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JP3798102B2 - Column base structure - Google Patents
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JP3798102B2 - Column base structure - Google Patents

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JP3798102B2
JP3798102B2 JP04777797A JP4777797A JP3798102B2 JP 3798102 B2 JP3798102 B2 JP 3798102B2 JP 04777797 A JP04777797 A JP 04777797A JP 4777797 A JP4777797 A JP 4777797A JP 3798102 B2 JP3798102 B2 JP 3798102B2
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column base
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washer
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JPH10237946A (en
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正裕 鈴木
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Asahi Kasei Construction Materials Corp
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Asahi Kasei Construction Materials Corp
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Description

【0001】
【発明の属する技術分野】
この発明は,鉄骨または鉄骨鉄筋コンクリート造建築物の柱脚部に用いる柱脚構造に関する。
【0002】
【従来の技術】
従来、鉄骨柱を基礎コンクリートに固定する方法としては、柱下端部に柱脚金物を固設し、この柱脚金物を予め基礎コンクリートに下端部を埋め込んだアンカーボルトに挿通し、ナットで固定する方法が採られることが多い。この方法の場合、ナットで固定する前に一旦、基礎コンクリートと柱脚金物との間さらにはアンカーボルトと柱脚金物との間に間隙をもって設置するため、ナット締め付け後、確実に前記間隙にモルタルまたはグラウト等を詰め込まないと、柱脚に曲げモーメントや剪断力が作用した場合に想定以上の回転変形や水平移動が生じ建物全体の安定性が損なわれる恐れがある。これを防ぐために、例えば、特公平5−63585号公報のように、特殊な座金を用いて、柱脚部に発生する前記間隙にグラウト材を同時充填して確実に柱脚部を一体的に固定する方法が考案されている。
【0003】
【発明が解決しようとする課題】
上記特公平5−63585号公報に示された柱脚の特殊座金10は図11に使用時の状態を、図12に上面側からの斜視図を、図10に裏面側からの斜視図を示すように、裏面側にグラウト流通用の凹部11を設け、且つグラウト注入用あるいは空気抜き用の透孔12を設けている。而して、グラウト材7の充填に当たっては、一カ所の座金10の透孔12からグラウト材7を圧入し、他の座金の透孔からグラウト材が漏れることによって注入状態を確認することとしている。
【0004】
このような従来の柱脚構造では、座金10の透孔12から流入したグラウト材7は、一旦、柱脚金物1の上面に当たり、横に流れてボルト孔3のアンカーボルト2との隙間から柱脚金物1の下面側に入り込むことになる。グラウト材は、時間経過によって流動性が落ちてくるという性質がある。従来の充填方法では、透孔12からの流入速度を上げても柱脚金物上面を経てボルト孔の隙間に横移動あるいは回り込みをする時点で流入スピードが低減されてしまい、平面寸法の大きな柱脚金物では、柱脚金物下面の隙間への充填に時間を要し、グラウト材の流動性低下によって、一カ所からの充填及び他の透孔からの漏れだし確認が困難になるという恐れがある。また、これを避けるためにはグラウト材充填の圧力を上げ且つ堰板9を強固にしなければならないなどといった問題点を有している。
【0005】
また、地震等で柱Aを上に引き抜く力や曲げ応力が加わった場合、その浮き上げ力に対してはアンカーボルト2の上部に取り付けられるナット5が座金を介して柱脚金物1を押さえ込むことで抵抗する。この場合、座金は上面のナット5の接触面から圧縮力を受ける。作用する荷重が低い場合は、座金凹部に詰め込まれたグラウト材7も柱脚金物1上面との間で抵抗し柱脚金物の浮き上がりを押さえるが、当該部分のグラウト材7が圧縮破壊を起こした後は凹部11を空隙とする門型の金物形状での抵抗となる。この際、凹部11がボルト孔3を広範囲に包含する形状となっているため特殊座金10上面の板部には大きな曲げモーメントが加わるので特殊座金10上面の板を厚くしておかねばならない。
【0006】
