JPS62284846A - Metal fitting for column base and fixing structure thereof - Google Patents

Metal fitting for column base and fixing structure thereof

Info

Publication number
JPS62284846A
JPS62284846A JP12579686A JP12579686A JPS62284846A JP S62284846 A JPS62284846 A JP S62284846A JP 12579686 A JP12579686 A JP 12579686A JP 12579686 A JP12579686 A JP 12579686A JP S62284846 A JPS62284846 A JP S62284846A
Authority
JP
Japan
Prior art keywords
column
bottom plate
fixing part
column base
fixed
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
JP12579686A
Other languages
Japanese (ja)
Other versions
JPH0477773B2 (en
Inventor
武雄 石原
千田 信彦
正治 松井
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.)
Nippon Chuzo Co Ltd
JFE Engineering Corp
Original Assignee
Nippon Chuzo Co Ltd
NKK Corp
Nippon Kokan 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 Nippon Chuzo Co Ltd, NKK Corp, Nippon Kokan Ltd filed Critical Nippon Chuzo Co Ltd
Priority to JP12579686A priority Critical patent/JPS62284846A/en
Publication of JPS62284846A publication Critical patent/JPS62284846A/en
Publication of JPH0477773B2 publication Critical patent/JPH0477773B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 3、発明の詳細な説明 〔産業上の利用分野〕 本発明(よ、土木建築構造物において、鉄骨柱が固定さ
れアンカーボルトによってコンクリート基礎に固定さる
、柱脚用金物及びその固定構造に関するものである。
[Detailed Description of the Invention] 3. Detailed Description of the Invention [Field of Industrial Application] The present invention provides a metal fitting for a column base in which a steel column is fixed to a concrete foundation by an anchor bolt in a civil engineering building structure. and its fixing structure.

〔従来の技術〕[Conventional technology]

土木建築構造物におけろ鉄骨柱(以下柱という)は、一
般にコンクリ−1・基礎上に建てられろことが多い。こ
の場合、柱の材料強度はコンクリート基礎のそれに比べ
て10倍以上も大きいので、柱に生じた応力をコンクリ
ート基礎に分散して伝達するため、柱の下端部が固定さ
れた柱脚用金物をアンカーボルトによりコンクリート基
礎に固定するようにしている。
In civil engineering and architectural structures, steel columns (hereinafter referred to as columns) are generally built on concrete foundations. In this case, the material strength of the column is more than 10 times greater than that of the concrete foundation, so in order to disperse and transmit the stress generated in the column to the concrete foundation, the column base hardware to which the lower end of the column is fixed is used. It is fixed to the concrete foundation using anchor bolts.

このような柱脚用金物には各種のものが提案され実用に
供されているが、その−例として特公昭56−3042
5号公報に開示された発明がある。この発明は第6図及
び第7図に示すように、方形の底板2の上面に柱6の断
面形状よりや−大きい突出部3を設けると共に、底板2
にアンカーボルトに嵌合するための穴5を有する台座4
を設けたのものである。
Various types of metal fittings for column bases have been proposed and put into practical use, but an example is the
There is an invention disclosed in Publication No. 5. As shown in FIGS. 6 and 7, this invention provides a protrusion 3 on the upper surface of a rectangular bottom plate 2, which is slightly larger than the cross-sectional shape of the pillar 6, and
A pedestal 4 having a hole 5 for fitting an anchor bolt to the pedestal 4
It has been established.

