JP2022150277A - Fixing member - Google Patents

Fixing member Download PDF

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JP2022150277A
JP2022150277A JP2021052819A JP2021052819A JP2022150277A JP 2022150277 A JP2022150277 A JP 2022150277A JP 2021052819 A JP2021052819 A JP 2021052819A JP 2021052819 A JP2021052819 A JP 2021052819A JP 2022150277 A JP2022150277 A JP 2022150277A
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fixing member
foundation
base
space
hole
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JP7357374B2 (en
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仁司 北村
Hitoshi Kitamura
将人 大坂
Masato Osaka
直紀 佐藤
Naoki Sato
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Yoshimoto Pole Co Ltd
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Yoshimoto Pole Co Ltd
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Abstract

To provide a fixing member with a new structure that makes it easy to inspect bolts, etc., for fixing the fixing member.SOLUTION: A fixing member 14 includes a joining part 16 to which a lower end of a column 10 supporting a structure is joined and a base part 20 placed on a base 18. The base part 20 extends radially outward from the joining part 16, and has a flange part 20a in which a through hole 24 through which a bolt 22 protruding from the base 18 passes is formed. In the base part 20, a space S is formed between a part of the lower surface of the flange part 20a and the base 18. The space S is connected from an outer edge 20c of the base part 20 to the lower part of the through hole 24.SELECTED DRAWING: Figure 1

Description

本発明は、支柱を基礎に対して固定するための固定部材に関する。 The present invention relates to a fixing member for fixing a column to a foundation.

従来、外灯や道路標識などに用いられる支柱は、地面に対して固定するためのベースプレートが下端に接合されている。ベースプレートは、地面に埋設されたコンクリートの基礎から突出するアンカーボルトが通る貫通孔が設けられており、貫通孔を通ったアンカーボルトにナットを締め付けることにより、ベースプレートがコンクリートの基礎に対して強固に固定される(特許文献1参照)。 2. Description of the Related Art Conventionally, posts used for outdoor lights, road signs, etc. have a base plate joined to the lower end for fixing them to the ground. The base plate is provided with through-holes through which anchor bolts protruding from the concrete foundation buried in the ground pass. By tightening nuts on the anchor bolts that pass through the through-holes, the base plate is firmly attached to the concrete foundation. It is fixed (see Patent Document 1).

特開2009-275396号公報JP 2009-275396 A

しかしながら、前述のベースプレートがコンクリートの基礎に対して固定された状態では、アンカーボルトのうちコンクリートから突出した部分の状態を外部から確認することはできない。そのため、仮にアンカーボルトの強度が低下する状況になっても、すぐにそのことを把握することは困難である。 However, when the aforementioned base plate is fixed to the concrete foundation, the state of the portions of the anchor bolts protruding from the concrete cannot be confirmed from the outside. Therefore, even if the strength of the anchor bolt is lowered, it is difficult to immediately grasp the situation.

本発明はこうした状況に鑑みてなされたものであり、その例示的な目的のひとつは、固定部材を固定するボルト等の点検がしやすい新たな構造の固定部材を提供することにある。 The present invention has been made in view of these circumstances, and one of its exemplary purposes is to provide a fixing member having a new structure that facilitates inspection of bolts and the like for fixing the fixing member.

上記課題を解決するために、本発明のある態様の固定部材は、構造物を支持する支柱の下端が接合される接合部と、基礎に対して載置されるベース部と、を備える。ベース部は、接合部から径方向外側に向かって張り出しており、基礎から突出したボルトが通る貫通孔が形成されたフランジ部を有する。ベース部は、フランジ部の下面の一部と基礎との間にスペースが形成されており、スペースは、フランジ部の外縁から貫通孔の下部までつながっている。 In order to solve the above problems, a fixing member according to one aspect of the present invention includes a joint portion to which a lower end of a support column that supports a structure is joined, and a base portion that is placed on a foundation. The base portion protrudes radially outward from the joint portion and has a flange portion formed with a through hole through which a bolt protruding from the foundation passes. The base has a space formed between a part of the lower surface of the flange and the foundation, and the space extends from the outer edge of the flange to the bottom of the through hole.

