JPH0744537U - Pillar hardware - Google Patents
Pillar hardwareInfo
- Publication number
- JPH0744537U JPH0744537U JP032789U JP3278991U JPH0744537U JP H0744537 U JPH0744537 U JP H0744537U JP 032789 U JP032789 U JP 032789U JP 3278991 U JP3278991 U JP 3278991U JP H0744537 U JPH0744537 U JP H0744537U
- Authority
- JP
- Japan
- Prior art keywords
- column
- groove
- bottom plate
- base metal
- column base
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】
【構成】 底板3に設けた孔15にアンカーボルトを通し
て固定する形式の本考案の柱脚金物は、角形の閉鎖断面
を有する柱1に対応する断面形状を有する周縁突出部11
と、突出部11の上端部に設けた一様な溶接用開先部9
と、開先部9の内側から突出する裏当部10とを有する。
開先部9には柱軸方向の位置決め用突起14が数箇所設け
られている。
【効果】 開先部には柱軸方向に所定の間隙を保つため
の位置決め用突起が設けられているので、柱軸方向の位
置精度が確保されると同時に、間隙調整作業ミスが解消
される。また周縁突出部が十分に高いので、溶接時に底
板が熱変形することがなく、もって柱脚金物の基礎コン
クリートに対する回転方向に関して、剛性の低下がな
い。
(57) [Summary] [Structure] A column base metal fitting of the present invention of a type in which anchor bolts are fixed through holes 15 provided in the bottom plate 3 is a peripheral projecting portion having a sectional shape corresponding to the column 1 having a rectangular closed cross section. 11
And a uniform welding groove 9 provided at the upper end of the protrusion 11.
And a backing part 10 protruding from the inside of the groove part 9.
The groove portion 9 is provided with a plurality of positioning projections 14 in the column axis direction. [Effect] Since the groove is provided with a positioning protrusion for maintaining a predetermined gap in the axial direction of the column, the positional accuracy in the axial direction of the column is secured, and at the same time, a gap adjustment work error is eliminated. . Further, since the peripheral protruding portion is sufficiently high, the bottom plate is not thermally deformed at the time of welding, and thus the rigidity of the column base metal member in the rotational direction with respect to the basic concrete is not reduced.
Description
【0001】[0001]
本考案は、鉄骨構造又は鉄骨鉄筋コンクリート構造に使用する閉鎖断面を持っ た柱を溶接接合する柱脚金物に関する。 The present invention relates to a column base metal member for welding and joining a column having a closed cross section used for a steel frame structure or a steel frame reinforced concrete structure.
【0002】[0002]
従来、鉄骨構造物用の閉鎖断面を有する鋼製柱を鋼板製底板に溶接するに際し ては、図3及び図4に示す通り、柱1の接合部に溶接用開先部4を設けると共に 、裏当材2を別に準備して施工していた。 Conventionally, when welding a steel column having a closed cross section for a steel structure to a steel plate bottom plate, as shown in FIGS. 3 and 4, a welding groove 4 is provided at the joint of the column 1, and The backing material 2 was separately prepared and constructed.
【0003】 この場合、底板3と柱1との間に良好な溶接部を得るためには、柱1の溶接先 端部の開先部4を高い精度に加工しなければならず、多大の工数が要求され、ま た、裏当材2を支柱1のフランジ内面1’に密接させる作業は非常な困難であっ た。特に、裏当材2の柱1のフランジ内面1’への密接性改善のために、図3に 示すように、通常裏当材2を分割して設置する方法が行われている。しかしなが ら、この分割裏当材2を用いる場合、溶接が継目7で不連続になるため、この部 分で溶接の欠陥が発生するという欠点があった。また、柱脚部の強化のためリブ 6を必要としていた。In this case, in order to obtain a good welded portion between the bottom plate 3 and the pillar 1, the groove portion 4 at the welded end portion of the pillar 1 must be processed with high accuracy, which is extremely large. It requires a lot of man-hours, and it is very difficult to bring the backing material 2 into close contact with the inner surface 1 ′ of the flange of the column 1. In particular, in order to improve the closeness of the backing material 2 to the flange inner surface 1 ′ of the pillar 1, as shown in FIG. 3, a method is generally used in which the backing material 2 is divided and installed. However, when this divided backing material 2 is used, the welding becomes discontinuous at the seam 7, so that there is a drawback that welding defects occur at this portion. Also, ribs 6 were needed to strengthen the column base.
