4の下端縁11はカシメ部8の高さ(h)分だけ、形鋼製大引き1の底面10から浮かして挿入せざるを得ず、この高さ(h)分が両部材の間隙となり、形鋼製の大引き1と取り付け金物2との間にガタが生じる原因となる。このガタツキのため、人が生活する際に生じる床上振動が根太を介して形鋼製大引き1に伝わるとき、振動による音鳴りが生じる不具合がある。
【0009】
前記の対策として、通常は、形鋼製大引き1の両側面9の外側から取り付け金物2の両側板4を貫通してドリルねじ19を打設するが、形鋼製大引き1と取り付け金物2の何れも薄鋼板製であるので、図9(B)に示すように、ドリルねじ19の打ち込み時に、重合部の両薄鋼板がドリルねじ19の推進応力を受けて内外側に局部的に不安定に曲がり、重合部に隙間13aが生じたり、打設するドリルねじ19が傾く等して、ドリルねじ19による締結が不完全、不確実となり、両部材の確実な結合が出来ないという問題がある。
【0010】
このため、従来構造ではドリルねじ19で結合しても、形鋼製大引き1と取り付け金物2の間にガタツキが残り、床上での振動が両部材の結合部に伝わった時、当該形鋼製大引き1と取り付け金物12の間に音鳴りが生じる不具合が残った。
【0011】
さらに、従来の取り付け金物2では、図9に示されるように係合突出部2aの突出寸法(L)が比較的短寸であり、ドリルねじ(ファスナー)19の接合範囲が狭小なため、この接合範囲での重なり量を調整することによる形鋼製大引き1の長さ方向の調整が困難であった。この問題は、図8の取り付け金物3の場合にも同様に当てはまる。
【0012】
またさらに、図9(B)に示したように、取り付け金物2の両側板4の下端縁11は、カシメ部8の高さ(h)分だけ、形鋼製大引き1の底面10から浮かしてドリルねじ19で支持されるため、形鋼から取り付け金物に作用する応力をドリルねじ19で負担することになり、このためドリルねじ19の接合部に高い耐力が要求されていた。また、形鋼と金物の接合を、ファスナー等を使用せずに仮止めできなかった。形鋼から取り付け金物に作用する応力をドリルねじ19で負担することによる問題は、図8の取り付け金物3の場合にも同様に当てはまる。
【0013】
【発明が解決しようとする課題】
前記のとおり、従来、ドリルねじ19により取り付け金物2や取り付け金物3と形鋼製大引き1とを結合する際、その接合部が内外方向に不安定に折れ曲がったり、接合部に隙間13aが生じて密着できず、結果、ドリルねじ19による両部材の締結が不完全になり、接合部に振動などによる音鳴りが生じる不具合があった。
【0014】
本発明は、前記の問題を解決したボックス形鋼製建材の接合構造を提供することを目的とする。
【0015】
【問題を解決するための手段】
前記の目的を達成するため、本発明は、次のように構成する。
【0016】
第1の発明は、ボックス形鋼製建材の端部を取り付け金物を介して相対する枠側に固定する接合構造であって、前記取り付け金物における、ボックス形鋼との接合板部が分割加工されており、一方の分割接合板部を前記ボックス形鋼の表面側に位置させ、他方の分割接合板部をボックス形鋼の裏面側に位置させて、前記取り付け金物とボックス形鋼が設置され、ボックス形鋼の表面側に位置する前記取り付け金物における一方の分割接合板部側から、ドリルねじ等のファスナーが打ち込まれ、前記取り付け金物は、平薄鋼板を折曲げ成形することにより両側板と先端山形連結板とで構成され、前記一方の分割接合板部と、前記他方の分割接合板部とは、前記両側板にコ字型の切込みを入れることにより分割加工されてなり、更に前記分割接合板部における基端連結端部を外側に曲げ形成することにより、前記ボックス形鋼の両側面を狭持できる狭持間隔が一方の分割接合板部と他方の分割接合板部との間に形成させてなることを特徴とする。
【0017】
第2の発明は、第1の発明において、前記ボックス形鋼製建材の底板(10)内面の隅部にカシメ部(8)が形成され、前記取り付け金物は、下端縁において中心部から左右対称に第1段部(20)が設けられ、前記第1段部(20)は、先端山形連結板(25)の基端折曲げ線(25a)よりも所定寸法だけ先端よりの位置に設けられていることを特徴とする。
【0018】
第3の発明は、第1又は第2の発明において、前記取り付け金物は、両側基端折曲げ線(25a)から頂縁(32)に至る面の上部を下り傾斜縁(33)としていることを特徴とする。
【0020】
【作用】
本発明によると、ボックス形鋼製建材と取り付け金物との結合のためドリルねじ等のファスナーを打設する際、形鋼の内外側面が、取り付け金物における一方と他方の分割接合板部で挟み込まれた状態にあるので、外側の分割接合板部の側からドリルねじ等を打設するとき、薄鋼板製の形鋼がドリルねじの推力受けても、形鋼板面部が内外側に逃げることがなく、したがって、折れ曲ったり、取り付け金物との間で隙間が生じたりせず、両接合板の密着を保ってドリルねじ打ち作業ができる。それにより、ドリルねじ締結による両部材の接合部の完成後もガタがなく、振動による音鳴りが生じることがない。
【0021】
取り付け金物と形鋼との接合部を長く設け、当該接合部に対する形鋼の挿入長さを調整可能に設けることにより、建材である形鋼の長さを調整できる。
【0022】
取り付け金物の分割接合板部が形鋼内面の上側面と下側面に接することで、形鋼から取り付け金物に作用する応力を接触面で負担でき、ファスナーのみで負担させなくてよいので、従来のような局部的負担とならず、ファスナーの破断や、それに起因する形鋼、取り付け金物の破断につながるおそれがない。さらに、取り付け金物の分割接合板部が形鋼内面の上側面と下側面に接することで、形鋼と取り付け金物との接合時、ファスナー等を使用しなくとも仮止めできる。
【0023】