さらには、上述の座金上部の板部の厚さに加え凹部11を設けるための厚さが必要になり、特殊座金10の総厚さが大きくなり、柱脚金物1上面からアンカーボルト2上端までの高さが高くなり床のコンクリート量が大きくなり作業性が悪化する。また、特開平07−102639号公報にはボルト孔に連結し、上面に開口するモルタルの注入穴及びモルタルの充填検知穴を設けた柱脚金物が開示されているが、具体的に開示された注入穴は充填検知穴と同様の細い穴であり、この充填穴から時間とともに急速に流動性が低下してゆくという性質を持つモルタルを確実に内部に充填するのは困難である。
【0007】
【課題を解決するための手段】
本発明は上記課題を解決するためになされたものである。
【0008】
即ち、本発明は、柱材下部に固設された柱脚金物が基礎コンクリート中に下部を埋設されたアンカーボルトにより固定されている柱脚構造において、該柱脚金物のボルト孔の形状が上面側から見ると柱脚金物の外方向又は円周方向に拡大されていると共に、断面から見ると該ボルト孔の壁面が上面端から下面端に向けて孔径が小さくなる傾斜面からなり、該柱脚金物のボルト孔及び座金のボルト孔に前記アンカーボルト上部が挿通され、ナットが螺合されているとともに、基礎コンクリート上面と柱脚金物下面との間隙及び柱脚金物のボルト孔とアンカーボルトとの間隙にグラウト材を充填して基礎コンクリートと柱脚金物が一体的に固定されていることを特徴とする柱脚構造である。
【0009】
【発明の実施の形態】
本発明の柱脚構造に用いる柱脚金物においては、前記ボルト孔の周壁は柱脚金物に断面から見ると該ボルト孔の壁面が上面端から下面端に向けて孔径が徐々に小さくなる傾斜面、即ち、テーパーを設けてある。このようにボルト孔周壁に、グラウト材が柱脚金物中央側へ流入する方向へのテーパーを設けた場合は、グラウト材のボルト孔周辺および柱脚金物中央部への流し込みがよりスムースとなり、グラウト材充填の作業性を更に向上させることができる。
【0010】
勿論、本発明の特有の効果を発揮する本発明の精神を逸脱しなければ、ボルト孔の垂直な壁面の下方部分に傾斜面を設けたり、又はボルト孔のテーパー面(傾斜面)の切り取った垂直部を設けてもよい。更に、柱脚金物の外周方向又は周方向へ孔の平面形状を拡大した前記ボルト孔の上面周縁部において、孔に挿通されるアンカーボルトの中心位置を示す刻印またはマーク、あるいはボルト孔周縁にアンカーボルトの中心位置を示すガイドとなる切り欠き部やスリット、突出部などを設けることもできる。
【0011】
ボルト孔は、このボルト孔部分によって柱脚金物の下部にグラウト材を注入できるように、全ての部分でアンカーボルトの径よりも大きくする必要があるが、このボルト孔が円形であればアンカーボルトの正規位置は円の中心位置と判断でき、目分量でアンカーボルトの挿通を行うことができるが、アンカーボルトを挿通するに当たり、ボルト孔の拡大形状が例えば楕円形状の場合、アンカーボルトの正規位置は不明となりやすい。しかし、上記のようにアンカーボルトの正規な中心位置を示す刻印等があれば挿通時の目安となり施工に当たって更に好ましい効果を付与する事ができる。
【0012】
尚、前記柱脚金物のボルト孔は切削、溶断、プレス加工で形成できるほか、鋳造または鍛造による一体的製造も可能である。また、前記ボルト孔周辺のアンカーボルトの位置ガイドになるマーク等も同様に形成できる。更に、座金の下面に突出する突起、例えばグラウト流通用孔をプレス加工して生じた下側への突起や、別途グラウト流通用孔周辺に突起を設け、座金の許容範囲以上の回転を防止する拘束機構を持たせれば、座金上面に接地するナットの回転によって座金が回転し座金のグラウト流通用孔がボルト孔から外れグラウト材の流通を阻害するという危険を防止することができる。
【0013】
【実施例】
次に本発明の実施例を添付の図面に基づいて説明する。図1乃至図7に第1実施例を示す。図1および図2は、本発明柱脚構造の第1実施例の全体概略側面図および概略平面図である。図3は要部断面、図4および図5は本発明柱脚金物の平面および断面を示す。また、図6、7は柱脚金物の斜視図である。これらの図において柱脚金物は同じ構造のものを使用した。この実施例に示す柱脚金物1は、図4に平面図を図5に断面図を示したように、柱A下端部に固設されるものであり、アンカーボルト2の上部を挿通するボルト孔3を有し、該ボルト孔3は、その平面形状を柱脚金物1の外方向へ平面的に拡大せしめており、また、柱脚金物1のボルト孔3の孔拡大側の周縁が柱脚金物上面から下面に向かってテーパー面(即ち傾斜面)6が設けられている。
【0014】
なお、柱脚金物1は図6に示すような平板鋼板から製作可能な構造とするほか、図7に示すように鋳造あるいは鍛造で製作することができる姿にしても良い。このように柱脚金物1外方向又は円周方向へ孔の拡大したボルト孔3を形成するには、切削加工、溶断加工、プレス加工によるほか、鋳造、鍛造の場合は予め型を用意して製造することもできる。柱Aの下端部に固設した上記柱脚金物1を基礎コンクリートBに設置するにあたっては、基礎コンクリートB上面の所要の位置にスぺーサーとしてレベル調整材8を載せ、その上に柱脚金物1を設置するとともに、柱脚金物1のボルト径よりも過大孔としたボルト孔3および座金4のボルト孔4aに基礎コンクリートBのコンクリート中に下部を埋設したアンカーボルト2の上部を挿通し、ナット5を螺合して緊結する。
【0015】
座金4は平板状であり、この実施例では、図2や図3等に示すように、ボルト孔の平面的拡大部分へ開口するグラウト流通用あるいは空気抜き用の孔4bが形成されており、ボルト孔3を平面的に包含するように設置される。グラウト材7の充填にあたっては、図1に示すように、柱脚金物1の周囲に基礎コンクリートB上面に設置する堰板9を設け、1箇所の座金4のグラウト流通用孔4bからグラウト材7を圧入し、ボルト孔3の拡大部分を流通路として利用し基礎コンクリートB上面と柱脚金物1下面との間隙、柱脚金物1のボルト孔3とアンカーボルト2との間隙にグラウト材7を充填して柱脚部を一体的に固定するのである。グラウト材7の充填に当たっては、座金4のグラウト流通用孔4bから注入されるグラウト材7がテーパー面6を経由してボルト孔3の下部周辺及び柱脚金物中央部方向へ流れ込むことになり、垂直にグラウト材7が注入される場合に比較して柱脚金物1下面への充填性が更に向上するという効果を有するのである。