【0004】 また、柱1の下端に開先部を形成する代りに、柱脚金物の側に開先部を設けた 例もある(図5〜図8)。図5及び図6の柱脚金物8は、底板3に閉鎖断面12を 持つ柱1に対応した断面形状を有する周縁突起部11が設けられており、さらにこ の突出部11には、一様な傾斜面を持つ溶接用開先部9と溶接すべき柱1のフラン ジ内面1’にほぼ接するように設定された裏当部10とが設けられており、鋳造あ るいは鍛造により一体構造に成形されている。実際の溶接に当って、柱1と柱脚 金物8との設定は、裏当部10の外面が、柱1のフランジ内面1’に密着するよう に、柱脚金物8の裏当部10を柱断面12内に挿入する形で行われる。In addition, instead of forming a groove at the lower end of the column 1, there is also an example in which a groove is provided on the side of the column base metal piece (FIGS. 5 to 8). The column base metal fittings 8 of FIGS. 5 and 6 are provided with a peripheral projection 11 having a cross-sectional shape corresponding to the column 1 having a closed cross section 12 on the bottom plate 3, and the projection 11 has a uniform projection. It is provided with a welding groove 9 having a slanting surface and a backing portion 10 which is set so as to be almost in contact with the flange inner surface 1'of the column 1 to be welded, and is integrally formed by casting or forging. Is molded into. In actual welding, the pillar 1 and the column base metal fitting 8 are set so that the outer surface of the back support portion 10 is in close contact with the flange inner surface 1 ′ of the pillar 1 so that the column base metal fitting 8 is attached. It is performed by inserting into the column cross section 12.
【0005】 また、図7、図8のように、溶接部13を周縁突出部11上に底板3から離れた位 置に設けることもできる。なお、図5〜図7において、柱脚金物8は、アンカー ボルト孔15を周縁部に複数設置する固定形式の例を示しているが、いわゆるピン 構造として柱脚を可動にするためにアンカーボルト孔15を底板3の中央部に設け る例もある。Further, as shown in FIGS. 7 and 8, the welded portion 13 may be provided on the peripheral edge protruding portion 11 at a position apart from the bottom plate 3. 5 to 7, the column base metal fitting 8 shows an example of a fixed type in which a plurality of anchor bolt holes 15 are installed in the peripheral portion. However, the anchor bolt has a so-called pin structure in order to make the column base movable. There is also an example in which the hole 15 is provided in the central portion of the bottom plate 3.
【0006】 これらの柱脚金物8の溶接作業は、柱脚金物8の開先部9と柱1の接合端部と の軸方向間隙の調整を行った後に行われる。柱脚金物8をこのように構成してお けば、柱1と底板3との芯合わせ、裏当部10と柱1のフランジ内面1’との密着 性を得るために、格別の作業労力を要することはない。しかし、柱軸方向の間隙 を精度良く調整するのに手数を要するという問題点が残っている。The welding operation of the column base metal piece 8 is performed after the axial gap between the groove portion 9 of the column base metal piece 8 and the joint end of the column 1 is adjusted. By constructing the column base metal fitting 8 in this way, in order to center the column 1 and the bottom plate 3 and to obtain the close contact between the backing part 10 and the flange inner surface 1 ′ of the column 1, special work labor is required. There is no need. However, the problem remains that it takes time to accurately adjust the gap in the column axis direction.