上記の柱脚金物1は、工場等において突出部3の上端部
外周と柱6の下端部とを溶接7し、両者を一体に固定し
て工事現場に運搬し、柱脚用金物1の台座4に設けた穴
5をコンク「ノート基礎に植設したアンカーボルト8に
嵌合してナツトで固定するようにしたものである。
The above-mentioned column base hardware 1 is manufactured by welding 7 the outer periphery of the upper end of the protruding portion 3 and the lower end of the column 6 in a factory or the like, fixing both together and transporting them to the construction site, and then attaching the base of the column base hardware 1 to the base. The hole 5 provided in 4 is fitted with an anchor bolt 8 installed in the concrete foundation and fixed with a nut.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

周知のように、土木建築構造物の柱には、軸方向圧縮力
と曲げ(転倒)モーメント及びせん断力の3つの応力が
生じるが、この中でも通常のピルにおいては曲げモーメ
ントが支配的である。このため、曲げモーメントに抵抗
するアンカーボルトはできるだけ柱脚用金物1の外側、
すなわち突出部3から離れた位置に取付けろことが必要
である。
As is well known, three types of stress occur in columns of civil engineering and architectural structures: axial compressive force, bending (overturning) moment, and shear force, among which bending moment is predominant in ordinary pillars. For this reason, anchor bolts that resist bending moments should be placed as far outside the column base hardware 1 as possible.
That is, it is necessary to attach it at a position away from the protrusion 3.

しかしながら、アンカーボルトを突出部3から離れた位
置に取付けろためにはそれだけ底板2を大きくしなけれ
ばならず、かつ上記のような柱脚用金物1は型鍛造又は
鋳造によって製作されろ場合が多いため、底板2の大形
化と相俟って重量が大となり取扱が面倒であるばかりで
なく材料費も嵩むため高価になる。さらに、底板2を大
きくすると、柱脚用金物1を敷地ぎりぎりに設置しても
柱6は境界線から離れて内部になり、このため敷地を有
効に利用できない等、多くの問題がある。
However, in order to mount the anchor bolt at a position away from the protrusion 3, the bottom plate 2 must be made that much larger, and the metal fittings 1 for the column base as described above may not be manufactured by die forging or casting. Since there are many parts, the size of the bottom plate 2 increases and the weight becomes large, which not only makes handling troublesome, but also increases the material cost, making it expensive. Furthermore, if the bottom plate 2 is made larger, even if the column base hardware 1 is installed at the very edge of the site, the columns 6 will move away from the boundary line and become inside, resulting in many problems such as the inability to utilize the site effectively.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、上記のような問題点を解決するためになされ
たもので、 底板に上部が柱の外形に対応した形状に形成され下部が
該上部より小さく形成された断面ほゞ逆台形状の柱固定
部の下部を固着すると共に、前記柱固定部の固着部内側
において前記底板に穴を設け、前記底板と柱固定部との
間に複数のリブを設けると共に前記底板にアンカーボル
トに嵌合する複数の嵌合穴を設けてなる柱脚用金物。及
び底板に上部が柱の外形に対応した形状に形成され下部
が該上部より小さく形成された断面はぼ逆台形状の柱固
定部の下部を固着すると共に、前記柱固定部の固着部内
側において前記底板に穴を設け、前記底板と柱固定部と
の間に複数のリブを設けると共に前記底板にアンカーボ
ルトに嵌合する複数の嵌合穴を設けてなる柱脚用金物を
有しミ該注脚用金物をスペーサ等を介してコンクリート
基礎上に配設して前記各嵌合穴にアンカーボルトを嵌合
して固定すると共に前記柱固定部内に内部アンカーボル
トを挿入し、前記コンクリ−1・基礎と柱脚用金物の底
板との間及び柱固定部内にモルクル等を充填してなる柱
制御用金物の固定構造を提供するものである。
The present invention was made to solve the above-mentioned problems, and includes a bottom plate having an upper part formed in a shape corresponding to the outer shape of the column and a lower part having a substantially inverted trapezoidal cross section. A lower part of the column fixing part is fixed, a hole is provided in the bottom plate inside the fixed part of the column fixing part, a plurality of ribs are provided between the bottom plate and the column fixing part, and an anchor bolt is fitted to the bottom plate. A column base hardware with multiple fitting holes. The bottom plate has an upper part formed in a shape corresponding to the external shape of the pillar, and a lower part formed smaller than the upper part to fix the lower part of the pillar fixing part, which has an almost inverted trapezoidal cross section, and at the inside of the fixing part of the pillar fixing part. A column base metal fitting is provided in which a hole is provided in the bottom plate, a plurality of ribs are provided between the bottom plate and the column fixing part, and a plurality of fitting holes are provided in the bottom plate to fit into anchor bolts. The foot hardware is placed on the concrete foundation via a spacer, etc., and the anchor bolts are fitted into each of the fitting holes to fix it. At the same time, the internal anchor bolt is inserted into the column fixing part, and the concrete 1. The present invention provides a structure for fixing a column control hardware by filling the space between the foundation and the bottom plate of the column base hardware and the inside of the column fixing part with molcle or the like.