【0016】
本実施例は以上のように形成されているため、スムース且つ短時間にグラウト材の充填ができ、平面寸法の大きな柱脚金物でも図1、図3等に示すように、柱脚金物1を基礎コンクリートBに設置した際に発生する間隙に確実にグラウト材7を充填し柱脚部を一体的に固定できる。一方、座金4は平板状による簡易な形状の座金とすることができ、また、柱脚金物1上面への接触面積を従来より大きくとることができ座金4の応力負担を軽減できるので薄い板厚とすることができる。さらには、座金4の厚さが薄いことによって柱脚金物1上面からアンカーボルト2上端までの高さを低減することができるため床の仕上げ面からのアンカーボルト突出を防止しやすくなる。
【0017】
尚、本実施例では柱Aを角形鋼管としたが、円形鋼管やH形鋼あるいは鋼材を組み合わせた十字形柱などでも同様の柱脚金物および柱脚構造とすることができる。また、本実施例では、アンカーボルト本数が4本の場合を示したが、アンカーボルト本数が4本を超える場合でも同様の柱脚金物および柱脚構造とすることができる。アンカーボルト8本の場合の柱脚金物の平面形状の例を図8(a)及び(b)に示す。図8の(a)(b)ともにボルト孔3の平面形状を柱脚金物1外周方向又は周方向へ平面的に拡大せしめている。
【0018】
【0019】
次に、図9にボルト孔3の平面形状の他の実施例を示す。図9は本発明のボルト孔3の上部平面形状を示すとともに、該孔に挿通されるアンカーボルト2との関係をも示す要部平面図である。
【0020】
従来のボルト孔がアンカーボルトの断面形状とほぼ同一の、通常、円形のボルト孔形状であるのに対し、図9の(a)はボルト孔3の平面形状を卵形として孔を拡大したものである。このように、卵形に限らず、ボルト孔3の外周の一部、好ましくは外周のおおよそ1/2の部分を平面的に緩やかに拡げた場合は、座金4のグラウト流通孔4bの面積よりも前記拡大部分の面積を相対的に大きくとることができ、座金4の水平移動によりグラウト流通孔4bの位置がずれてもグラウト材7の充填性を良好に確保できるという利点がある。一方、(b)は真円のボルト孔の周縁の一部にボルト孔3の平面形状として突起を設け、孔を拡大したものである(c)は、(b)と同様の突起ながら、その数を増やしたもので、グラウト材7流通路として選択する孔拡大部分の選択枝を増やすことがでる。尚、ボルト孔3の形状は、これらの形状を組み合わせるあるいは外形の曲線を直線に変えても支障はない。
【0021】
上記図9におけるいずれの実施例もボルト孔3自体にグラウト7の流通路となる孔拡大部を方向を限定して設けている。この場合、従来に比較して座金4裏面と柱脚金物1上面との接触面積を広くとることができ、座金4を小形状とすることが出来る。尚、孔拡大の方向は、例えば柱形状が十文字でボルト孔3と柱との距離が大きい場合は施工性を考慮したうえで、どちらの方向としてもよいが、角形鋼管や円形鋼管を柱とした場合でアンカーボルト2と柱Aとの距離が短い場合は、グラウト材7の充填施工性を考慮すると、柱A側よりも柱脚金物1の外方向又は円周方向とすることが好ましい。また、ボルト孔3の拡大は柱脚金物1の断面欠損に繋がりやすいため、柱脚部の耐力,剛性を確保しようとする場合は、通常、曲げモーメントの大きくなる柱側を避け、柱脚金物1の外周側へ孔を拡大することが好ましい。
【0022】
また、図9の(a)の3aは、アンカーボルト2の正規中心位置を示す刻印の例である。(a)のように一方向に孔を拡大した場合は、その延長線が直行するマークを少なくとも3カ所設ければよい。尚、(b)や(c)でも同様にマークを施すことができるが、(c)のように突起の延長線を直交させることでアンカーボルト2の中心位置を示すこともできる。
【0023】
なお、本発明の柱脚構造とするために使用する平板状の座金4において、前記ボルト孔3の上面に設置する座金4のグラウト流通用孔4bは、図2に例示したように、グラウト材7の注入および空気抜き、更にはグラウト材7の漏れだしによる充填状況の確認のため、ボルト孔側に開口しなければならない。座金4の上面に接置されるナット5を回転させ柱脚金物1をコンクリートに締結する際に、座金4がナット5とともに回転するなどしてグラウト流通用孔4bがボルト孔3から外れる恐れが有る場合は、座金4の下面にボルト孔3側に突出する突起、例えばグラウト流通用孔4bをプレス加工して生じた下側への突起や、別途設けた突起によって座金4のグラウト流通用孔4bがボルト孔3から平面的に外れないようにしてもよい。但しボルト孔3拡大部が座金よりも外に存在する場合は、座金にはグラウト流通用孔を設けなくとも、座金より外の拡大部分が開口の役目を果たす。
【0024】
【発明の効果】
本発明の柱脚構造に用いる柱脚金物は、ボルト孔の形状が上面側から見ると柱脚金物の外方向又は円周方向に拡大されていると共に、断面から見ると該ボルト孔の壁面が上面端から下面端に向けて孔径が小さくなる傾斜面からなるので、柱脚金物を基礎コンクリートに設置した際に発生する間隙に確実にグラウト材を充填し柱脚部を一体的に固定できるとともに、柱脚金物のボルト孔自体を柱脚金物の外方向又は円周方向に拡げた部分は、柱脚金物上面から下面へ直接グラウトを流通させることのできるグラウト流通路となり、グラウト材は柱脚金物上面に一旦留まることなく直接柱脚金物下面側の隙間に流入させることができ、比較的平面寸法の大きな柱脚金物でもスムース且つ短時間にグラウト材の充填ができ、流入圧力も小さくて済む。