【0007】 従って、本考案の目的は、かかる閉鎖断面を有する柱の底板への溶接に当たっ て、従来の欠点を解消し、強度及び寸法精度上の信頼度の高い溶接部を得ること ができる製作容易な柱脚金物を提供することである。Therefore, the object of the present invention is to solve the drawbacks of the prior art in welding a column having such a closed cross section to the bottom plate, and to obtain a welded portion with high reliability in terms of strength and dimensional accuracy. It is to provide a column base metal fitting that is easy to manufacture.
【0008】[0008]
上記目的に鑑み鋭意研究の結果、本考案者は、柱脚金物の底板から上方に突出 する周縁突出部の上端部に溶接用の開先部を設けるとともに、その開先部に位置 決め用突起を数箇所設けることにより、柱の位置決めが容易になるとともに、溶 接による底板のゆがみが完全に防止でき、もって強い剛性で柱を固定できること を発見し、本考案に想到した。 As a result of earnest research in view of the above object, the present inventor has found that a welding groove is provided at the upper end of a peripheral protrusion protruding upward from the bottom plate of the column pedestal, and a positioning protrusion is provided at the groove. The inventors have found that providing the pillars at several locations facilitates the positioning of the pillars, completely prevents distortion of the bottom plate due to welding, and thus enables the pillars to be fixed with strong rigidity, and conceived the present invention.
【0009】 すなわち、本考案の柱脚金物は、底板に設けた孔にアンカーボルトを通して固 定する形式であって、接合すべき角形の閉鎖断面を有する柱に対応する断面形状 を有する周縁突出部と、前記突出部の上端部に設けた一様な溶接用開先部と、前 記開先部の内側から突出する裏当部とを、底板とともに一体に構成し、前記開先 部には柱軸方向の位置決め用突起を数箇所設けたことを特徴とする。That is, the column pedestal of the present invention is of a type in which anchor bolts are fixed through holes provided in the bottom plate, and the peripheral projecting portion has a cross-sectional shape corresponding to a column having a rectangular closed cross section to be joined. And a uniform welding groove provided on the upper end of the protrusion and a backing portion protruding from the inside of the groove together with the bottom plate. It is characterized in that a plurality of positioning projections in the column axis direction are provided.
【0010】[0010]
本考案の実施例による柱脚金物は、図1及び図2に示すように、底板3と、底 板3の上面から突出する周縁突出部11と、周縁突出部11の上端部に設けられた開 先部9と、開先部の内側から上方に突出する裏当部10と、開先部9上に数箇所設 けられた突起14とからなる。 As shown in FIG. 1 and FIG. 2, the column pedestal according to the embodiment of the present invention is provided with a bottom plate 3, a peripheral protruding portion 11 protruding from an upper surface of the bottom plate 3, and an upper end portion of the peripheral protruding portion 11. It comprises a groove portion 9, a backing portion 10 protruding upward from the inside of the groove portion, and projections 14 provided at several places on the groove portion 9.
【0011】 周縁突出部11の高さは、図1に示すように、底板3と開先部9との間隔が十分 に大きくなるように設定する。図1に示す例では、周縁突出部11の高さは突出部 11の肉厚の約2倍である。このように高い突出部11を有することにより、溶接時 の熱が途中で逃げ、底板が熱変形を受けるほど加熱されることはない。これに対 して、もし突出部11が低すぎるかあるいはないとすると、底板3は極端に加熱さ れ、変形する。すると、柱脚金物は基礎コンクリート上に載置され、その固定は アンカーボルトにより行うだけであるので、金物の底板5と基礎コンクリートと の密着性が不十分となり、回転方向の剛性が低下する。また、溶接作業は柱1の 接合面(下面)と開先部9とのほぼ中間の方向に溶接棒を挿入して行うのが普通 であるが、そうする場合、突出部11が十分に高いと溶接作業が容易となる。The height of the peripheral protruding portion 11 is set so that the distance between the bottom plate 3 and the groove portion 9 is sufficiently large as shown in FIG. In the example shown in FIG. 1, the height of the peripheral protrusion 11 is about twice the thickness of the protrusion 11. By having such a high protrusion 11, heat during welding escapes in the middle, and the bottom plate is not heated enough to undergo thermal deformation. On the other hand, if the protrusion 11 is too low or absent, the bottom plate 3 is extremely heated and deforms. Then, the pedestal metal fitting is placed on the basic concrete, and the fixing is performed only by the anchor bolts. Therefore, the adhesion between the bottom plate 5 of the metal fitting and the basic concrete becomes insufficient, and the rigidity in the rotating direction is reduced. In addition, welding work is usually performed by inserting a welding rod in a direction approximately in the middle of the joint surface (lower surface) of the column 1 and the groove portion 9, but in such a case, the protrusion 11 is sufficiently high. And welding work becomes easy.