【発明の実施の形態】
以下、本発明の実施形態を図を参照して説明する。
【0024】
図1は、本発明のボックス形鋼製建材(以下形鋼という)の一例である大引きが使用された床支持構造の概要側面図、図2は取り付け金物と形鋼との結合時の拡大斜視図、図3は、取り付け金物10と形鋼10との結合状態を、高さ調整束材10と共に示す斜視図、図4、図5は、取り付け金物の横断平面図と側面図、図6は形鋼の断面図、図7(A)、(B)、(C)は取り付け金物の展開図、平面図、正面図である。
【0025】
図1は、形鋼製大引き1と根太13により床14が支持された床部支持構造を示す。形鋼製大引き1の両端部は、取り付け金物12を介して土台16に固定されている。また土台16に柱17が立設されている。さらに、形鋼製大引き1の中間は1つまたは複数の高さ調整束材18で支持されている。
【0026】
図2以下で、取り付け金物12の詳細を説明する。取り付け金物12は、所定形状に切断した1枚の平薄鋼板を折曲げ成形する(図7に示す)ことにより、両側板24と先端山形連結板25とで構成され、上下方向が開いていて先端が平面略山形で、突出寸法(L1)の係合突出部12aを有しており、両側板24の基端を外側に向け直角に曲げ成形した取り付け翼板26を有した構成である。
【0027】
取り付け金物12の両側板(形鋼製大引き1の両側面9との接合板部)24には、コ字形の切込み23を入れることにより、一方の分割接合板部24aと他方の分割接合板部24bが分割加工されている。コ字形切込み23の両端は取り付け翼板26に向けて形成されていて、取り付け翼板26に位置する両分割接合板部24a、24bの基端連結縁部22を外側に曲げ形成することにより、一方の分割接合板部24aと他方分割接合板部24bとの間に、形鋼製大引き1の両側面9を挟持できる挟持間隙21が、係合突出部12aの上下方向および先端方向が開放された状態で形成されている。形鋼製大引き1の両側面9の外側に位置する一方の分割接合板部24aには、複数のねじ孔7が開設されている。
【0028】
したがって、図1、図2に示すように、形鋼製大引き1の端部を取り付け金物12の係合突出部12aに挿入したとき、形鋼製大引き1の両側面9の内外面が一方の分割接合板部24aと他方の分割接合板部24bで挟持されるのでこの状態で両部材を仮支持できると共に、分割接合板部24aの外方からねじ孔7を介してドリルねじ19を打設するとき、形鋼製大引き1の両側面9は、内側にも外側にも折り曲げられることがなく、接合面に間隙が生じず、密着性を保ってドリルねじ19で緩みなく確実に締結できる。
【0029】
また、取り付け金物12の係合突出部12aの突出寸法(L1)は、十分に長い寸法に設けてあり、形鋼製大引き1の端部を係合突出部12aの基端部まで深く挿入してドリルねじ19で固定し、または、基端部より手前の適正位置まで挿入してドリルねじ19で固定するなど、何れの位置でも形鋼製大引き1の端部を取り付け金物12に確実に固定できるように設けている。したがって、建物の大引き受け3の間隔誤差や形鋼製大引き1の長さに誤差が生じた場合、係合突出部12aへの形鋼製大引き1の挿入長を変えることで、建築現場で、簡単に誤差調整でき、当該形鋼製大引き1や取り付け金物12に加工等を施す必要がなく施工性が向上する。
【0030】
さらに、図7に展開図で示すように、取り付け金物12の下端縁には、中心部から左右対称に第1段部20と第2段部31が形成されていて、左右の第1段部20で挟まれる間が第1段突出部27とされ、左右それぞれの第1段部20と第2段部31の間が第2段突出部28とされている。第1段部20は、先端山形連結板25の基端折曲げ線25aよりも所定寸法(W)だけ先端寄りの位置に設けてある。したがって、図7(B)に示すように、平薄鋼板を曲げ成形した取り付け金物12の係合突出部12aを形鋼製大引き1に挿入するとき、第1段突出部27が形鋼製大引き1の底板10内面に接触し、その側部の所定寸法(W)の部分の空隙部42で、底板10内面の隅部に形成されたカシメ部8の盛上りを交わすことができる。
【0031】
こうして、第1段突出部27の先端と両側板24の上縁(分割接合板部24bの上縁)とが、形鋼製大引き1の底板10と上板30の内面とに圧接することで、取り付け金物12と形鋼製大引き1を上下方向の間でガタツキなく挿入できる。また、取り付け金物12の左右の分割接合板部24b間の間隔寸法(W1)は、形鋼製大引き1の両内側面に密接する寸法に形成してあり、それにより、取り付け金物12と形鋼製大引き1との左右方向の間もガタツキなく挿入できる。なお、所定寸法(W)の空隙31は左右対称に設けられているが、これは構造的バランスの関係および、形鋼製大引き1のカシメ部8が左右何れの位置関係にある場合にも同一の取り付け金物12が適用できるようにしたことによる。
【0032】
さらに、図7に示すように、取り付け金物12の先端山形連結板25の上縁の両側基端折曲げ線25aから頂縁32に至る面を下り傾斜縁33に設けてある。このように先端山形連結板25の上部に下り傾斜縁33を設けることで、この下り傾斜縁33と傾斜が揃うように形鋼製大引き1を傾けて、当該形鋼製大引き1を取り付け金物12に嵌合できる。また、取り付け金物12の両側板24の下端縁において、第2段部31を境としてその前後に段差部が形成されていることで、取り付け金物12に前後方向の曲げ力が作用したとき、当該取り付け金物12は、第2段部31を境として前後に傾くように追従変位でき、応力を緩和できる。
【0033】