〔作用〕[Effect]

本発明の柱脚用金物は、底板に設けた嵌合穴に各アンカ
ーボルトを嵌合すると共に、柱固定部内に内部アンカー
ボルトを挿入してこれらをモルタル等で一体に固定する
In the column base hardware of the present invention, each anchor bolt is fitted into a fitting hole provided in a bottom plate, and an internal anchor bolt is inserted into a column fixing portion and these are fixed together with mortar or the like.

〔実施例〕〔Example〕

第1図は本発明に係ろ柱脚用金物の実施例の平面図、第
2図はそのA−A断面図である。両図において、11は
鋼板からなる底板、12は上部がこれに固定される角管
状の柱の外形に対応した角形形状で、下部がこれより小
さい角形形状に形成された断面ほゞ逆台形状、の柱固定
部で、下端部は底板11に溶接等により固定されている
。13は柱固定部12の上端部形状に対応して底板11
に貫設された穴である。14は底板11と柱固定部12
との間に固定された多数のリブで、両者を補強するため
のものである。15は底板11とリブ14の間に設けら
れたアンカーボルトへの嵌合穴である。
FIG. 1 is a plan view of an embodiment of the hardware for a follower column base according to the present invention, and FIG. 2 is a sectional view thereof taken along line A-A. In both figures, 11 is a bottom plate made of a steel plate, 12 is a rectangular shape whose upper part corresponds to the outer shape of the rectangular tubular column to which it is fixed, and whose lower part is formed into a smaller rectangular shape and whose cross section is approximately an inverted trapezoidal shape. , the lower end of which is fixed to the bottom plate 11 by welding or the like. Reference numeral 13 indicates a bottom plate 11 corresponding to the shape of the upper end of the column fixing part 12.
This is a hole drilled through the hole. 14 is the bottom plate 11 and the column fixing part 12
A large number of ribs are fixed between the two to reinforce them. Reference numeral 15 indicates a fitting hole for an anchor bolt provided between the bottom plate 11 and the rib 14.

第3図は本発明に係る柱脚用金物10のコンクリート基
礎への取付は構造の一例を示す断面図で、第1図、第2
図と同じ部分には同じ符号を付しである。19は柱脚用
金物10の各嵌合穴15に対応してコンクリート基礎2
0に埋込まれたアンカーポル)・で、図には2本だけ示
しである。21は柱脚用金物10の穴13に対応してコ
ンクリ−)・基礎20に埋込まれたヘッド付の内部アン
カーボルトで、図には2本示しであるが、1本以上であ
ればよい。17は柱固定部12の上端部に溶接によって
固定された柱、18は柱17の下部に設けたモルタル等
の注入穴である。
FIG. 3 is a cross-sectional view showing an example of the structure in which the column base hardware 10 according to the present invention is attached to a concrete foundation, and FIG.
The same parts as in the figure are given the same reference numerals. Reference numeral 19 indicates a concrete foundation 2 corresponding to each fitting hole 15 of the column base hardware 10.
Anchor pols embedded in 0) and only two are shown in the figure. Reference numeral 21 indicates an internal anchor bolt with a head embedded in the concrete (concrete) foundation 20 corresponding to the hole 13 of the column base hardware 10. Two bolts are shown in the figure, but one or more may be used. . 17 is a column fixed to the upper end of the column fixing part 12 by welding, and 18 is a hole for pouring mortar or the like provided in the lower part of the column 17.