【0025】
また、座金を平板状の簡易な断面形状とすることができ、また、座金の柱脚金物上面への接触面積を従来より大きくとることができ座金への応力負担を軽減できるので座金を薄い板厚とすることができる。さらには、座金の厚さが薄いことによって柱脚金物上面からアンカーボルト上端までの高さを低減することができるため床の仕上げ面からのアンカーボルト突出を軽減できる。さらには、座金の形状が簡易であるため、製造、運搬、在庫管理が容易であり、総じてコストも低減できる。また、柱脚金物の外周方向又は周方向へ孔の平面形状を拡大した前記ボルト孔の上面周縁部において、孔に挿通されるアンカーボルトの中心位置を示す刻印またはマーク、あるいはボルト孔周縁にアンカーボルトの中心位置を示すガイドとなる切り欠き部やスリット、突出部などを設けることで、アンカーボルト挿通時の目安とすることができる。
【0026】
更に、座金の下面にボルト孔側に突出する突起、例えばグラウト流通用孔をプレス加工して生じた下側への突起や、別途グラウト流通用孔周辺に突起、を設け、座金の必要以上の回転の拘束機構を持たせれば、座金上面に接地するナットの回転によって座金が回転し座金のグラウト流通用孔がボルト孔から外れグラウト材の流通を阻害するという危険を防止することができる。また、本発明の柱脚構造は、柱脚金物を基礎コンクリートに設置した際に発生する間隙に確実にグラウト材を充填し柱脚部を一体的に固定できるとともに、本構成では、更に、スムース且つ短時間にグラウト材の充填ができるため、平面寸法の大きな柱脚金物でも柱脚部を一体的に固定できる。
【図面の簡単な説明】
【図1】本発明の柱脚構造の例を示す概略側面図である。
【図2】図1の概略平面図である。
【図3】図1の要部断面図である。
【図4】本発明の柱脚構造の柱脚金物の一例の平面図である。
【図5】図4の柱脚金物のA―A’断面図である。
【図6】図4の柱脚金物の斜視図である。
【図7】本発明の柱脚構造の柱脚金物の斜視図である。
【図8】本発明の柱脚構造の柱脚金物の他の実施例の平面図である。
【図9】本発明の柱脚構造の柱脚金物のボルト孔の他の実施例を示す要部平面図である。
【図10】従来の特殊座金の下面側の斜視図である。
【図11】従来の柱脚構造を示す要部断面図である。
【図12】従来の特殊座金の上面側の斜視図である。
【符号の説明】
A 柱
B 基礎コンクリート
1 柱脚金物
2 アンカーボルト
3 ボルト孔
3a マーク
4 座金
4a ボルト孔
4b 孔
5 ナット
6 テーパー面
7 グラウト材
8 レベル調整材
9 堰板
10 特殊座金
11 凹部
12 透孔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a column base structure used for a column base of a steel frame or a steel reinforced concrete structure .
[0002]
[Prior art]
Conventionally, as a method of fixing a steel column to foundation concrete, a column base is fixed to the lower end of the column, and this column base is inserted into an anchor bolt in which the lower end is embedded in the basic concrete in advance, and is fixed with a nut. The method is often taken. In the case of this method, before fixing with a nut, once it is installed with a gap between the foundation concrete and the column base metal, and also between the anchor bolt and the column base metal, the mortar is securely inserted into the gap after tightening the nut. If the grout is not packed, if a bending moment or shearing force is applied to the column base, rotational deformation or horizontal movement more than expected may occur and the stability of the entire building may be impaired. In order to prevent this, for example, as in Japanese Patent Publication No. 5-63585, a special washer is used to simultaneously fill the gap generated in the column base with a grout material to ensure that the column base is integrated integrally. A fixing method has been devised.