【0012】 柱脚金物8の開先部9に、柱1の溶接端を柱軸方向に所定の間隙に保つための 位置決め用突起14を数個所設ける。位置決め用突起14はガタ付き防止のために3 ケ所に設けるのが望ましい。The groove 9 of the column base metal fitting 8 is provided with several positioning protrusions 14 for keeping the welded end of the column 1 in a predetermined gap in the axial direction of the column. It is desirable to provide the positioning projections 14 at three locations to prevent rattling.
【0013】[0013]
本考案の柱脚金物は、前記の構成上の特徴によって、以下の効果を奏する。 (1) 柱脚金物自体に裏当部があり、これが柱のフランジ内面に密接するように挿 入されるため、底板と柱との軸芯のずれがなくなる。 (2) 開先部には柱軸方向に所定の間隙を保つための位置決め用突起が設けられて いるので、柱軸方向の位置精度が確保されると同時に、間隙調整作業ミスが解消 される。 (3) 周縁突出部が十分に高いので、溶接時に底板が熱変形することがなく、もっ て柱脚金物の基礎コンクリートに対する回転方向に関して、剛性の低下がない。 (4) 付随的に、従来の鋼板を用いた柱脚部に比べて、柱脚金物側に溶接開先部と 裏当部とが予め設けられているために、柱側に開先部を設けたり、裏当材を使用 する必要がなくなり、加工工数の低減がなされる。また、従来のように裏当材と 柱との隙間が大きくなったり、裏当材の不連続部分を生じたりすることがなくな るので、良好な溶接部が得られる。 The pedestal metal fitting of the present invention has the following effects due to the above structural features. (1) Since the column base metal fitting itself has a backing part that is inserted so as to be in close contact with the inner surface of the flange of the column, there is no misalignment between the bottom plate and the column. (2) Since the groove has a positioning protrusion to maintain a predetermined gap in the column axis direction, position accuracy in the column axis direction is ensured and gap adjustment work mistakes are eliminated. . (3) Since the protruding portion at the peripheral edge is sufficiently high, the bottom plate is not thermally deformed during welding, and there is no reduction in rigidity in the direction of rotation of the column pedestal with respect to the basic concrete. (4) As a concomitant matter, compared with the conventional column base using steel plates, the welding groove and the backing part are provided in advance on the side of the column base, so that the groove is formed on the column side. There is no need to provide or use a backing material, and the processing man-hour is reduced. In addition, since the gap between the backing material and the column and the discontinuity of the backing material are not generated unlike in the conventional case, a good weld can be obtained.
【図1】本考案の実施例による柱脚金物を用いた柱脚部
の縦断面図である。FIG. 1 is a vertical cross-sectional view of a column base using a column base metal according to an embodiment of the present invention.
【図2】本考案の実施例による柱脚金物の平面図であ
る。FIG. 2 is a plan view of a column pedestal according to an embodiment of the present invention.
【図3】従来の鋼板を用いた柱脚部の横断面図である。FIG. 3 is a transverse cross-sectional view of a column base portion using a conventional steel plate.
【図4】従来の鋼板を用いた柱脚部の縦断面図である。FIG. 4 is a vertical cross-sectional view of a column base portion using a conventional steel plate.