取り付け金物12における一方と他方の分割接合板部24a、24bは、図示の2分割構造に限定されず、例えば、一方の分割接合板部24aをさらに上下に複数分割し、その一方を内側複数分割接合板部とし、他方を外側複数分割接合板部として構成してもよい(図示省略する)。さらに、図示例では、取り付け金物12の両側板にコ字形状の切込み23を入れることにより、一方と他方の分割接合板部24a、24bを一体成形する例を示したが、これに限定されず、例えば、一方の分割接合板部24aに相当する外側接合板部を両側板24に溶接してもよい(図示省略する)。
【0034】
次に、図2によって高さ調整束材18を説明する。この高さ調整束材18は、長尺の形鋼製大引き1の中間を適宜の間隔で支えるもので、所定長の筒状支持杆34の上端にねじ調整部35を介してコ字状支持枠36が設けられ、筒状支持杆34の下端にねじ調整部35を介してベースプレート37が設けられている。上端のねじ調整部35において、コ字状支持枠36の底部36aの下面に、緩み止めナット38が螺合されたねじ杆39が溶接されていて、当該ねじ杆39は筒状支持杆34の上端のねじ部40に螺合されている。ねじ杆39には、ばね性を有するワッシャ41が嵌合されている。
【0035】
したがって、高さ調整束材18のコ字状支持枠36で形鋼製大引き1を支持できると共に、ねじ杆39を回してコ字状支持枠36の高さを調整でき、かつ、その位置でワッシャ41を介して緩み止めナット38を締結することで、コ字状支持枠36の高さを位置決めできる。
【0036】
下端のねじ調整部35も、上端のねじ調整部35と略同様に設けられる。すなわち、ベースプレート37の上面に、緩み止めナット38が螺合されたねじ杆39が溶接されていて、当該ねじ杆39は筒状支持杆34の上端のねじ部40に螺合されている。ねじ杆39には、ばね性を有するワッシャ41が嵌合されている。
【0037】
したがって、ねじ杆39を回して、その位置でワッシャ41を介して緩み止めナット38を締結することで、筒状支持杆34の高さを調整できる。こうして上下のねじ調整部35を2段階調整し、高さ調整束材18のコ字状支持枠36を高さ調整ができ、かつ、強力なばね性を有するワッシャ41により緩み止めナット38の締結作用を確実にできる。
【0038】
なお、本発明に係るボックス形鋼製建材は、大引きに限らず、根太その他の建材でもよく、この建材を取り付け金物を用いて他部材に接合する場合に適用できる。さらに、締結部材としてはドリルねじに限らず、各種ファスナーを用いても構わない。
【0039】
【発明の効果】
本発明によると、ボックス形鋼製建材と取り付け金物との結合のためドリルねじ等のファスナーを打設するとき、形鋼の内外側面が、取り付け金物における一方と他方の分割接合板部で挟み込まれた状態にあるので、外側の分割接合板部の側からファスナーを打設するとき、薄鋼板製の形鋼がドリルねじの推力でファスナー周辺が押されても、形鋼板面部は逃げず、したがって、局部的に折れ曲ったり、形鋼と取り付け金物との接合部間で隙間が生じたりせず、両接合板の密着を保ってファスナー打設作業ができる。これにより、ファスナー打設による両部材の接合部の完成後もガタがなく、振動による音鳴りが生じることがない。
【0040】
また、取り付け金物の分割接合部材が形鋼内面の上側面と下側面に接することで、形鋼と取り付け金物との接合時、ファスナー等を使用しなくとも仮止めできる。さらに、取り付け金物の形鋼との接合部を長く設けることで、当該接合部に対する形鋼の重なり量を調整することにより、建材である形鋼の長さを調整できる。
【0041】
さらに、取り付け金物の一方の分割接合部材が、形鋼内面の上側面と下側面に接触することで、形鋼から取り付け金物に作用する応力を前記の接触面で負担でき、ファスナーのみで負担させなくてよいので、従来のような局部的負担とならず、ファスナーの破断や、それに起因する形鋼、取り付け金物の破断することがない。
【図面の簡単な説明】
【図1】本発明に係るボックス形鋼製建材の1例として大引きが実施された床支持構造の概要側面図である。
【図2】本発明の実施形態に係る取り付け金物と形鋼製大引きとの結合前の拡大斜視図である。
【図3】本発明の実施形態に係る取り付け金物と形鋼製大引きと高さ調整束材とを示す斜視図である。
【図4】取り付け金物の横断平面図である。
【図5】取り付け金物の側面図である。
【図6】形鋼の断面図である。
【図7】(A)、(B)、(C)、(D)は取り付け金物の展開図、正面図、側面図、平面図である。
【図8】(A)、(B)は、第1の従来例に係る取り付け金物とボックス形鋼との結合時の拡大斜視図と結合後の断面図である。
【図9】(A)、(B)は、第2の従来例に係る取り付け金物とボックス形鋼との結合時の拡大斜視図と結合後の断面図である。
【符号の説明】
1 大引き
2 取り付け金物
3 取り付け金物
4 両側板
5 先端山形連結板
6 取り付け翼板
7 ねじ孔
8 カシメ部
9 両側面
10 底板
12 取り付け金物
13 根太
14 床
15 基礎
16 土台
17 柱
18 高さ調整束材
19 ドリルねじ
20 第1段部
21 第2段部
22 基端連結縁部
23 コ字形の切込み
24 両側板
24a 一方の分割接合板部
24b 他方の分割接合板部
25 先端山形連結板
26 取り付け翼板
27 第1突出部
28 第2段突出部
30 上板
31 第2段部
32 頂縁
33 下り傾斜縁
34 筒状支持部
35 ねじ調整部
36 コ字上支持部
37 ベースプレート
38 緩み止めナット
39 ねじ杆
40 ねじ部
41 ワッシャ
42 空隙部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint structure of various building materials using box-shaped steel large draws, joists, and other box-shaped steels.
