JPH10237946A - Column base hardware and column base structure - Google Patents

Column base hardware and column base structure

Info

Publication number
JPH10237946A
JPH10237946A JP4777797A JP4777797A JPH10237946A JP H10237946 A JPH10237946 A JP H10237946A JP 4777797 A JP4777797 A JP 4777797A JP 4777797 A JP4777797 A JP 4777797A JP H10237946 A JPH10237946 A JP H10237946A
Authority
JP
Japan
Prior art keywords
column base
bolt hole
hole
base metal
bolt
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP4777797A
Other languages
Japanese (ja)
Other versions
JP3798102B2 (en
Inventor
Masahiro Suzuki
正裕 鈴木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP04777797A priority Critical patent/JP3798102B2/en
Publication of JPH10237946A publication Critical patent/JPH10237946A/en
Application granted granted Critical
Publication of JP3798102B2 publication Critical patent/JP3798102B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To fill a grout surely by forming a bolt hole for a column base in a manner of expanding outward or in the circumferential direction of the column base and shrinking vertically or toward the underside. SOLUTION: In the column base hardware 1, the shape of a bolt hole 3, as seen from the top, expands outward and the wall surface of the hole is vertical. The shape of the bolt hole 3 may be expanded in the circumferential direction or may be tapered from the top end to the bottom end. A sheathing board 9 that is installed on the top face of a foundation concrete B, is provided around the column base hardware 1, a grout 7 is forced into the clearance between the top face of the foundation concrete B and the column base hardware 1 and the clearance between the bolt hole 3 of the column base hardware 1 and an anchor bolt 2 from one hole 4b of a washer 4 that is intended for flowing a grout, through the expanded section of the bolt hole 3 as a passage. Thus the grout can be filled smoothly and in a short time. Therefore, even column base hardware whose plane size is large can be fixed integrally.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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金物お
よび柱脚構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column base metal and a column base structure used for a column base of a steel frame or a steel reinforced concrete building.

【0002】[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。
2. Description of the Related Art Conventionally, as a method of fixing a steel column to foundation concrete, a column base metal is fixed to a lower end of the column, and this column base metal is inserted into an anchor bolt in which the lower end is embedded in the base concrete in advance. In many cases, a method of fixing with a nut is adopted. In the case of this method, before fixing with a nut, once a gap is provided between the foundation concrete and the column base metal and further between the anchor bolt and the column base metal, so that after the nut is tightened, the mortar is securely inserted into the gap. Or, if grout or the like is not packed, when a bending moment or a shearing force acts on the column base, a rotational deformation or a horizontal movement more than expected may occur, and the stability of the whole building may be impaired.
In order to prevent this, for example, as described in Japanese Patent Publication No. 5-63585, a grout material is simultaneously filled into the gap generated in the column base using a special washer, and the column base is integrally integrated. A fixing method has been devised.

【0003】[0003]

【発明が解決しようとする課題】上記特公平5−635
85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13
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。
Problems to be Solved by the Invention
FIG. 11 shows a special washer 10 of a column base shown in Japanese Patent Publication No. 85, a state in use, FIG. 12 is a perspective view from the top side, and FIG.
As shown in the perspective view from the back side, a recess 11 for grout circulation is provided on the back side, and a through-hole 12 for grout injection or air vent is provided on the back side. In filling the grout material 7, the through holes 12 of the washer 10
The grout material 7 is press-fitted from above, and the injection state is confirmed by leaking the grout material from the through holes of the other washers.

【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。
In such a conventional column base structure, a washer 10
The grout material 7 flowing from the through hole 12 once hits the upper surface of the column base metal 1, flows laterally, and enters the lower surface side of the column base metal 1 through a gap between the bolt hole 3 and the anchor bolt 2. The grout material has the property that the fluidity decreases over 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 laterally moving or wrapping around the gap of the bolt hole through the upper surface of the column base metal fitting, and the column base having a large planar dimension is reduced. In the case of metal, it takes time to fill the gaps on the lower surface of the column base metal, and there is a possibility that filling from one place and leakage from other through holes may be difficult to confirm due to a decrease in the flowability of the grout material. Further, in order to avoid this, there is a problem that the pressure for filling the grout material must be increased and the dam plate 9 must be strengthened.