[0003]
[Problems to be solved by the invention]
Special washer 10 of pedestal shown in JP-A Kokoku 5-63585 shows a state in use in FIG. 11, a perspective view from the upper side in FIG. 12 shows a perspective view from the back side in FIG. 10 As described above, a recess 11 for grouting is provided on the back surface side, and a through hole 12 for grouting or venting is provided. Thus, when filling the grout material 7, the grout material 7 is press-fitted from the through hole 12 of one washer 10, and the injection state is confirmed by leakage of the grout material from the other washer through hole. .
[0004]
In such a conventional column base structure, the grout material 7 flowing in from the through hole 12 of the washer 10 once hits the upper surface of the column base metal 1 and flows laterally to the column from the gap between the bolt hole 3 and the anchor bolt 2. It will enter the lower surface side of the leg hardware 1. The grout material has the property that the fluidity decreases with time. In the conventional filling method, even if the inflow speed from the through-hole 12 is increased, the inflow speed is reduced at the time of lateral movement or wrapping around the space between the bolt holes through the upper surface of the column base metal, and the column base having a large planar size is obtained. In the case of hardware, it takes time to fill in the gaps on the bottom surface of the column base metal, and there is a risk that it will be difficult to confirm filling from one place and leakage from other through holes due to a decrease in fluidity of the grout material. In order to avoid this, there is a problem that the pressure for filling the grout material must be increased and the weir plate 9 must be strengthened.
[0005]
In addition, when a force or a bending stress is applied to pull up the column A due to an earthquake or the like, the nut 5 attached to the upper portion of the anchor bolt 2 presses the column base 1 through the washer against the lifting force. Resist at. In this case, the washer receives a compressive force from the contact surface of the nut 5 on the upper surface. When the acting load is low, the grout material 7 packed in the washer recess also resists against the upper surface of the column base metal 1 and suppresses the lifting of the column base metal, but the grout material 7 in that portion has undergone compression failure. After that, the resistance is in the shape of a gate-shaped hardware having the recess 11 as a gap. At this time, since the concave portion 11 has a shape including the bolt hole 3 in a wide range, a large bending moment is applied to the plate portion on the upper surface of the special washer 10, so that the plate on the upper surface of the special washer 10 must be thickened.
[0006]
Furthermore, in addition to the thickness of the plate portion above the washer, a thickness for providing the recess 11 is required, the total thickness of the special washer 10 is increased, and from the upper surface of the column base 1 to the upper end of the anchor bolt 2. The height of the floor becomes higher, the amount of concrete on the floor becomes larger, and workability deteriorates. Japanese Patent Application Laid-Open No. 07-102039 discloses a column base metal that is connected to a bolt hole and is provided with a mortar injection hole and a mortar filling detection hole that are open on the upper surface. The injection hole is a thin hole similar to the filling detection hole, and it is difficult to reliably fill the inside with mortar having a property that the fluidity rapidly decreases with time from the filling hole.
[0007]
[Means for Solving the Problems]
The present invention has been made to solve the above problems.
[0008]
That is, the present invention provides a column base structure in which a column base metal fixed to a lower part of a column material is fixed by an anchor bolt embedded in the lower part of the foundation concrete, and the shape of the bolt hole of the column base metal is an upper surface. When viewed from the side, it is enlarged in the outer direction or the circumferential direction of the column base metal, and when viewed from the cross section, the wall surface of the bolt hole is composed of an inclined surface whose diameter decreases from the upper surface end toward the lower surface end, The upper part of the anchor bolt is inserted into the bolt hole of the column base metal and the bolt hole of the washer, the nut is screwed together, the gap between the upper surface of the foundation concrete and the lower surface of the column base metal, and the bolt hole and anchor bolt of the column base metal The column base structure is characterized in that a grout material is filled in the gap between the base concrete and the base metal fittings.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
In the column base metal used in the column base structure of the present invention , the peripheral wall of the bolt hole is an inclined surface in which the wall diameter of the bolt hole gradually decreases from the upper surface end toward the lower surface end when viewed from the cross section of the column base metal. That is, a taper is provided . In this way, when the grout material is tapered on the peripheral wall of the bolt hole in the direction in which the grout material flows into the center of the column base metal, the grout material flows into the periphery of the bolt hole and the center of the column base metal more smoothly, and the grout The workability of material filling can be further improved.
[0010]
Of course, unless it departs from the spirit of the present invention that exhibits the specific effects of the present invention, an inclined surface is provided in the lower portion of the vertical wall surface of the bolt hole, or the tapered surface (inclined surface) of the bolt hole is cut off. A vertical portion may be provided. Further, in the outer peripheral direction of the column base metal or in the peripheral direction of the bolt hole in the peripheral direction, a mark or mark indicating the center position of the anchor bolt inserted through the hole or an anchor on the peripheral edge of the bolt hole. It is also possible to provide a notch, a slit, a protrusion, or the like that serves as a guide indicating the center position of the bolt.