この態様によると、固定部材が貫通孔を通るボルトを介して基礎に固定された状態で、固定部材のフランジ部の下部にある基礎から突出しているボルトの一部を外部から点検できる。 According to this aspect, in a state where the fixing member is fixed to the foundation via the bolt passing through the through-hole, part of the bolt projecting from the foundation below the flange portion of the fixing member can be inspected from the outside.

スペースは、高さが3~50[mm]の範囲であってもよい。これにより、スペースをそれほど大きくせずにファイバースコープといった点検器具や目視でボルトの状態を点検できる。 The space may have a height in the range of 3 to 50 [mm]. As a result, the condition of the bolts can be inspected with an inspection tool such as a fiberscope or by visual inspection without increasing the space.

接合部から貫通孔に向かってなだらかな表面で構成されたフレア状の補強部を更に備えてもよい。補強部は、貫通孔を囲むように形成された厚肉部を有してもよい。これにより、スペースによって基礎から浮いた状態のフランジ部の強度を高めることができる。 A flared reinforcing portion having a smooth surface from the joint portion toward the through hole may be further provided. The reinforcing portion may have a thick portion surrounding the through hole. Thereby, it is possible to increase the strength of the flange part in a state of being lifted from the foundation by the space.

厚肉部は、貫通孔の周囲に円弧状に設けられていてもよい。これにより、貫通孔の周囲に水が溜まりにくくなる。 The thick portion may be provided in an arc shape around the through hole. This makes it difficult for water to accumulate around the through hole.

ベース部は、基礎に接する第1の下面と、第1の下面より径方向外側であって、基礎との間にスペースが形成されている第2の下面と、を有してもよい。スペースの高さがH[mm]の場合、第1の下面と第2の下面とが曲率半径r[mm](H-3<R≦H)の曲面でつながっていてもよい。これにより、フランジ部のうち、基礎との間にスペースが形成されている第2の下面を有する部分に荷重がかかった場合に、第1の下面と第2の下面との境界での応力集中を緩和できる。 The base portion may have a first lower surface that contacts the foundation and a second lower surface that is radially outward of the first lower surface and is spaced from the foundation. When the height of the space is H [mm], the first lower surface and the second lower surface may be connected by a curved surface having a radius of curvature r [mm] (H−3<R≦H). As a result, when a load is applied to a portion of the flange portion having the second lower surface in which a space is formed between the foundation and the base, stress concentration at the boundary between the first lower surface and the second lower surface can be mitigated.

ベース部は、基礎に接する第1の下面の面積が、基礎との間にスペースが形成されている第2の下面の面積の3倍以上であってもよい。これにより、ベース部の第1の下面の部分の強度を確保しつつ、第2の下面と基礎との間のスペースを利用した点検も可能となる。 In the base portion, the area of the first lower surface in contact with the foundation may be three times or more the area of the second lower surface with a space formed between it and the foundation. As a result, it is possible to perform inspection using the space between the second lower surface and the foundation while ensuring the strength of the first lower surface portion of the base portion.

固定部材は、鋳鉄からなる一部品であってもよい。これにより、複雑な形状や部分的に厚みが異なる部材を簡易に製造できる。 The securing member may be a one-piece piece of cast iron. This makes it possible to easily manufacture a member having a complicated shape or a partially different thickness.

なお、以上の構成要素の任意の組合せ、本発明の表現を方法、装置、システム、などの間で変換したものもまた、本発明の態様として有効である。 It should be noted that any combination of the above-described components, and conversion of the expressions of the present invention between methods, devices, systems, etc. are also effective as aspects of the present invention.

本発明によれば、固定部材を固定するボルト等の点検がしやすくなる。 According to the present invention, it becomes easier to inspect the bolts and the like that fix the fixing member.

本実施の形態に係る固定部材を含む支柱の要部を示す模式図である。FIG. 4 is a schematic diagram showing a main part of a column including a fixing member according to the embodiment; 本実施の形態に係る固定部材の斜視図である。FIG. 3 is a perspective view of a fixing member according to the embodiment; 図2に示す固定部材をD1方向から見た上面図である。FIG. 3 is a top view of the fixing member shown in FIG. 2 as seen from direction D1; 図2に示す固定部材をD2方向から見た下面図である。It is the bottom view which looked at the fixing member shown in FIG. 2 from D2 direction. 図3に示す固定部材のA-A断面図である。FIG. 4 is a cross-sectional view of the fixing member shown in FIG. 3 taken along the line AA; 図3に示す固定部材のB-B断面図である。FIG. 4 is a BB cross-sectional view of the fixing member shown in FIG. 3; 図3に示す固定部材の領域の拡大図である。Figure 4 is an enlarged view of the area of the securing member shown in Figure 3;