[0002]
[Prior art]
In various types of houses such as wooden houses and steel houses, instead of the lumber or square joists made of timber (square bars), the large joists or joists made of thin steel box-shaped steel with a thickness of 2.3 mm or less are used. Increased. This box-shaped steel has a closed cross section and is rich in rigidity despite being made of a thin steel plate, and it is lightweight and can be mass-produced, so it is inexpensive, and there is no risk of being eroded by white ants like wood-made pulls. There are advantages such as high durability.
[0003]
Both ends of the box-shaped steel large draw and joist are fixed to the large take-off and joist supports provided on the base using mounting hardware, but these box-shaped steel and mounting hardware are made of thin steel plates. When connecting both members by drill screw drilling, the joint surface of the two members is deformed by the driving force of the drill screw, and both members are bent or gaps are not formed on the joint surface, so that There has been a problem that the fastening operation is insufficient and it is difficult to perform a reliable connection.
[0004]
Referring to FIG. 8, the first conventional example will be described as an example of large drawing. The attachment of L-shaped cross section is provided on both sides of the end portion of the large drawing 1 made of box-shaped steel (hereinafter sometimes referred to as “shaped steel”). The side plate portion 3a of the metal piece 3 is applied, and a drill screw 19 is driven through the side plate portion 3a and both side surfaces 9 of the large pull 1, and an open screw hole 7 is inserted into the L-folded plate portion 3b. Then, by fixing the L-shaped attachment metal 3 to the large receiver, the end portion of the structural steel large drawer 1 is fixed to the large receiver.
[0005]
In the case of the L-shaped fitting 3, the drill screw 19 is driven from the outside of the both side surfaces 9 of the shape steel pulling 1. Since the shape steel pulling 1 is made of a thin steel plate, FIG. ), When the drill screw 19 is driven, both side surfaces 9 of the thin steel plate are subjected to the driving stress of the drill screw 19 to bend in an unstable manner locally on the inner and outer sides, and a gap 13a is formed at the joint portion. As the drill screw 19 to be installed is inclined, there is a problem that the fastening by the drill screw 19 is incomplete and uncertain, and the two members cannot be reliably connected.
[0006]
Next, referring to FIG. 9, the second conventional example will be described as an example of large pulling. An attachment hardware 2 is provided at the end of the box-shaped steel large pulling 1 so as to be freely inserted. By fixing, the end portion of the shape steel large pull 1 is fixed to the large pull receiver 3. The mounting hardware 2 is formed by bending a thin steel plate cut into a predetermined shape, and is composed of both side plates 4 and a front chevron connecting plate 5, and is an engagement projection having a substantially planar shape that is open in the vertical direction. It has a portion 2a, and has a mounting blade 6 that is bent at a right angle with the base ends of both side plates 4 facing outward.
[0007]
The mounting hardware 2 is fixed to the side surface of the large receiver 3 by placing a drill screw in the large receiver 3 provided on the base through the screw hole 7 provided in the blade plate 6. Furthermore, the engagement protrusion 2a of the mounting hardware 2 is inserted into the shape steel pull 1 from its end, but only by that, there is a backlash or misalignment between the shape steel pull 1 and the mounting hardware 2. Or uncertainties in the bond.
[0008]
In particular, the shape steel large draw 1 is formed by forming a strip-shaped thin steel plate into a box cross section by roll forming, but the crimped portion 8 always protrudes at one of the four inner corners of the shape steel. Exists as a part. For this reason, as shown in FIG. 9 (B), the lower end edge 11 of the both side plates 4 of the mounting hardware 2 is inserted by being lifted from the bottom surface 10 of the shape steel puller 1 by the height (h) of the caulking portion 8. Inevitably, this height (h) becomes a gap between the two members, which causes a backlash between the shape steel pull 1 and the mounting hardware 2. Due to this rattling, there is a problem in that when the vibration on the floor that occurs when a person lives is transmitted to the shape steel pull 1 through the joists, a noise is generated by the vibration.
[0009]
As a countermeasure for this, usually, the drill screws 19 are driven through the both side plates 4 of the mounting hardware 2 from the outside of the both side surfaces 9 of the structural steel pulling 1. 9 is made of a thin steel plate. Therefore, as shown in FIG. 9B, when the drill screw 19 is driven, both thin steel plates in the overlapped portion receive the driving stress of the drill screw 19 and locally on the inside and outside. Problems such as unstable bending, gap 13a in the overlapped portion, tilting of the drill screw 19 to be placed, and incomplete and uncertain fastening of the drill screw 19, and failing to reliably connect the two members. There is.