[0011]
The bolt hole must be larger than the diameter of the anchor bolt in all parts so that grout material can be injected into the lower part of the column base metal by this bolt hole part, but if this bolt hole is circular, the anchor bolt The normal position of can be determined as the center position of the circle, and anchor bolts can be inserted according to the amount of scale, but when inserting the anchor bolt, if the enlarged shape of the bolt hole is elliptical, for example, the normal position of the anchor bolt Tends to be unknown. However, if there is a mark or the like indicating the normal center position of the anchor bolt as described above, it becomes a guideline for insertion, and a more preferable effect can be given in construction.
[0012]
The bolt holes of the column base metal can be formed by cutting, fusing, or pressing, and can be integrally manufactured by casting or forging. In addition, a mark or the like serving as a position guide for the anchor bolt around the bolt hole can be formed in the same manner. Furthermore, a protrusion protruding on the lower surface of the washer, for example, a downward protrusion generated by pressing the grout distribution hole, or a protrusion around the grout distribution hole is provided to prevent rotation beyond the allowable range of the washer. If the restraining mechanism is provided, it is possible to prevent a risk that the washer rotates due to the rotation of the nut grounded on the top surface of the washer, and the grout distribution hole of the washer is detached from the bolt hole and obstructs the distribution of the grout material.
[0013]
【Example】
Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 7 show a first embodiment. 1 and 2 are an overall schematic side view and a schematic plan view of a first embodiment of the column base structure of the present invention. FIG. 3 shows a cross section of the main part, and FIGS. 4 and 5 show a plane and a cross section of the column base metal of the present invention. 6 and 7 are perspective views of the column base hardware. In these figures, the column base hardware has the same structure. As shown in the plan view of FIG. 4 and the cross-sectional view of FIG. 5, the column base 1 shown in this embodiment is fixed to the lower end of the column A, and is a bolt inserted through the upper portion of the anchor bolt 2. There is a hole 3, and the bolt hole 3 has its planar shape expanded in a plan view outwardly from the column base 1, and the periphery of the bolt hole 3 of the column base 1 on the side of the hole expansion is a column. A tapered surface (that is, an inclined surface) 6 is provided from the upper surface to the lower surface of the leg metal object.
[0014]
The column base 1 may have a structure that can be manufactured from a flat steel plate as shown in FIG. 6, or a form that can be manufactured by casting or forging as shown in FIG. In this way, in order to form the bolt hole 3 having the hole expanded outwardly or circumferentially, a die is prepared in advance in the case of casting, forging, in addition to cutting, fusing, and pressing. It can also be manufactured. When installing the above-mentioned column base 1 fixed to the lower end of the column A on the foundation concrete B, the level adjusting material 8 is placed as a spacer on a required position on the upper surface of the foundation concrete B, and the column base is mounted thereon. 1 is installed, and the upper part of the anchor bolt 2 in which the lower part is embedded in the concrete of the basic concrete B is inserted into the bolt hole 3 and the bolt hole 4a of the washer 4 which are larger than the bolt diameter of the column base 1 The nut 5 is screwed and tightened.
[0015]
The washer 4 has a flat plate shape. In this embodiment, as shown in FIGS. 2 and 3, etc., a grout distribution hole or an air vent hole 4b that opens to a planar enlarged portion of the bolt hole is formed. It is installed so as to include the hole 3 in a plane. In filling the grout material 7, as shown in FIG. 1, a weir plate 9 installed on the upper surface of the foundation concrete B is provided around the column base 1, and the grout material 7 is provided from the grout circulation hole 4 b of one washer 4. And the grout material 7 is inserted into the gap between the upper surface of the foundation concrete B and the bottom of the column base 1 and the gap between the bolt hole 3 and the anchor bolt 2 of the column base 1 using the enlarged portion of the bolt hole 3 as a flow passage. It is filled and the column base is fixed integrally. In filling the grout material 7, the grout material 7 injected from the grout circulation hole 4 b of the washer 4 flows into the lower periphery of the bolt hole 3 and the center of the column base metal through the tapered surface 6. Compared with the case where the grout material 7 is injected vertically, the filling of the bottom surface of the column base 1 is further improved.
[0016]
Since the present embodiment is formed as described above, the grout material can be filled smoothly and in a short time, and the column base metal 1 can be mounted even on a column base metal having a large planar size as shown in FIGS. The grout material 7 can be surely filled in the gap generated when installed on the foundation concrete B, and the column base can be fixed integrally. On the other hand, the washer 4 can be a simple washer with a flat plate shape, and the contact area to the upper surface of the column base 1 can be made larger than before, so that the stress load on the washer 4 can be reduced, so that the plate thickness is thin. It can be. Furthermore, since the height from the upper surface of the column base 1 to the upper end of the anchor bolt 2 can be reduced because the washer 4 is thin, it is easy to prevent the anchor bolt from protruding from the finished surface of the floor.
[0017]
In this embodiment, the column A is a square steel pipe. However, a similar column base hardware and column base structure can be used for a circular steel pipe, a H-shaped steel, or a cross-shaped column combining steel materials. Moreover, although the case where the number of anchor bolts was four was shown in the present Example, even when the number of anchor bolts exceeds four, it can be set as the same column base metal and column base structure. The example of the planar shape of the column base metal object in the case of eight anchor bolts is shown to Fig.8 (a) and (b). 8A and 8B, the planar shape of the bolt hole 3 is expanded in a plan view in the outer peripheral direction or the peripheral direction of the column base 1.