以下、本発明を実施の形態をもとに図面を参照しながら説明する。各図面に示される同一又は同等の構成要素、部材、処理には、同一の符号を付するものとし、適宜重複した説明は省略する。また、実施の形態は、発明を限定するものではなく例示であって、実施の形態に記述される全ての特徴やその組合せは、必ずしも発明の本質的なものであるとは限らない。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described based on embodiments with reference to the drawings. The same or equivalent constituent elements, members, and processes shown in each drawing are denoted by the same reference numerals, and duplication of description will be omitted as appropriate. Moreover, the embodiments are illustrative rather than limiting the invention, and not all features and combinations thereof described in the embodiments are necessarily essential to the invention.

(支柱)
本実施の形態に係る支柱は、構造物を支持するためのものであり、例えば、案内標識や規制標識、信号、情報板等の道路交通分野に用いられる構造物、カメラ、アンテナ、通信等の情報通信分野に用いられる構造物、車道照明や歩道照明等の照明分野に用いられる構造物、を高所に配置するために用いられる。また、支柱は、基礎から突出したアンカーボルトが通る貫通孔が形成された柱脚部を備えており、本実施の形態では、後述する固定部材が柱脚部に相当する。
(pillar)
The struts according to the present embodiment are for supporting structures, for example, structures used in the road traffic field such as guide signs, regulatory signs, signals, information boards, cameras, antennas, communications, etc. It is used for arranging structures used in the field of information communication and structures used in the field of lighting such as roadway lighting and sidewalk lighting at high places. In addition, the column has a column base portion formed with a through hole through which an anchor bolt protruding from the foundation passes, and in the present embodiment, a fixing member, which will be described later, corresponds to the column base portion.

図1は、本実施の形態に係る固定部材を含む支柱の要部を示す模式図である。本実施の形態に係る支柱10は、支柱本体12と、固定部材14とを備える。支柱本体12は、例えば、直径が100~500mm、長さ(高さ)が1000~10000mm程度の鋼管である。固定部材14は、耐食性に優れたダクタイル鋳鉄を用いた部材である。固定部材14と支柱本体12とは摩擦圧接接合により互いに強固に接合されている。また、固定部材14は、構造物を支持する支柱10の下端12aが接合される接合部16と、コンクリート等の基礎18に対して載置されるベース部20と、を備える。 FIG. 1 is a schematic diagram showing a main part of a column including a fixing member according to this embodiment. A column 10 according to the present embodiment includes a column body 12 and a fixing member 14 . The column body 12 is, for example, a steel pipe having a diameter of 100 to 500 mm and a length (height) of 1000 to 10000 mm. The fixing member 14 is a member using ductile cast iron which is excellent in corrosion resistance. The fixing member 14 and the column main body 12 are firmly joined to each other by friction welding. The fixing member 14 also includes a joint portion 16 to which the lower end 12a of the support column 10 that supports the structure is joined, and a base portion 20 that is placed on a foundation 18 such as concrete.

図2は、本実施の形態に係る固定部材の斜視図である。図3は、図2に示す固定部材をD1方向から見た上面図である。図4は、図2に示す固定部材をD2方向から見た下面図である。図5は、図3に示す固定部材のA-A断面図である。図6は、図3に示す固定部材のB-B断面図である。図7は、図3に示す固定部材の領域Rの拡大図である。 FIG. 2 is a perspective view of a fixing member according to this embodiment. FIG. 3 is a top view of the fixing member shown in FIG. 2 as seen from direction D1. FIG. 4 is a bottom view of the fixing member shown in FIG. 2 as seen from the D2 direction. FIG. 5 is a cross-sectional view of the fixing member shown in FIG. 3 taken along the line AA. 6 is a BB cross-sectional view of the fixing member shown in FIG. 7 is an enlarged view of the region R of the fixing member shown in FIG. 3. FIG.