[0010]
For this reason, even if it joins with the drill screw 19 in a conventional structure, when the backlash remains between the shape steel pulling 1 and the attachment hardware 2, and the vibration on the floor is transmitted to the joint part of both members, the said shape steel There remains a problem that a noise occurs between the large draw 1 and the mounting hardware 12.
[0011]
Furthermore, in the conventional mounting hardware 2, the protrusion dimension (L) of the engagement protrusion 2a is relatively short as shown in FIG. 9, and the joining range of the drill screw (fastener) 19 is narrow. It was difficult to adjust the length direction of the structural steel pulling 1 by adjusting the amount of overlap in the joining range. This problem also applies to the case of the mounting hardware 3 in FIG.
[0012]
Furthermore, as shown in FIG. 9 (B), the lower end edge 11 of the both side plates 4 of the mounting hardware 2 floats from the bottom surface 10 of the shape steel pulling 1 by the height (h) of the crimping portion 8. Therefore, since the drill screw 19 bears the stress acting on the fitting from the shape steel, the joint portion of the drill screw 19 is required to have a high proof stress. Further, the joining of the shape steel and the hardware could not be temporarily stopped without using a fastener or the like. The problem of bearing the stress acting on the mounting hardware from the shape steel with the drill screw 19 applies to the mounting hardware 3 of FIG.
[0013]
[Problems to be solved by the invention]
As described above, conventionally, when the mounting hardware 2 or the mounting hardware 3 and the structural steel large draw 1 are coupled by the drill screw 19, the joint portion is bent inwardly or outwardly, or a gap 13a is generated in the joint portion. As a result, the fastening of both members by the drill screw 19 is incomplete, and there is a problem that a noise due to vibration or the like occurs in the joint portion.
[0014]
An object of this invention is to provide the junction structure of the box-shaped steel building materials which solved the said problem.
[0015]
[Means for solving problems]
In order to achieve the above object, the present invention is configured as follows.
[0016]
1st invention is the joining structure which fixes the edge part of box-shaped steel building materials to the frame side which opposes via attachment hardware, Comprising: The joining board part with box-shaped steel in the said attachment hardware is divided-processed. The one split joint plate part is located on the front side of the box shape steel, the other split joint plate part is located on the back side of the box shape steel, and the mounting hardware and the box shape steel are installed, A fastener such as a drill screw is driven from one split joint plate side of the mounting hardware located on the surface side of the box-shaped steel, and the mounting hardware is formed by bending a flat thin steel plate to form both side plates and tips. It is composed of a chevron-shaped connecting plate, and the one split joint plate portion and the other split joint plate portion are divided by making U-shaped cuts in the both side plates, and further the split joint By bending outwardly the base end connecting end of the box section, a holding interval capable of sandwiching both side surfaces of the box-shaped steel is formed between one split joint plate portion and the other split joint plate portion. It is characterized by.
[0017]
According to a second invention, in the first invention, a caulking portion (8) is formed at a corner of the inner surface of the bottom plate (10) of the box-shaped steel building material, and the mounting hardware is symmetrical from the center portion at the lower end edge. The first step portion (20) is provided at a position closer to the tip by a predetermined dimension than the proximal fold line (25a) of the tip chevron connecting plate (25). It is characterized by.
[0018]
According to a third aspect of the present invention, in the first or second aspect of the invention, the mounting hardware has a downward inclined edge (33) at an upper portion of the surface from the both-side proximal bending line (25a) to the top edge (32). It is characterized by.
[0020]
[Action]
According to the present invention, when a fastener such as a drill screw is driven to join the box-shaped steel building material and the mounting hardware, the inner and outer surfaces of the shape steel are sandwiched between one and the other divided joint plate portions of the mounting hardware. Therefore, when a drill screw or the like is placed from the outer split joint plate side, the steel plate surface portion does not escape to the inside or outside even if the steel plate is subjected to the thrust of the drill screw. Therefore, the drill screwing operation can be performed while maintaining close contact between both the joining plates without bending or creating a gap between the mounting hardware. Thereby, there is no backlash after completion of the joint part of both members by fastening with a drill screw, and the noise due to vibration does not occur.
[0021]
The length of the structural steel that is the building material can be adjusted by providing a long joint between the mounting hardware and the structural steel and adjusting the insertion length of the structural steel into the joint.
[0022]
Since the split joint plate part of the mounting hardware is in contact with the upper and lower surfaces of the inner surface of the shape steel, the stress acting on the mounting hardware from the shape steel can be borne by the contact surface, and it is not necessary to bear only with the fastener. There is no such a local burden, and there is no possibility of rupture of the fastener and the resulting structural steel and attachment hardware. Furthermore, when the divided joint plate portion of the mounting hardware is in contact with the upper and lower surfaces of the inner surface of the shaped steel, it can be temporarily fixed without using a fastener or the like when joining the shaped steel and the mounting hardware.