[0018]
[0019]
Next, another embodiment of the planar shape of the bolt holes 3 in FIG. FIG. 9 is a plan view of an essential part showing the upper plane shape of the bolt hole 3 of the present invention and also showing the relationship with the anchor bolt 2 inserted through the hole.
[0020]
The conventional bolt hole is the same as the cross-sectional shape of the anchor bolt, and is usually a circular bolt hole shape . On the other hand, FIG. It is. Thus, not only in the shape of an egg, but also when a part of the outer periphery of the bolt hole 3, preferably about a half of the outer periphery is gently expanded in a plane, the area of the grout circulation hole 4 b of the washer 4 In addition, the area of the enlarged portion can be made relatively large, and even if the position of the grout circulation hole 4b is shifted due to the horizontal movement of the washer 4, there is an advantage that the filling property of the grout material 7 can be secured satisfactorily. On the other hand, (b) is provided with a projection as a planar shape of the bolt hole 3 on a part of the periphery of a perfect circular bolt hole, and the hole is enlarged. (C) is a projection similar to (b) By increasing the number, it is possible to increase the number of selected branches of the enlarged hole portion selected as the grout material 7 flow passage. In addition, the shape of the bolt hole 3 is not a problem even if these shapes are combined or the outer shape curve is changed to a straight line.
[0021]
In any of the embodiments shown in FIG. 9, the bolt hole 3 itself is provided with a hole expanding portion that serves as a flow passage for the grout 7 in a limited direction. In this case, the contact area between the back surface of the washer 4 and the top surface of the column base 1 can be increased compared to the conventional case, and the washer 4 can be made small. The direction of the hole expansion is, for example, when the column shape is a cross and the distance between the bolt hole 3 and the column is large, considering the workability, either direction may be used, but a square steel pipe or a circular steel pipe is used as the column. In this case, when the distance between the anchor bolt 2 and the column A is short, considering the filling workability of the grout material 7, it is preferable to set the column base metal 1 in the outer direction or the circumferential direction rather than the column A side. In addition, since the expansion of the bolt hole 3 tends to lead to a cross-sectional defect of the column base 1, when trying to ensure the strength and rigidity of the column base, normally avoid the column side where the bending moment is large and avoid the column side bracket. It is preferable to enlarge the hole to the outer peripheral side of 1.
[0022]
Further, 3a in FIG. 9A is an example of a stamp indicating the normal center position of the anchor bolt 2. When the hole is enlarged in one direction as in (a), it is sufficient to provide at least three marks whose extension lines are orthogonal. Although marks can be similarly applied to (b) and (c), the center position of the anchor bolt 2 can also be indicated by making the extension lines of the projections orthogonal as shown in (c).
[0023]
In the flat washer 4 used for the column base structure of the present invention, the grout distribution hole 4b of the washer 4 installed on the upper surface of the bolt hole 3 is a grout material as illustrated in FIG. 7 must be opened to the bolt hole side in order to check the filling condition by injecting air 7 and removing air and further leaking grout material 7. When the nut 5 placed on the upper surface of the washer 4 is rotated to fasten the column base 1 to the concrete, the grout distribution hole 4b may come off from the bolt hole 3 because the washer 4 rotates together with the nut 5. If present, a protrusion protruding toward the bolt hole 3 on the lower surface of the washer 4, for example, a downward protrusion generated by pressing the grout distribution hole 4 b, or a separately provided protrusion is used for the grout distribution hole of the washer 4. 4b may not be removed from the bolt hole 3 in a plan view. However, when the enlarged portion of the bolt hole 3 exists outside the washer, the enlarged portion outside the washer serves as an opening, even if the washer is not provided with a grout circulation hole.
[0024]
【The invention's effect】
The column base hardware used in the column base structure of the present invention has a bolt hole shape that is expanded outward or circumferentially of the column base metal when viewed from the top side, and the wall surface of the bolt hole when viewed from a cross section. Since it has an inclined surface with a hole diameter decreasing from the upper surface end toward the lower surface end, it is possible to securely fill the grout material in the gap generated when the column base hardware is installed on the foundation concrete and to fix the column base portion integrally. At the same time, the part where the bolt holes of the column base hardware are expanded outward or in the circumferential direction of the column base hardware becomes a grout flow passage through which the grout can be circulated directly from the top surface to the bottom surface of the column base metal. It can flow directly into the gap on the underside of the column base, once it does not stay on the top of the leg metal, it can be filled with grout material smoothly and in a short time even with a relatively large column base metal, and the inflow pressure is small. Already .