固定部材14のベース部20は、筒状の接合部16から径方向外側に向かって張り出しており、基礎18から突出したボルト22(図1参照)が通る4つの貫通孔24が形成されたフランジ部20aを有する。ボルト22と貫通孔24との位置を合わせて固定部材14を基礎18に設置し、ボルト22にナット23を締結することで、基礎18に対して固定部材14を介して支柱10が固定される。ベース部20は、フランジ部20aの下面の一部と基礎18との間にスペースSが形成されており、スペースSは、フランジ部20aの外縁20cから貫通孔24の下部までつながっている。 A base portion 20 of the fixing member 14 protrudes radially outward from the tubular joint portion 16, and is a flange formed with four through holes 24 through which bolts 22 (see FIG. 1) projecting from the base 18 pass. It has a portion 20a. By aligning the positions of the bolts 22 and the through-holes 24, installing the fixing members 14 on the foundation 18, and fastening the nuts 23 to the bolts 22, the columns 10 are fixed to the foundation 18 via the fixing members 14. . The base portion 20 has a space S formed between a portion of the lower surface of the flange portion 20 a and the foundation 18 , and the space S extends from the outer edge 20 c of the flange portion 20 a to the bottom of the through hole 24 .

これにより、固定部材14が貫通孔24を通るボルト22を介して基礎18に固定された状態で、固定部材14のフランジ部20aの下部にある基礎18から突出しているボルト22の一部22aの近傍を外部から点検できる。 As a result, while the fixing member 14 is fixed to the base 18 via the bolt 22 passing through the through hole 24, the portion 22a of the bolt 22 protruding from the base 18 below the flange portion 20a of the fixing member 14 is removed. The neighborhood can be inspected from the outside.

本実施の形態に係るスペースSは、高さHが3~50[mm]の範囲である。高さHは5mm以上であってもよく、また、高さHは25mm以下であってもよい。これにより、スペースSをそれほど大きくせずにファイバースコープといった点検器具でボルト22の状態を点検できる。 The space S according to this embodiment has a height H in the range of 3 to 50 [mm]. The height H may be 5 mm or more, and the height H may be 25 mm or less. As a result, the state of the bolt 22 can be inspected with an inspection instrument such as a fiberscope without making the space S so large.

また、固定部材14は、接合部16から各貫通孔24に向かって滑らかで連続した(段差のない)表面で構成されたフレア状の補強部26が4箇所に設けられている。これにより、固定部材14の各部に外力が加わった場合であっても、補強部26に応力集中が生じにくくなる。なお、補強部26は、フランジ部20aの表面からの高さが100~200mm程度であり、幅W(図3参照)が100~150mm程度である。また、補強部26は、貫通孔24を囲むように形成された厚肉部26aを有している。厚肉部26aの一部は、フランジ部20aのうちスペースSが下部に形成されている領域R1まで延びている。これにより、スペースSによって基礎18から浮いた部分のフランジ部20aの強度を高めることができる。 Further, the fixed member 14 is provided at four locations with flare-shaped reinforcing portions 26 each having a smooth and continuous surface (without steps) from the joint portion 16 toward each through hole 24 . As a result, even when an external force is applied to each portion of the fixing member 14 , stress concentration is less likely to occur in the reinforcing portion 26 . The reinforcing portion 26 has a height of about 100 to 200 mm from the surface of the flange portion 20a and a width W (see FIG. 3) of about 100 to 150 mm. Further, the reinforcing portion 26 has a thick portion 26 a formed to surround the through hole 24 . A portion of the thick portion 26a extends to a region R1 of the flange portion 20a where the space S is formed below. Thereby, the space S can increase the strength of the flange portion 20a that is raised from the foundation 18 .

また、厚肉部26aは、貫通孔24の周囲に円弧状に設けられている。還元すると、厚肉部26aは、貫通孔24の周囲を完全に囲まないように設けられている。これにより、貫通孔24にボルト22が挿入された状態で貫通孔24から水が抜けない状況であっても、貫通孔24の周囲の厚肉部26aがない部分26bから水が抜けるため、貫通孔24の周囲に水が溜まりにくくなり、ボルト22やナット23の劣化を低減できる。 Moreover, the thick portion 26 a is provided in an arc shape around the through hole 24 . When reduced, the thick portion 26 a is provided so as not to completely surround the through hole 24 . As a result, even if water cannot escape from the through-hole 24 with the bolt 22 inserted into the through-hole 24, the water will escape from the portion 26b around the through-hole 24 where there is no thick portion 26a. Water is less likely to accumulate around the hole 24, and deterioration of the bolt 22 and the nut 23 can be reduced.