いま、コンクリ−1・基礎20上に、スペーサ、楔等を
介して一定の距離を隔て5柱17が固定された柱脚用金
物10を配置し、底板11に設けた各嵌合穴15をそれ
ぞれアンカーボルト19に嵌合すると共に、穴13を内
部アンカーボルト21に挿入する。この状態で柱脚用金
物10の位置及びレベルを1[し、アンカーボルト19
のナツトを締めて固定する。
Now, on the concrete 1/foundation 20, the column base metal fittings 10 with five columns 17 fixed at a certain distance via spacers, wedges, etc. are placed, and each fitting hole 15 provided in the bottom plate 11 is inserted. Each anchor bolt 19 is fitted, and the hole 13 is inserted into the internal anchor bolt 21. In this state, set the position and level of the column base hardware 10 to 1[, and anchor bolt 19
Tighten the nut to secure it.

次に柱17に設けた穴18から、コンクリート基礎20
と底板11との間及び柱取付部12内にグラウトモルタ
ル等22を注入してこれらの空間に充填し、柱脚用金物
10をアンカーボルト19、内部アンカーボルト21と
共に、コンクリ−)−基礎20に強固に固定する。
Next, from the hole 18 made in the pillar 17, the concrete foundation 20
Grout mortar or the like 22 is injected between the bottom plate 11 and the column attachment part 12 to fill these spaces, and the column base hardware 10 is attached to the concrete base 20 together with the anchor bolts 19 and internal anchor bolts 21. Fix it firmly.

本発明に係る柱脚用金物10は、上記のように多数のア
ンカーボルト19の及び柱固定部12内に突出したヘッ
ド付内部アンカーポル)−21によって固定されており
、かつ、柱固定部12の下部を上部より小さく形成して
ので、内部に充填したグラウトモルタル等22が三軸圧
縮状態となって強度を増し、内部アンカーボルト21の
効果を一層増大させて剛性を高めることができる。
As described above, the column base hardware 10 according to the present invention is fixed by a large number of anchor bolts 19 and an internal anchor pole with a head (21) protruding into the column fixing part 12. Since the lower part is smaller than the upper part, the grout mortar etc. 22 filled inside becomes triaxially compressed to increase the strength, further increasing the effect of the internal anchor bolt 21 and increasing the rigidity.

第4図は本発明の他の実施例を示すもので、本実施例で
は底板11を厚くすると共に、柱固定部12の下部を厚
くし上部を薄くして、上下方向における断面係数がほぼ
等しくなるように鋳造等により構成したものである。
FIG. 4 shows another embodiment of the present invention. In this embodiment, the bottom plate 11 is made thicker, the lower part of the column fixing part 12 is made thicker, and the upper part is made thinner, so that the section modulus in the vertical direction is almost equal. It is constructed by casting etc. so that

また、第3図の例では、内部アンカーボルト21をコン
クリ−1・基礎20に埋込んだ場合を示したが、第5図
にしめすように、有底裁頭円錐状の部材24の下面に多
数の異形鉄筋、ヘッド付きアンカーボルト等を固着した
固定部材23内に、少くとも上部にヘッドを備えた複数
本のアンカーボルト21aをその上部が部材24から突
出するように固着し、これをコンクリ−1・基礎20の
柱脚用金物10の穴13の真下に埋込んで、内部アンカ
ーポルI−21aを柱脚用金物10の柱固定部12内に
突出させるようにしたものである。このように構成する
ことにより、内部アンカーボルト21aの強度を増すと
共に、その長さを短くすることができる。
In the example of FIG. 3, the internal anchor bolt 21 is embedded in the concrete 1/foundation 20, but as shown in FIG. A plurality of anchor bolts 21a each having a head at least on the upper part are fixed in a fixing member 23 to which a large number of deformed reinforcing bars, anchor bolts with heads, etc. are fixed, so that their upper parts protrude from the member 24, and then the anchor bolts 21a are fixed to the fixing member 23 to which a large number of deformed reinforcing bars, anchor bolts with heads, etc. are fixed. -1. It is embedded directly under the hole 13 of the column base hardware 10 of the foundation 20 so that the internal anchor pole I-21a protrudes into the column fixing part 12 of the column base hardware 10. With this configuration, it is possible to increase the strength of the internal anchor bolt 21a and shorten its length.