[0025]
In addition , the washer can have a simple flat cross-sectional shape, and the contact area of the washer to the top surface of the column base metal can be made larger than before, so that the stress load on the washer can be reduced, so the washer is a thin plate. It can be thick. Furthermore, since the height from the top of the column base metal to the upper end of the anchor bolt can be reduced by reducing the thickness of the washer, the protrusion of the anchor bolt from the finished surface of the floor can be reduced. Furthermore, since the shape of the washer is simple, manufacturing, transportation, and inventory management are easy, and costs can be reduced overall. In addition, a stamp or mark indicating the center position of the anchor bolt inserted through the hole or an anchor at the periphery of the bolt hole at the peripheral part of the top surface of the bolt hole in which the planar shape of the hole is expanded in the outer peripheral direction or the peripheral direction of the column base metal By providing a notch, a slit, a protrusion, or the like that serves as a guide indicating the center position of the bolt, it can be used as a guide when inserting the anchor bolt.
[0026]
Furthermore, a protrusion protruding toward the bolt hole side on the lower surface of the washer, for example, a downward protrusion generated by pressing the grout distribution hole, or a protrusion around the grout distribution hole is provided, which is more than necessary for the washer. If a rotation restraining mechanism is provided, it is possible to prevent the risk that the washer rotates due to the rotation of the nut grounded on the top surface of the washer and the grout distribution hole of the washer is detached from the bolt hole and obstructs the distribution of the grout material. In addition, the column base structure of the present invention is capable of securely filling the grout material in the gap generated when the column base metal is installed on the foundation concrete and fixing the column base unit integrally. Further, since the grout material can be filled in a short time, the column base can be integrally fixed even with a column base metal having a large planar size.
[Brief description of the drawings]
FIG. 1 is a schematic side view showing an example of a column base structure of the present invention.
FIG. 2 is a schematic plan view of FIG.
3 is a cross-sectional view of the main part of FIG.
FIG. 4 is a plan view of an example of a column base hardware having a column base structure according to the present invention.
5 is a cross-sectional view of the column base metal of FIG. 4 along AA ′. FIG.
6 is a perspective view of the column base hardware of FIG. 4; FIG.
FIG. 7 is a perspective view of a column base hardware having a column base structure according to the present invention.
FIG. 8 is a plan view of another embodiment of the column base hardware of the column base structure of the present invention.
FIG. 9 is a plan view of an essential part showing another embodiment of the bolt hole of the column base metal of the column base structure of the present invention.
FIG. 10 is a perspective view of the lower surface side of a conventional special washer.
FIG. 11 is a cross-sectional view of a main part showing a conventional column base structure.
FIG. 12 is a top perspective view of a conventional special washer.
[Explanation of symbols]
A Column B Foundation concrete 1 Column base 2 Anchor bolt 3 Bolt hole 3a Mark 4 Washer 4a Bolt hole 4b Hole 5 Nut 6 Tapered surface 7 Grout material 8 Level adjusting material 9 Weir plate 10 Special washer 11 Recess 12 Through hole

Claims (1)

柱材下部に固設された柱脚金物が基礎コンクリート中に下部を埋設されたアンカーボルトにより固定されている柱脚構造において、該柱脚金物のボルト孔の形状が上面側から見ると柱脚金物の外方向又は円周方向に拡大されていると共に、断面から見ると該ボルト孔の壁面が上面端から下面端に向けて孔径が小さくなる傾斜面からなり、該柱脚金物のボルト孔及び座金のボルト孔に前記アンカーボルト上部が挿通され、ナットが螺合されているとともに、基礎コンクリート上面と柱脚金物下面との間隙及び柱脚金物のボルト孔とアンカーボルトとの間隙にグラウト材を充填して基礎コンクリートと柱脚金物が一体的に固定されていることを特徴とする柱脚構造。In a column base structure in which a column base hardware fixed to the lower part of the column material is fixed by anchor bolts embedded in the lower part of the foundation concrete, the shape of the bolt hole of the column base hardware is viewed from the top side. The wall surface of the bolt hole is enlarged in the outer direction or the circumferential direction of the hardware, and the wall surface of the bolt hole is an inclined surface whose diameter decreases from the upper surface end toward the lower surface end when viewed from the cross section. The upper part of the anchor bolt is inserted into the bolt hole of the washer and the nut is screwed, and the grout material is inserted into the gap between the upper surface of the foundation concrete and the lower surface of the column base metal and the gap between the bolt hole of the column base metal and the anchor bolt. The column base structure is characterized in that the foundation concrete and the column base hardware are integrally fixed by filling
JP04777797A 1997-03-03 1997-03-03 Column base structure Expired - Lifetime JP3798102B2 (en)

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JP6373613B2 (en) * 2014-03-25 2018-08-15 大和ハウス工業株式会社 Seismic reinforcement structure with compression braces
CN107101051B (en) * 2017-05-10 2022-10-04 伊斯特密封科技(江苏)有限公司 Round single-hole type cable or pipeline penetrating sealing device and installation method thereof
AU2018100643B4 (en) * 2017-09-12 2018-09-13 Iavilaer Pty Ltd Building construction method
CN111519771A (en) * 2020-04-10 2020-08-11 中铁上海工程局集团有限公司 Column base left-hand thread slipping device and construction method thereof
CN117569462A (en) * 2023-10-26 2024-02-20 精工绿筑科技集团有限公司 Column foot base plate, embedded column foot and column foot construction method

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