また、円弧状の厚肉部26aは、図3、図7に示すように、筒状の接合部16の中心O1と貫通孔24の中心O2とを結ぶ直線L1に直交する直線L2より、外側まで延びている。円弧状の厚肉部26aの先端26cと、貫通孔24の中心O2と、接合部16の中心O1とが成す角αは90°より大きく、100°以上が好ましい。また、前述のように貫通孔24の周囲に水が溜まらないように、成す角αは180°未満であり、135°以下が好ましい。これにより、ボルト22やナット23を囲むように厚肉部26aが設けられているため、貫通孔24から突き出ているボルト22やナット23に歩行者や自転車等が直接触れにくくなる。 Further, as shown in FIGS. 3 and 7, the arc-shaped thick portion 26a is located outside a straight line L2 orthogonal to the straight line L1 connecting the center O1 of the cylindrical joint portion 16 and the center O2 of the through hole 24. extends to The angle α formed by the tip 26c of the arc-shaped thick portion 26a, the center O2 of the through hole 24, and the center O1 of the joint portion 16 is larger than 90°, preferably 100° or more. Also, the angle α formed is less than 180°, preferably 135° or less, so that water does not accumulate around the through hole 24 as described above. Accordingly, since the thick portion 26 a is provided so as to surround the bolt 22 and the nut 23 , the bolt 22 and the nut 23 protruding from the through hole 24 are less likely to come into direct contact with pedestrians, bicycles, and the like.

また、ベース部20は、基礎18に接する第1の下面20bと、第1の下面20bより径方向外側であって、基礎18との間にスペースSが形成されている第2の下面20dと、を有している。スペースの高さがH[mm]の場合、第1の下面20bと第2の下面20dとが曲率半径r[mm](H-3<r≦H)の曲面20gでつながっている。つまり、スペースSの高さHが12mmの場合、曲率半径rは9mmより大きく12mm以下が好ましい。これにより、フランジ部20aのうち、基礎18との間にスペースSが形成されている第2の下面20dを有する部分に荷重がかかった場合に、第1の下面20bと第2の下面20dとの境界での応力集中を緩和できる。 In addition, the base portion 20 has a first lower surface 20b in contact with the foundation 18 and a second lower surface 20d radially outside the first lower surface 20b and having a space S between the base 18 and the foundation 18. ,have. When the height of the space is H [mm], the first lower surface 20b and the second lower surface 20d are connected by a curved surface 20g with a radius of curvature r [mm] (H−3<r≦H). That is, when the height H of the space S is 12 mm, the curvature radius r is preferably more than 9 mm and 12 mm or less. As a result, when a load is applied to a portion of the flange portion 20a having the second lower surface 20d in which the space S is formed between the foundation 18 and the base 18, the first lower surface 20b and the second lower surface 20d can relieve the stress concentration at the boundary of

また、本実施の形態に係るベース部20においては、第2の下面20dが形成されている部分のフランジ部20aの厚みtが、スペースSの高さHの0.8~1.5倍程度である。 Further, in the base portion 20 according to the present embodiment, the thickness t of the flange portion 20a at the portion where the second lower surface 20d is formed is about 0.8 to 1.5 times the height H of the space S. is.

また、図2に示すように、フランジ部20aのうち補強部26同士の間の平坦部20eは、基礎18に接する第1の下面20bと、第1の下面20bと連続した側面20fと、を有する。側面20fは、接合部16の中心O1に向かって凹んだ円弧状の曲面で有り、その曲率半径は200~300mmである。 Further, as shown in FIG. 2, the flat portion 20e between the reinforcing portions 26 of the flange portion 20a has a first lower surface 20b in contact with the base 18 and a side surface 20f continuous with the first lower surface 20b. have. The side surface 20f is an arc-shaped curved surface that is recessed toward the center O1 of the joint portion 16, and has a curvature radius of 200 to 300 mm.