【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1
0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。
[0005] When a force for pulling up the column A or bending stress is applied due to an earthquake or the like, a nut 5 attached to an upper portion of the anchor bolt 2 receives a lifting force by a washer via a washer. Resist by holding down. 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 into the washer recess also resists against the upper surface of the column base metal 1 and suppresses the floating of the column base metal.
After the compression fracture occurs, the resistance becomes a gate-shaped metal shape having the recess 11 as a void. At this time, the special washer 1 is formed because the recess 11 has a shape that covers the bolt hole 3 in a wide range.
Since a large bending moment is applied to the plate portion on the top surface of the special washer 10, the plate on the top surface of the special washer 10 must be made thick.

【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。
Further, in addition to the thickness of the plate portion above the washer, a thickness for providing the concave portion 11 is required, and the total thickness of the special washer 10 is increased. (2) The height to the upper end increases, the amount of concrete on the floor increases, and workability deteriorates. Also, Japanese Patent Application Laid-Open
Japanese Patent Application Laid-Open No. -102639 discloses a column base hardware connected to a bolt hole and provided with a mortar injection hole and a mortar filling detection hole opened on the upper surface. It is a small hole similar to the hole, and it is difficult to reliably fill the inside with a mortar having a property that the fluidity rapidly decreases with time from the filling hole.

【0007】[0007]

【課題を解決するための手段】本発明の柱脚金物は上記
課題を解決するためになされたもので、複数のボルト孔
にアンカーボルトが下方から挿通されて上側から座金及
びナットで固定される柱脚構造に用いられる柱脚金物で
あって、前記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拡大されている部分の壁面が上
面端から下面端に向けて垂直な面及び又は上面端から下
面端に向けて孔径が小さくなる傾斜面からなることを特
徴とする柱脚金物である。
SUMMARY OF THE INVENTION A column base metal fitting of the present invention has been made to solve the above-mentioned problem, and an anchor bolt is inserted from below into a plurality of bolt holes and fixed from above with a washer and a nut. A column base metal used for a column base structure, wherein the shape of the bolt hole is enlarged in an outer direction or a circumferential direction of the column base metal when viewed from an upper surface side, and the shape of the bolt hole is enlarged when viewed from a cross section. The wall surface of the portion is formed of a vertical surface from the upper end to the lower end and / or an inclined surface having a smaller hole diameter from the upper end to the lower end.

【0008】又、本発明の第2の発明は、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
端に向けて垂直な面及び又は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。
A second invention of the present invention relates to a column base structure in which a column base metal fixed to a lower portion of a column material is fixed by anchor bolts buried in a lower portion of the foundation concrete. The shape of the bolt hole of the metal is enlarged in the outward or circumferential direction of the column base metal when viewed from the upper surface side, and the wall surface of the bolt hole is perpendicular to the lower surface edge from the upper surface end when viewed from the cross section. And / or an inclined surface having a smaller hole diameter from the upper surface end to the lower surface end, the upper portion of the anchor bolt is inserted through the bolt hole of the column base metal fitting and the bolt hole of the washer, and the nut is screwed together with the base. A column characterized in that the gap between the upper surface of the concrete and the lower surface of the column base metal fitting and the gap between the bolt hole of the column base metal fitting and the anchor bolt are filled with grout material and the foundation concrete and the column base metal fitting are integrally fixed. leg It is an elephant.

【0009】[0009]

【発明の実施の形態】本発明の柱脚金物において、前記
ボルト孔の周壁は柱脚金物に垂直に設けることができる
ほか、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
ーパーを設けることもできる。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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In the column base metal according to the present invention, the peripheral wall of the bolt hole can be provided perpendicular to the column base metal, and the wall surface of the bolt hole extends from the upper end to the lower end when viewed from the cross section. An inclined surface with a gradually decreasing hole diameter, that is, a taper can also be provided. If the bolt hole peripheral wall is provided with a taper in the direction in which the grout material flows into the column base metal center side in this way, the grout material flows more smoothly into the bolt hole periphery and the column base metal center,
The workability of filling the grout material can be further improved.

【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。
Of course, without departing from the spirit of the present invention which exerts the specific effects of the present invention, an inclined surface is provided below the vertical wall surface of the bolt hole, or a tapered surface (inclined surface) of the bolt hole. May be provided. Furthermore,
At the periphery of the upper surface of the bolt hole whose plane shape is enlarged in the outer peripheral direction or the peripheral direction of the pillar base metal, a stamp or a mark indicating the center position of the anchor bolt inserted into the hole, or the anchor bolt is attached to the periphery of the bolt hole. A notch, a slit, a protrusion, or the like serving as a guide indicating the center position may be provided.