[0023]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
[0024]
FIG. 1 is a schematic side view of a floor support structure in which a large pull, which is an example of a box-shaped steel building material (hereinafter referred to as a shape steel) according to the present invention, is used, and FIG. 2 is an enlarged view when a mounting hardware and a shape steel are combined. A perspective view, FIG. 3 is a perspective view showing a coupling state of the mounting hardware 10 and the shape steel 10 together with the height adjusting bundle 10, and FIGS. 4 and 5 are a cross-sectional plan view and a side view of the mounting hardware, FIG. Is a cross-sectional view of a section steel, and FIGS. 7A, 7B, and 7C are a developed view, a plan view, and a front view of a mounting hardware.
[0025]
FIG. 1 shows a floor portion support structure in which a floor 14 is supported by a shape steel pull 1 and a joist 13. Both end portions of the shape steel large pull 1 are fixed to a base 16 via mounting hardware 12. A pillar 17 is erected on the base 16. Further, the intermediate portion of the structural steel draw 1 is supported by one or a plurality of height adjusting bundles 18.
[0026]
Details of the mounting hardware 12 will be described below with reference to FIG. The mounting hardware 12 is composed of both side plates 24 and a tip angle connecting plate 25 by bending one flat thin steel plate cut into a predetermined shape (shown in FIG. 7), and the vertical direction is open. The front end has a substantially planar shape, has an engagement protrusion 12a having a protrusion dimension (L 1 ), and has an attachment vane plate 26 that is bent at a right angle with the base ends of both side plates 24 outward. .
[0027]
By inserting U-shaped cuts 23 into both side plates (joint plate portions with both side surfaces 9 of the structural steel pulling 1) 24 of the mounting hardware 12, one split joint plate portion 24a and the other split joint plate. The part 24b is divided and processed. Both ends of the U-shaped cut 23 are formed toward the attachment blade plate 26, and by bending the proximal end connecting edge portions 22 of both split joint plate portions 24a and 24b located on the attachment blade plate 26 outward, A clamping gap 21 that can sandwich both side surfaces 9 of the structural steel large pull 1 is opened between the one divided joining plate portion 24a and the other divided joining plate portion 24b, so that the vertical direction and the distal end direction of the engagement protruding portion 12a are open. It is formed in the state. A plurality of screw holes 7 are formed in one split joint plate portion 24 a located outside the both side surfaces 9 of the shape steel large pull 1.
[0028]
Therefore, as shown in FIGS. 1 and 2, when the end portion of the shape steel large pull 1 is inserted into the engagement protrusion 12 a of the mounting hardware 12, the inner and outer surfaces of both side surfaces 9 of the shape steel large pull 1 are Since it is sandwiched between one split joint plate portion 24a and the other split joint plate portion 24b, both members can be temporarily supported in this state, and the drill screw 19 can be inserted from the outside of the split joint plate portion 24a through the screw hole 7. When placing, both side surfaces 9 of the structural steel pulling 1 are not bent inwardly or outwardly, no gap is formed in the joint surface, and the adhesion is maintained and the drill screw 19 ensures that it is not loosened. Can be concluded.
[0029]
Further, the projecting dimension (L 1 ) of the engagement protrusion 12a of the mounting hardware 12 is set to a sufficiently long dimension, and the end of the shape steel large pull 1 is deeply extended to the base end of the engagement protrusion 12a. Insert the end of the shape steel pull 1 to the mounting hardware 12 at any position, such as inserting and fixing with the drill screw 19 or inserting it to the appropriate position before the base end and fixing with the drill screw 19. It is provided so that it can be fixed securely. Therefore, when an error occurs in the interval error of the large pulling 3 of the building or the length of the shape steel large pull 1, the construction site is changed by changing the insertion length of the shape steel large pull 1 to the engagement protrusion 12a. Thus, the error can be easily adjusted, and it is not necessary to perform processing or the like on the shape steel pulling 1 or the mounting hardware 12, thereby improving the workability.
[0030]
Further, as shown in a developed view in FIG. 7, the first step portion 20 and the second step portion 31 are formed on the lower end edge of the mounting hardware 12 symmetrically from the center portion, and the left and right first step portions. Between the first step portion 27 and the second step portion 31, the second step protrusion portion 28 is formed between the left and right first step portions 20 and 31. The first step portion 20 is provided at a position closer to the distal end by a predetermined dimension (W) than the proximal bending line 25 a of the distal chevron connecting plate 25. Therefore, as shown in FIG. 7 (B), when the engagement protrusion 12a of the mounting hardware 12 formed by bending a flat thin steel plate is inserted into the shape steel pull 1, the first step protrusion 27 is made of shape steel. The crimping portion 8 formed at the corner of the inner surface of the bottom plate 10 can intersect with the gap 42 of the predetermined dimension (W) on the side of the bottom plate 10 in contact with the inner surface of the bottom plate 10.
[0031]
Thus, the tip of the first step protrusion 27 and the upper edges of the side plates 24 (upper edges of the divided joining plate portions 24b) are in pressure contact with the bottom plate 10 of the shape steel large pull 1 and the inner surface of the upper plate 30. Thus, the mounting hardware 12 and the shape steel large pull 1 can be inserted between the up and down directions without rattling. Further, the distance dimension (W 1 ) between the left and right divided joint plate portions 24b of the mounting hardware 12 is formed to be in close contact with both inner side surfaces of the section steel pulling 1, and thereby the mounting hardware 12 and It can be inserted between the left and right direction with the shape steel large pull 1 without rattling. In addition, although the space | gap 31 of the predetermined dimension (W) is provided left-right symmetrically, this is also in the case where the caulking part 8 of the structural steel large drawing 1 is in any position on the left and right. This is because the same mounting hardware 12 can be applied.