また、本実施の形態に係る固定部材14において、面積S1が一定以上であることで支柱10を強固に接地面に固定できるが、一方で面積S1が広すぎると、基礎18との間でスペースSが形成されている第2の下面20dの面積S2が相対的に狭くなり、スペースSを介したボルト22の点検が難しくなる。そこで、ベース部20は、基礎18に接する第1の下面20bの面積S1が、基礎18との間にスペースSが形成されている第2の下面20dの面積S2の3倍以上6倍以下であるとよい。面積S1は、例えば、14500~29000mmの範囲であり、面積S2は、例えば、4400~7600mmの範囲である。これにより、ベース部20の第1の下面20bの部分の強度を確保しつつ、第2の下面20dと基礎18との間のスペースSを利用した点検も可能となる。 Further, in the fixing member 14 according to the present embodiment, since the area S1 is equal to or larger than a certain value, the post 10 can be firmly fixed to the ground surface. The area S2 of the second lower surface 20d where S is formed becomes relatively narrow, and inspection of the bolt 22 through the space S becomes difficult. Therefore, in the base portion 20, the area S1 of the first lower surface 20b in contact with the foundation 18 is three to six times the area S2 of the second lower surface 20d in which the space S is formed between the base 18 and the foundation 18. Good to have. The area S1 ranges, for example, from 14,500 to 29,000 mm 2 , and the area S2 ranges, for example, from 4,400 to 7,600 mm 2 . As a result, inspection using the space S between the second lower surface 20d and the foundation 18 can be performed while ensuring the strength of the portion of the first lower surface 20b of the base portion 20 .

また、本実施の形態に係る固定部材14は、鋳鉄からなる一部品であるため、なだらかな曲面で構成された複雑な形状や部分的に厚みが異なる形状であっても精度良く簡易に製造できる。また、スペースSを分割構造(複数部品)の固定部材で構成すると強度が十分に確保できないおそれがあるが、固定部材を一体構造(一部品)で構成することで十分な強度が確保できる。また、分割構造の固定部材では、部品同士の隙間が腐食劣化を促進する可能性があるが、固定部材を一体構造で構成することで腐食劣化を抑制できる。 In addition, since the fixing member 14 according to the present embodiment is a one-piece component made of cast iron, it can be easily manufactured with high accuracy even if it has a complicated shape with a gently curved surface or a shape with a partially different thickness. . In addition, if the space S is composed of a fixed member with a divided structure (multiple parts), sufficient strength may not be ensured. Further, in the fixing member having a split structure, the gaps between the parts may promote corrosion deterioration, but the corrosion deterioration can be suppressed by forming the fixing member in an integral structure.

以上、本発明を上述の実施の形態を参照して説明したが、本発明は上述の実施の形態に限定されるものではなく、実施の形態の構成を適宜組み合わせたものや置換したものについても本発明に含まれるものである。また、当業者の知識に基づいて実施の形態における組合せや処理の順番を適宜組み替えることや各種の設計変更等の変形を実施の形態に対して加えることも可能であり、そのような変形が加えられた実施の形態も本発明の範囲に含まれうる。 Although the present invention has been described with reference to the above-described embodiments, the present invention is not limited to the above-described embodiments, and can be applied to any suitable combination or replacement of the configurations of the embodiments. It is included in the present invention. Further, it is also possible to appropriately rearrange the combinations and the order of processing in the embodiments based on the knowledge of a person skilled in the art, and to add modifications such as various design changes to the embodiments. Embodiments described may also fall within the scope of the present invention.

10 支柱、 12 支柱本体、 12a 下端、 14 固定部材、 16 接合部、 18 基礎、 20 ベース部、 20a フランジ部、 20b 第1の下面、 20c 外縁、 20d 第2の下面、 20e 平坦部、 20f 側面、 22 ボルト、 23 ナット、 24 貫通孔、 26 補強部、 26a 厚肉部、 26b 部分、 26c 先端、 H 高さ、 L1 直線、 L2 直線、 O1 中心、 O2 中心、 R 領域、 R1 領域、 S スペース、 S1 面積、 S2 面積、 W 幅、 r 曲率半径、 t 厚み。 10 Post 12 Post main body 12a Lower end 14 Fixing member 16 Joint 18 Base 20 Base 20a Flange 20b First lower surface 20c Outer edge 20d Second lower surface 20e Flat portion 20f Side , 22 bolt, 23 nut, 24 through hole, 26 reinforcing portion, 26a thick portion, 26b portion, 26c tip, H height, L1 straight line, L2 straight line, O1 center, O2 center, R area, R1 area, S space , S1 area, S2 area, W width, r radius of curvature, t thickness.