【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。
The bolt holes need to be larger than the diameter of the anchor bolt in all portions so that the grout material can be injected into the lower part of the column base metal by the bolt hole portions. For example, the normal position of the anchor bolt can be determined to be the center position of the circle, and the anchor bolt can be inserted in increments.When the anchor bolt is inserted, if the enlarged shape of the bolt hole is, for example, elliptical, Is likely 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 guide when the anchor bolt is inserted, and a more favorable effect can be provided in the construction.

【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。
Incidentally, the bolt holes of the column base metal can be formed by cutting, fusing and pressing, and can also be integrally manufactured by casting or forging. Also, 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. Further, a projection protruding from the lower surface of the washer, for example, a downward projection formed by pressing a grout circulation hole or a projection separately provided around the grout circulation hole, to prevent rotation of the washer beyond an allowable range. With the restraining mechanism, it is possible to prevent a danger that the washer is rotated by the rotation of the nut that is grounded on the upper surface of the washer, and the grout flow hole of the washer is disengaged from the bolt hole, thereby obstructing the flow of the grout material.

【0013】[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、その孔壁面は垂直な面となっ
ている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment 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 a column base structure of the present invention. FIG. 3 is a cross-sectional view of a main part, and FIGS. 6 and 7 are perspective views of column base hardware. In these figures, the column base hardware has the same structure. As shown in a plan view in FIG. 4 and a cross-sectional view in FIG. 5, a column base metal fitting 1 shown in this embodiment is fixed to a lower end of a column A, and a bolt inserted through an upper portion of an anchor bolt 2. The bolt hole 3 has a planar shape that is planarly enlarged outward of the column base 1, and the wall surface of the hole is a vertical surface.

【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。
The column base metal 1 may have a structure that can be manufactured from a flat plate steel plate as shown in FIG. 6 or may have a form that can be manufactured by casting or forging as shown in FIG. In order to form the bolt hole 3 in which the hole is enlarged in the outer direction or the circumferential direction of the column base metal 1 in this manner, cutting, fusing, and pressing are performed. In the case of casting and forging, a mold is prepared in advance. It can also be manufactured. When the column base metal 1 fixed to the lower end of the column A is installed on the foundation concrete B, a level adjusting material 8 is placed as a spacer at a required position on the upper surface of the foundation concrete B, and the column base metal is placed thereon. 1 and the upper part of the anchor bolt 2 whose lower part is buried in the concrete of the base concrete B is inserted into the bolt hole 3 and the bolt hole 4a of the washer 4 which are excessively larger than the bolt diameter of the column base hardware 1, The nut 5 is screwed and tightened.

【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。
The washer 4 has a flat plate shape. In this embodiment,
As shown in FIGS. 2 and 3, etc., holes 4b for grout circulation or air vent opening to the planar enlarged portion of the bolt hole.
Are formed and installed so as to cover the bolt hole 3 in a planar manner. When filling the grout material 7, FIG.
As shown in FIG.
A weir plate 9 is provided on the upper surface, and the grout material 7 is pressed into the grout distribution hole 4b of the washer 4 at one place, and the bolt hole 3 is formed.
The gap between the upper surface of the foundation concrete B and the lower surface of the column base 1 and the bolt hole 3 of the column base 1
The grout material 7 is filled in the gap between the bolt and the anchor bolt 2 to integrally fix the column base.

【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。
Since the present embodiment is formed as described above, the grout material can be filled smoothly and in a short time, and a column base metal having a large plane dimension can be used as shown in FIGS. The grout material 7 can be reliably filled in the gap generated when the metal piece 1 is placed on the foundation concrete B, and the column base can be integrally fixed. On the other hand, the washer 4 can be a washer having a simple shape of a flat plate, and the contact area with the upper surface of the column base metal 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 small. It can be. Furthermore, since the washer 4 has a small thickness, the height from the upper surface of the column base hardware 1 to the upper end of the anchor bolt 2 can be reduced, so that it is easy to prevent the anchor bolt from projecting from the finished surface of the floor.