上記の説明では、柱脚用金物10に設けた柱固定部12
は上下とも四角形に形成した場合を示したが、上部は柱
17の形状の対応させることが必要であるけれども、下
部は四角形以上の多角形、円形等にしてもよく、またリ
ブ14、嵌合穴15の位置や数も適宜変更することがで
きる。
In the above description, the column fixing part 12 provided on the column base hardware 10 is
shows a case in which both the upper and lower sides are square, but the upper part needs to correspond to the shape of the pillar 17, but the lower part may be made into a polygon more than a square, a circle, etc., and the rib 14, fitting The position and number of holes 15 can also be changed as appropriate.

〔発明の効果〕〔Effect of the invention〕

上記の説明から明らかなよゴに、本発明によれば柱脚用
金物を小形かつ軽量化することができ、また材料費を節
減できろばかりでなく、底板を小さくできるので、これ
に固定する柱を境界線に近接させることが可能となり、
敷地面積を有効に利用することができる。また柱を固定
する柱固定部の下端部を上部より小さく形成し、この中
に内部アンカーボルトを配置してグラウトモルタル等を
充填したので、三軸圧縮効果により外部アンカーボルト
と相俟って柱脚用金物をコンクリート基礎に強固に固定
することができる等、実施による効果顕著である。
As is clear from the above description, according to the present invention, the hardware for the column base can be made smaller and lighter, and the material cost can be reduced. It is now possible to place the pillars close to the boundary line,
Site area can be used effectively. In addition, the lower end of the column fixing part that fixes the column is made smaller than the upper part, and internal anchor bolts are placed inside this part and filled with grout mortar, etc., so the triaxial compression effect works together with the external anchor bolt to secure the column. The effects of implementation are significant, such as being able to securely fix the leg hardware to the concrete foundation.

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

第1図は本発明実施例の平面図、第2図はそのA−A断
面図、第3図は本発明に係ろ柱脚用金物の固定状態の一
例を示す断面図、第4図は本発明の他の実施例、の縦断
面図、第5図は第3図に示された発明に実施することの
できる固定部材の一例の斜視図、第6図は従来の柱脚用
金物の一例を示す平面図、第7図(よ一部を断面で示し
たその正面図である。 10:柱脚用金物、11;底板、12:柱固定部13:
穴、14: リブ、15:アンカーボルトの嵌合穴、1
7:柱、19:アンカーボルト、20: コンクリート
基礎、21.21a: 内部アンカーポルl−122:
 グラウトモルタル23:固定部材。
FIG. 1 is a plan view of an embodiment of the present invention, FIG. 2 is a cross-sectional view taken along the line A-A, FIG. FIG. 5 is a perspective view of an example of a fixing member that can be implemented in the invention shown in FIG. 3, and FIG. 6 is a longitudinal sectional view of another embodiment of the present invention. A plan view showing an example, FIG. 7 (this is a front view showing a cross section of the other part. 10: Column base hardware, 11: Bottom plate, 12: Column fixing part 13:
Hole, 14: Rib, 15: Anchor bolt fitting hole, 1
7: Column, 19: Anchor bolt, 20: Concrete foundation, 21.21a: Internal anchor pole l-122:
Grout mortar 23: Fixing member.