【図5】比較例の柱脚金物を用いた柱脚部の縦断面図で
ある。FIG. 5 is a vertical cross-sectional view of a column base portion using a column base metal member of a comparative example.
【図6】比較例の柱脚金物の平面図である。FIG. 6 is a plan view of a column pedestal metal object of a comparative example.
【図7】比較例の柱脚金物を用いた柱脚部の縦断面図で
ある。FIG. 7 is a vertical cross-sectional view of a column base portion using a column base metal member of a comparative example.
【図8】比較例の柱脚金物を用いた柱脚部の縦断面図で
ある。FIG. 8 is a vertical cross-sectional view of a column base portion using a column base metal member of a comparative example.
1 柱 3 底部 8 柱脚金物 9 開先部 10 裏当部 11 周縁突出部 14 位置決め突起 1 pillar 3 bottom 8 pillar leg metal fitting 9 groove 10 backing 11 peripheral projection 14 positioning projection
───────────────────────────────────────────────────── フロントページの続き (72)考案者 野上 信悟 福岡県北九州市若松区北浜一丁目9番1号 日立金属株式会社若松工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Creator Shingo Nogami 1-9-1 Kitahama, Wakamatsu-ku, Kitakyushu City, Fukuoka Prefecture Inside the Wakamatsu Factory, Hitachi Metals, Ltd.
Claims (1)
て固定する形式の柱脚金物において、接合すべき角形の
閉鎖断面を有する柱に対応する断面形状を有する周縁突
出部と、前記突出部の上端部に設けた一様な溶接用開先
部と、前記開先部の内側から突出する裏当部とを、底板
とともに一体に構成し、前記開先部には柱軸方向の位置
決め用突起を数箇所設けたことを特徴とする柱脚金物。1. A column base metal fitting of a type in which an anchor bolt is fixed through a hole provided in a bottom plate, and a peripheral projection having a cross-sectional shape corresponding to a column having a rectangular closed cross section to be joined, and an upper end of the projection. A uniform welding groove portion provided in the groove portion and a backing portion protruding from the inside of the groove portion are integrally formed with the bottom plate, and the groove portion has a protrusion for positioning in the column axis direction. A column base metal fitting characterized by being provided in several places.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP032789U JPH0744537U (en) | 1991-04-11 | 1991-04-11 | Pillar hardware |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP032789U JPH0744537U (en) | 1991-04-11 | 1991-04-11 | Pillar hardware |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0744537U true JPH0744537U (en) | 1995-11-21 |
Family
ID=12368621
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP032789U Expired - Lifetime JPH0744537U (en) | 1991-04-11 | 1991-04-11 | Pillar hardware |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0744537U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012237129A (en) * | 2011-05-11 | 2012-12-06 | Sumikin Bussan Co Ltd | Base plate |
CN111678375A (en) * | 2020-03-19 | 2020-09-18 | 东方电气集团东方锅炉股份有限公司 | Heat exchanger shell side terminating weld groove structure and manufacturing method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5213642A (en) * | 1975-07-21 | 1977-02-02 | Kumagai Gumi Ltd | Panel board for temporary works |
JPS5427644A (en) * | 1977-08-02 | 1979-03-01 | Lsb Ind | Method for assembling spherical roller bearing |
-
1991
- 1991-04-11 JP JP032789U patent/JPH0744537U/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5213642A (en) * | 1975-07-21 | 1977-02-02 | Kumagai Gumi Ltd | Panel board for temporary works |
JPS5427644A (en) * | 1977-08-02 | 1979-03-01 | Lsb Ind | Method for assembling spherical roller bearing |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012237129A (en) * | 2011-05-11 | 2012-12-06 | Sumikin Bussan Co Ltd | Base plate |
CN111678375A (en) * | 2020-03-19 | 2020-09-18 | 东方电气集团东方锅炉股份有限公司 | Heat exchanger shell side terminating weld groove structure and manufacturing method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EXPY | Cancellation because of completion of term |