【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。
In this embodiment, the column A is a square steel tube. However, a similar column base metal and column base structure can be used for a circular steel tube, an H-shaped steel, or a cross-shaped column combining steel materials. Further, in this embodiment, the case where the number of anchor bolts is four is shown. However, even when the number of anchor bolts exceeds four, the same column base hardware and column base structure can be used. FIGS. 8A and 8B show examples of the planer shape of the column base hardware in the case of eight anchor bolts. (A) of FIG.
(B) In both cases, the planar shape of the bolt hole 3 is enlarged in a plan view in the outer circumferential direction or the circumferential direction of the column base hardware 1.

【0018】次に、図9に本発明の第2実施例の柱脚金
物及び柱脚構造を示す。図9は第1実施例の図3と同位
置における要部断面図である。、第1実施例の説明図の
図2、図4、図6および図7はほぼ第2実施例の場合も
同様の図となる。本実施例に於いて、第1実施例と異な
る点は、図9に見られるように、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が設けられている点であ
る。前記テーパー面6をボルト孔3の周縁に形成する方
法は、前記同様、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。
Next, FIG. 9 shows a column base hardware and a column base structure according to a second embodiment of the present invention. FIG. 9 is a cross-sectional view of a main part at the same position as FIG. 3 of the first embodiment. FIGS. 2, 4, 6 and 7 of the explanatory view of the first embodiment are almost the same in the case of the second embodiment. The difference between the present embodiment and the first embodiment is that, as shown in FIG. 9, the periphery of the pillar base metal fitting 1 on the side of the bolt hole 3 on the enlarged side tapers from the upper surface of the base metal fitting to the lower surface. (That is, an inclined surface) 6 is provided. The method of forming the tapered surface 6 on the peripheral edge of the bolt hole 3 can be the same as described above, such as cutting, fusing, and pressing, and in the case of casting and forging, a mold can be prepared in advance and manufactured.

【0019】柱脚金物1を基礎コンクリートBに緊設す
る手順は第1実施例と同じにできる。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。次に、図10にボルト孔3の平面形
状の他の実施例を示す。図10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。
The procedure for tightening the column base hardware 1 to the foundation concrete B can be the same as in the first embodiment. When filling the grout material 7, the grout material 7 injected from the grout flow hole 4b of the washer 4 flows through the tapered surface 6 toward the lower periphery of the bolt hole 3 and the center of the column base hardware. This has the effect of further improving the filling of the lower surface of the pillar base 1 as compared with the case where the grout material 7 is injected vertically. Next, FIG. 10 shows another embodiment of the planar shape of the bolt hole 3. FIG. 10 is a plan view showing a main part of a bolt hole 3 according to the present invention, showing an upper plan shape thereof and also showing a relationship with an anchor bolt 2 inserted into the hole.

【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10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。
While the conventional bolt hole has a generally circular bolt hole shape that is substantially the same as the cross-sectional shape of the anchor bolt, FIG. It is an enlargement. In this way, when not only the egg shape but also a part of the outer periphery of the bolt hole 3, preferably approximately a half of the outer periphery is gently expanded in a planar manner, the area of the grout circulation hole 4 b of the washer 4 is smaller than Also, there is an advantage that the area of the enlarged portion can be relatively large, and even if the position of the grout flow hole 4b is displaced by the horizontal movement of the washer 4, the filling property of the grout material 7 can be ensured well. On the other hand, (b) shows a bolt hole 3 in a part of the periphery of a perfect circular bolt hole.
(C) is a projection in which the number of holes is increased while providing the same projection as in (b), and the number of the enlarged holes is selected as the grout material 7 flow path. You can increase the number of branches. It should be noted that there is no problem in combining the shapes of the bolt holes 3 or changing the outer shape curve to a straight line.

【0021】上記図10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。
In any of the embodiments shown in FIGS. 10A and 10B, an enlarged hole serving as a flow passage for the grout 7 is provided in the bolt hole 3 itself in a limited direction. In this case, the contact area between the back surface of the washer 4 and the upper surface of the column base 1 can be made larger than in the conventional case, and the washer 4 can be made smaller. The direction of the hole enlargement may be either direction in consideration of workability, for example, when the column shape is a cross shape and the distance between the bolt hole 3 and the column is large, but a square steel pipe or a circular steel pipe may be used as the column. When the distance between the anchor bolt 2 and the column A is short in this case, it is preferable to set the outer direction or the circumferential direction of the column base metal 1 rather than the column A side in consideration of the filling workability of the grout material 7.
In addition, since the enlargement of the bolt hole 3 tends to lead to a cross-sectional defect of the column base 1, when securing the strength and rigidity of the column base, the column side where the bending moment becomes large is usually avoided, and the column base metal is used. It is preferable to enlarge the hole toward the outer peripheral side of 1.