[0032]
Further, as shown in FIG. 7, a surface from the both-side proximal fold line 25 a to the top edge 32 of the upper edge of the tip chevron connecting plate 25 of the mounting hardware 12 is provided on the downward inclined edge 33. In this way, by providing the descending inclined edge 33 on the top of the tip chevron connecting plate 25, the shape steel large pull 1 is inclined so that the inclination is aligned with the downward inclined edge 33, and the shape steel large pull 1 is attached. It can be fitted to the hardware 12. Further, at the lower end edge of the both side plates 24 of the mounting hardware 12, a step portion is formed on the front and rear sides of the second step portion 31, so that when a bending force in the front-rear direction acts on the mounting hardware 12, The mounting hardware 12 can be displaced following the front end of the second step portion 31 so as to incline back and forth, and can relieve stress.
[0033]
One and the other divided joining plate portions 24a and 24b in the mounting hardware 12 are not limited to the illustrated two-divided structure. For example, one divided joining plate portion 24a is further divided into a plurality of portions, and one of them is divided into a plurality of inner divided portions. You may comprise as a joining board part and the other as an outer side multiple division | segmentation joining board part (illustration omitted). Furthermore, in the illustrated example, the example in which the one and the other divided joint plate portions 24a and 24b are integrally formed by inserting the U-shaped cuts 23 in the both side plates of the mounting hardware 12 is shown, but the present invention is not limited thereto. For example, an outer joining plate portion corresponding to one divided joining plate portion 24a may be welded to both side plates 24 (not shown).
[0034]
Next, the height adjusting bundle 18 will be described with reference to FIG. The height adjusting bundle 18 supports the middle of the long section-shaped steel pull 1 at an appropriate interval. The upper end of a cylindrical support rod 34 having a predetermined length is U-shaped via a screw adjusting portion 35. A support frame 36 is provided, and a base plate 37 is provided at the lower end of the cylindrical support rod 34 via a screw adjusting portion 35. In the screw adjusting portion 35 at the upper end, a screw rod 39 to which a locking nut 38 is screwed is welded to the lower surface of the bottom portion 36 a of the U-shaped support frame 36, and the screw rod 39 is connected to the cylindrical support rod 34. Screwed into the upper threaded portion 40. The screw rod 39 is fitted with a washer 41 having a spring property.
[0035]
Accordingly, the U-shaped support frame 36 of the height adjusting bundle 18 can support the structural steel pull 1 and the screw rod 39 can be turned to adjust the height of the U-shaped support frame 36, and Then, the height of the U-shaped support frame 36 can be positioned by fastening the locking nut 38 via the washer 41.
[0036]
The screw adjusting portion 35 at the lower end is also provided in substantially the same manner as the screw adjusting portion 35 at the upper end. That is, a screw rod 39 to which a locking nut 38 is screwed is welded to the upper surface of the base plate 37, and the screw rod 39 is screwed to the screw portion 40 at the upper end of the cylindrical support rod 34. The screw rod 39 is fitted with a washer 41 having a spring property.
[0037]
Therefore, the height of the cylindrical support rod 34 can be adjusted by turning the screw rod 39 and fastening the locking nut 38 via the washer 41 at that position. In this way, the upper and lower screw adjusting portions 35 are adjusted in two stages, the height of the U-shaped support frame 36 of the height adjusting bundle 18 can be adjusted, and the locking nut 38 is fastened by the washer 41 having a strong spring property. The action can be ensured.
[0038]
In addition, the box-shaped steel building material which concerns on this invention may be applied to the case where this building material is joined to another member using an attachment metal fitting, not only large drawing but other joists and other building materials. Furthermore, the fastening member is not limited to a drill screw, and various fasteners may be used.
[0039]
【The invention's effect】
According to the present invention, when a fastener such as a drill screw is driven to join a box-shaped steel building material and an attachment hardware, the inner and outer surfaces of the shape steel are sandwiched between one and the other divided joint plate portions of the attachment hardware. Therefore, when the fastener is driven from the side of the outer divided joint plate part, even if the steel plate shape steel is pushed around the fastener by the thrust of the drill screw, the shape steel plate surface part will not escape, therefore In addition, it is possible to perform the fastener placing work while maintaining close contact between both the joining plates without locally bending or creating a gap between the joining portions of the shape steel and the mounting hardware. Thereby, there is no backlash after completion of the joint part of both members by fastener placement, and the noise by vibration does not arise.
[0040]
In addition, since the split joining members of the attachment hardware are in contact with the upper side surface and the lower side surface of the inner surface of the shape steel, it is possible to temporarily fix the shape steel and the attachment hardware without using a fastener or the like. Furthermore, the length of the shape steel which is a building material can be adjusted by adjusting the amount of overlap of the shape steel with respect to the said junction part by providing the junction part with the shape steel of an attachment metal | frame long.
[0041]
Furthermore, when one split joint member of the mounting hardware comes in contact with the upper and lower surfaces of the inner surface of the shaped steel, the stress acting on the mounting hardware from the shaped steel can be borne by the contact surface, and only the fastener is borne. Since there is no need, there is no local load as in the prior art, and there is no breakage of the fastener, no section steel and attachment hardware due to it.
[Brief description of the drawings]
FIG. 1 is a schematic side view of a floor support structure in which large pulling is performed as an example of a box-shaped steel building material according to the present invention.
FIG. 2 is an enlarged perspective view of the mounting hardware according to the embodiment of the present invention and the shape steel pulling before being coupled.