Claims (2)

【特許請求の範囲】[Claims] (1)底板11に上部が柱17の外形に対応した形状に
形成され下部が該上部より小さく形成された断面ほゞ逆
台形状の柱固定部12の下部を固着すると共に前記柱固
定部12の固着部内側において前記底板11に穴13を
設け、前記底板11と柱固定部12との間に複数のリブ
14を設けると共に前記底板11にアンカーボルト19
に嵌合する複数の嵌合穴15を設けてなる柱脚用金物。
(1) A lower part of a column fixing part 12 having an approximately inverted trapezoidal cross section, whose upper part is formed in a shape corresponding to the outer shape of the column 17 and whose lower part is smaller than the upper part, is fixed to the bottom plate 11, and the column fixing part 12 is fixed to the bottom plate 11. A hole 13 is provided in the bottom plate 11 on the inside of the fixing part, a plurality of ribs 14 are provided between the bottom plate 11 and the column fixing part 12, and an anchor bolt 19 is provided in the bottom plate 11.
A column base hardware provided with a plurality of fitting holes 15 that fit into the column base.
(2)底板11に上部が柱17の外形に対応した形状に
形成され下部が該上部より小さく形成された断面ほゞ逆
台形状の柱固定部12の下部を固着すると共に、前記柱
固定部12の固着部内側において前記底板11に穴13
を設け、前記底板11と柱固定部12との間に複数のリ
ブ14を設けると共に前記底板11にアンカーボルト1
9に嵌合する複数の嵌合穴15を設けてなる柱脚用金物
10を有し、該柱脚用金物10をスペーサ等を介してコ
ンクリート基礎20上に配設して前記各嵌合穴15にア
ンカーボルト19を嵌合して固定すると共に前記柱固定
部12内に内部アンカーボルト21を挿入し、前記コン
クリート基礎20と柱脚用金物10の底板11との間及
び柱固定部12内にモルタル等22を充填してなる柱脚
用金物の固定構造。
(2) A lower part of a column fixing part 12 having an approximately inverted trapezoidal cross section, whose upper part is formed in a shape corresponding to the outer shape of the column 17 and whose lower part is smaller than the upper part, is fixed to the bottom plate 11, and the column fixing part A hole 13 is formed in the bottom plate 11 inside the fixed portion of 12.
A plurality of ribs 14 are provided between the bottom plate 11 and the column fixing part 12, and anchor bolts 1 are provided on the bottom plate 11.
The column base metal fitting 10 is provided with a plurality of fitting holes 15 that fit into the respective fitting holes 9, and the column base metal fitting 10 is disposed on a concrete foundation 20 via a spacer or the like. At the same time, an internal anchor bolt 21 is inserted into the column fixing part 12 to secure the space between the concrete foundation 20 and the bottom plate 11 of the column base hardware 10 and inside the column fixing part 12. A fixing structure for metal fittings for column bases, which is formed by filling mortar or the like 22 into the base.
JP12579686A 1986-06-02 1986-06-02 Metal fitting for column base and fixing structure thereof Granted JPS62284846A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12579686A JPS62284846A (en) 1986-06-02 1986-06-02 Metal fitting for column base and fixing structure thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12579686A JPS62284846A (en) 1986-06-02 1986-06-02 Metal fitting for column base and fixing structure thereof

Publications (2)

Publication Number Publication Date
JPS62284846A true JPS62284846A (en) 1987-12-10
JPH0477773B2 JPH0477773B2 (en) 1992-12-09

Family

ID=14919097

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12579686A Granted JPS62284846A (en) 1986-06-02 1986-06-02 Metal fitting for column base and fixing structure thereof

Country Status (1)

Country Link
JP (1) JPS62284846A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03101717U (en) * 1990-02-05 1991-10-23
JP2010059625A (en) * 2008-09-01 2010-03-18 Nippon Steel Corp Square steel-tube member for column

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5157759B2 (en) * 2008-09-01 2013-03-06 新日鐵住金株式会社 Square steel pipe member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03101717U (en) * 1990-02-05 1991-10-23
JP2010059625A (en) * 2008-09-01 2010-03-18 Nippon Steel Corp Square steel-tube member for column

Also Published As

Publication number Publication date
JPH0477773B2 (en) 1992-12-09

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