【0022】また、図10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。
FIG. 10A shows an example of a mark 3a indicating the normal center position of the anchor bolt 2. (A)
In the case where the hole is enlarged in one direction as described above, it is sufficient to provide at least three marks where the extension lines are orthogonal. still,
The mark can be similarly formed in (b) and (c), but 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】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。
In the flat washer 4 used to form the column base structure of the present invention, the grout circulation hole 4b of the washer 4 installed on the upper surface of the bolt hole 3 is as shown in FIG. In order to inject the grout material 7 and bleed the air, and to check the filling state due to leakage of the grout material 7, the grout material 7 must be opened to the bolt hole side. When the nut 5 placed on the upper surface of the washer 4 is rotated to fasten the column base 1 to concrete, there is a possibility that the washer 4 rotates together with the nut 5 and the grout circulation hole 4b may come off from the bolt hole 3. If there is, a protrusion protruding toward the bolt hole 3 on the lower surface of the washer 4, for example, a downward protrusion formed by pressing a grout flow hole 4 b or a separately provided protrusion for the grout flow hole of the washer 4. 4b may not be detached from the bolt hole 3 in a planar manner. 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】[0024]

【発明の効果】本発明の柱脚金物は、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垂直な面及び又は上面端から
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。
According to the column base metal fitting of the present invention, the shape of the bolt hole is enlarged in the outward or circumferential direction of the column base metal when viewed from the top side, and the wall surface of the bolt hole is viewed when viewed from the cross section. Because it consists of a surface that is perpendicular from the upper surface end to the lower surface end and / or an inclined surface whose hole diameter decreases from the upper surface end to the lower surface end,
The gap generated when the column base metal is installed on the foundation concrete can be reliably filled with grout material to fix the column base integrally, and the bolt hole itself of the column base metal can be placed outward or around the circumference of the column base metal. The portion expanded in the direction becomes a grout flow passage through which grout can flow directly from the upper surface of the column base metal to the lower surface, and the grout material flows directly into the gap on the lower surface of the column base metal without temporarily staying on the upper surface of the column base metal. The grout material can be filled smoothly and in a short time even with a column base metal having a relatively large plane dimension, and the inflow pressure can be reduced.

【0025】本発明の柱脚金物を使用する場合は、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。
When the column base metal of the present invention is used, the washer can have a simple flat cross-sectional shape, and the contact area of the washer with the top surface of the column base metal can be made larger than before. Since the stress burden on the washer can be reduced, the washer can be made thinner. Furthermore, since the washer is thin, the height from the upper surface of the column base metal fitting to the upper end of the anchor bolt can be reduced, so that 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 as a whole. In addition, at the periphery of the upper surface of the bolt hole in which the planar shape of the hole is enlarged in the outer circumferential direction or the circumferential direction of the pillar base metal, a mark or mark indicating the center position of an anchor bolt inserted into the hole, or an anchor at the periphery of the bolt hole. By providing a notch, a slit, a projection, 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】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。
次に、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。
Further, a projection protruding toward the bolt hole side on the lower surface of the washer, for example, a downward projection formed by pressing a grout circulation hole, and a projection separately around the grout circulation hole are provided. If you have a rotation restraint mechanism more than necessary,
It is possible to prevent a danger that the washer is rotated by the rotation of the nut that is grounded on the upper surface of the washer, and the grout distribution hole of the washer is disengaged from the bolt hole to hinder the flow of the grout material.
Next, the column base structure of the present invention can reliably fill the gap formed when the column base metal is installed in the foundation concrete with the grout material and integrally fix the column base portion. Since the grout material can be filled smoothly and in a short time, the column base can be integrally fixed even with a column base metal having a large planar dimension.

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

【図1】本発明の柱脚金物と柱脚構造の例を示す概略側
面図である。
FIG. 1 is a schematic side view showing an example of a column base hardware and a column base structure of the present invention.

【図2】図1の概略平面図である。FIG. 2 is a schematic plan view of FIG.

【図3】図1の要部断面図である。FIG. 3 is a sectional view of a main part of FIG.