FIG. 3 is a perspective view showing an attachment hardware, shape steel pulling, and a height adjusting bundle according to an embodiment of the present invention.
FIG. 4 is a cross-sectional plan view of the mounting hardware.
FIG. 5 is a side view of the mounting hardware.
FIG. 6 is a cross-sectional view of a section steel.
FIGS. 7A, 7B, 7C and 7D are a development view, a front view, a side view, and a plan view of a mounting hardware.
FIGS. 8A and 8B are an enlarged perspective view and a cross-sectional view after the attachment of the mounting hardware and the box-shaped steel according to the first conventional example, respectively.
FIGS. 9A and 9B are an enlarged perspective view and a cross-sectional view after the attachment of the mounting hardware and the box-shaped steel according to the second conventional example, respectively.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Large drawing 2 Mounting metal 3 Mounting metal 4 Both side plates 5 Tip angle connecting plate 6 Mounting vane plate 7 Screw hole 8 Caulking part 9 Both sides 10 Bottom plate 12 Mounting bracket 13 joist 14 Floor 15 Foundation 16 Base 17 Pillar 18 Height adjustment bundle Material 19 Drill screw 20 First step portion 21 Second step portion 22 Base end connection edge portion 23 U-shaped notch 24 Both side plates 24a One split joint plate portion 24b The other split joint plate portion 25 Tip chevron connecting plate 26 Mounting blade Plate 27 First projecting portion 28 Second step projecting portion 30 Upper plate 31 Second step portion 32 Top edge 33 Downward inclined edge 34 Cylindrical support portion 35 Screw adjusting portion 36 U-shaped upper support portion 37 Base plate 38 Loosening prevention nut 39 Screw杆 40 Screw part 41 Washer 42 Cavity part

Claims (3)

ボックス形鋼製建材の端部を取り付け金物を介して相対する枠側に固定する接合構造であって、前記取り付け金物における、ボックス形鋼との接合板部が分割加工されており、一方の分割接合板部を前記ボックス形鋼の表面側に位置させ、他方の分割接合板部をボックス形鋼の裏面側に位置させて、前記取り付け金物とボックス形鋼が設置され、ボックス形鋼の表面側に位置する前記取り付け金物における一方の分割接合板部側から、ドリルねじ等のファスナーが打ち込まれ、
前記取り付け金物は、平薄鋼板を折曲げ成形することにより両側板と先端山形連結板とで構成され、
前記一方の分割接合板部と、前記他方の分割接合板部とは、前記両側板にコ字型の切込みを入れることにより分割加工されてなり、
更に前記分割接合板部における基端連結縁部を外側に曲げ形成することにより、前記ボックス形鋼の両側面を狭持できる狭持間隔が一方の分割接合板部と他方の分割接合板部との間に形成されてなること
を特徴とするボックス形鋼製建材の接合構造。
It is a joining structure that fixes the end of a box-shaped steel building material to the opposite frame side via an attachment hardware, and the joining plate portion with the box-shape steel in the attachment hardware is divided and processed on one side The attachment metal part and the box shape steel are installed with the joining plate portion positioned on the surface side of the box shape steel and the other divided joining plate portion located on the back side of the box shape steel. A fastener such as a drill screw is driven in from one split joining plate part side in the mounting hardware located at
The mounting hardware is composed of both side plates and a tip angle connecting plate by bending a flat thin steel plate,
The one split joining plate portion and the other split joining plate portion are divided and processed by making a U-shaped cut in the both side plates,
Further, by bending the proximal end connecting edge portion in the split joint plate portion outward, the holding interval capable of sandwiching both side surfaces of the box-shaped steel has one split joint plate portion and the other split joint plate portion. A box-shaped steel building material joint structure characterized by being formed between the two.
前記ボックス形鋼製建材の底板(10)内面の隅部にカシメ部(8)が形成され、A crimped portion (8) is formed at a corner of the inner surface of the bottom plate (10) of the box-shaped steel building material,
前記取り付け金物は、下端縁において中心部から左右対称に第1段部(20)が設けられ、The mounting hardware is provided with a first step (20) symmetrically from the center at the lower edge,
前記第1段部(20)は、先端山形連結板(25)の基端折曲げ線(25a)よりも所定寸法だけ先端よりの位置に設けられていることSaid 1st step part (20) is provided in the position from the front-end | tip only a predetermined dimension rather than the base end bending line (25a) of a front-end | tip mountain-shaped connection board (25).
を特徴とする請求項1記載のボックス形鋼製建材の接合構造。The box-shaped steel building material joint structure according to claim 1.
前記取り付け金物は、両側基端折曲げ線(25a)から頂縁(32)に至る面の上部を下り傾斜縁(33)としていることIn the mounting hardware, the upper part of the surface from the both-side proximal fold line (25a) to the top edge (32) is a downward inclined edge (33).
を特徴とする請求項1又は2記載のボックス形鋼製建材の接合構造。The joint structure of box-shaped steel building materials according to claim 1 or 2.
JP2001066482A 2001-03-09 2001-03-09 Connection structure of box-shaped steel building materials Expired - Fee Related JP4059638B2 (en)

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JP4864750B2 (en) * 2007-02-01 2012-02-01 新日本製鐵株式会社 Joining hardware for steel house, joining structure and method of steel house structural material
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JP6532743B2 (en) * 2015-04-20 2019-06-19 日鉄建材株式会社 Bonding structure
JP7278042B2 (en) * 2017-11-21 2023-05-19 株式会社佐藤型鋼製作所 Connection structure of square steel pipes
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