【図4】本発明の柱脚金物の一例の平面図である。FIG. 4 is a plan view of an example of a column base hardware of the present invention.

【図5】図4の柱脚金物のA―A’断面図である。FIG. 5 is a sectional view of the column base hardware taken along line A-A 'of FIG. 4;

【図6】図4の柱脚金物の斜視図である。FIG. 6 is a perspective view of the column base hardware of FIG. 4;

【図7】本発明の柱脚金物の斜視図である。FIG. 7 is a perspective view of a column base hardware of the present invention.

【図8】本発明の柱脚金物の他の実施例の平面図であ
る。
FIG. 8 is a plan view of another embodiment of the column base hardware of the present invention.

【図9】本発明の柱脚金物の他の実施例の要部断面図で
ある。
FIG. 9 is a cross-sectional view of a main part of another embodiment of the column base hardware of the present invention.

【図10】本発明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。
FIG. 10 is a plan view of a main part showing another embodiment of the bolt hole of the column base metal according to the present invention.

【図11】従来の柱脚構造を示す要部断面図である。FIG. 11 is a sectional view of a main part showing a conventional column base structure.

【図12】従来の特殊座金の上面側の斜視図である。FIG. 12 is a top perspective view of a conventional special washer.

【図13】従来の特殊座金の下面側の斜視図である。FIG. 13 is a perspective view of the lower surface side of a conventional special washer.

【符号の説明】[Explanation of symbols]

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 A pillar B foundation concrete 1 pillar 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 dam plate 10 special washer 11 recess 12

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 複数のボルト孔にアンカーボルトが下方
から挿通されて上側から座金及びナットで固定される柱
脚構造に用いられる柱脚金物であって、前記ボルト孔の
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
拡大されている部分の壁面が上面端から下面端に向けて
垂直な面及び又は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ことを特徴とする柱脚金物。
An anchor bolt is inserted into a plurality of bolt holes from below, and is used in a column-base structure in which an anchor bolt is fixed from above with a washer and a nut, wherein the shape of the bolt hole is viewed from an upper surface side. In addition to being enlarged in the outward direction or the circumferential direction of the column base hardware, the wall surface of the enlarged portion of the bolt hole is viewed from the cross section so that the wall surface of the enlarged portion is perpendicular from the upper surface end to the lower surface end and / or from the upper surface end. A column-base metal fitting comprising an inclined surface having a smaller hole diameter toward a lower surface end.
【請求項2】 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垂直な面及び又は
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。
2. In a column base structure in which a column base metal fixed to a lower portion of a column material is fixed by anchor bolts buried in a lower part of a foundation concrete, a shape of a bolt hole of the column base metal is an upper surface side. When viewed from the top, it is enlarged in the outward or circumferential direction of the column base hardware, and when viewed from the cross section, the wall surface of the bolt hole is oriented perpendicularly from the upper end to the lower end and / or from the upper end to the lower 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, and the upper surface of the foundation concrete and the lower surface of the column base metal member are formed. A column base structure characterized in that the gap and the gap between the bolt hole of the column base metal and the anchor bolt are filled with a grout material to fix the foundation concrete and the column base metal integrally.
JP04777797A 1997-03-03 1997-03-03 Column base structure Expired - Lifetime JP3798102B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04777797A JP3798102B2 (en) 1997-03-03 1997-03-03 Column base structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04777797A JP3798102B2 (en) 1997-03-03 1997-03-03 Column base structure

Publications (2)

Publication Number Publication Date
JPH10237946A true JPH10237946A (en) 1998-09-08
JP3798102B2 JP3798102B2 (en) 2006-07-19

Family

ID=12784810

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04777797A Expired - Lifetime JP3798102B2 (en) 1997-03-03 1997-03-03 Column base structure

Country Status (1)

Country Link
JP (1) JP3798102B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015183460A (en) * 2014-03-25 2015-10-22 大和ハウス工業株式会社 Seismic strengthening structure using compression brace
CN111315941A (en) * 2017-09-12 2020-06-19 艾维拉尔私人有限公司 Building construction method
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015183460A (en) * 2014-03-25 2015-10-22 大和ハウス工業株式会社 Seismic strengthening structure using compression brace
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
CN111315941A (en) * 2017-09-12 2020-06-19 艾维拉尔私人有限公司 Building construction method
CN111315941B (en) * 2017-09-12 2021-10-22 艾维拉尔私人有限公司 Building construction method

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