Claims (7)

構造物を支持する支柱の下端が接合される接合部と、
基礎に対して載置されるベース部と、を備え、
前記ベース部は、前記接合部から径方向外側に向かって張り出しており、基礎から突出したボルトが通る貫通孔が形成されたフランジ部を有し、
前記ベース部は、前記フランジ部の下面の一部と前記基礎との間にスペースが形成されており、
前記スペースは、前記フランジ部の外縁から前記貫通孔の下部までつながっていることを特徴とする固定部材。
a joint to which the lower end of the column supporting the structure is joined;
a base resting against the foundation;
The base portion protrudes radially outward from the joint portion, and has a flange portion formed with a through hole through which a bolt protruding from the foundation passes,
The base portion has a space formed between a portion of the lower surface of the flange portion and the foundation,
The fixing member, wherein the space extends from an outer edge of the flange portion to a lower portion of the through hole.
前記スペースは、高さが3~50[mm]の範囲であることを特徴とする請求項1に記載の固定部材。 2. The fixing member according to claim 1, wherein the space has a height in the range of 3 to 50 [mm]. 前記接合部から前記貫通孔に向かってなだらかな表面で構成されたフレア状の補強部を更に備え、
前記補強部は、前記貫通孔を囲むように形成された厚肉部を有することを特徴とする請求項1又は2に記載の固定部材。
further comprising a flared reinforcing portion having a smooth surface from the joint toward the through hole;
3. The fixing member according to claim 1, wherein the reinforcing portion has a thick portion surrounding the through hole.
前記厚肉部は、前記貫通孔の周囲に円弧状に設けられていることを特徴とする請求項3に記載の固定部材。 4. The fixing member according to claim 3, wherein the thick portion is provided in an arc shape around the through hole. 前記ベース部は、前記基礎に接する第1の下面と、前記第1の下面より径方向外側であって、前記基礎との間に前記スペースが形成されている第2の下面と、を有し、
前記スペースの高さがH[mm]の場合、前記第1の下面と前記第2の下面とが曲率半径r[mm](H-3<R≦H)の曲面でつながっていることを特徴とする請求項1乃至4のいずれか1項に記載の固定部材。
The base portion has a first lower surface in contact with the foundation, and a second lower surface radially outside the first lower surface and forming the space between the base and the foundation. ,
When the height of the space is H [mm], the first lower surface and the second lower surface are connected by a curved surface having a radius of curvature r [mm] (H−3<R≦H). The fixing member according to any one of claims 1 to 4.
前記ベース部は、前記基礎に接する第1の下面の面積が、前記基礎との間に前記スペースが形成されている第2の下面の面積の3倍以上であることを特徴とする請求項1乃至4のいずれか1項に記載の固定部材。 2. The base portion is characterized in that the area of the first lower surface in contact with the foundation is three times or more the area of the second lower surface in which the space is formed between the base and the foundation. 5. The fixing member according to any one of items 1 to 4. 鋳鉄からなる一部品であることを特徴とする請求項1乃至6のいずれか1項に記載の固定部材。 7. A fixing member according to any one of the preceding claims, characterized in that it is a single piece made of cast iron.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1025759A (en) * 1996-07-15 1998-01-27 Sumitomo Metal Ind Ltd Level adjustable stud
JP2000008493A (en) * 1998-06-23 2000-01-11 Okabe Co Ltd Base plate for column leg
JP2005016212A (en) * 2003-06-27 2005-01-20 Okabe Co Ltd Exposed-type steel-frame column base
JP2005016213A (en) * 2003-06-27 2005-01-20 Okabe Co Ltd Base plate for column base
JP2006233444A (en) * 2005-02-22 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1025759A (en) * 1996-07-15 1998-01-27 Sumitomo Metal Ind Ltd Level adjustable stud
JP2000008493A (en) * 1998-06-23 2000-01-11 Okabe Co Ltd Base plate for column leg
JP2005016212A (en) * 2003-06-27 2005-01-20 Okabe Co Ltd Exposed-type steel-frame column base
JP2005016213A (en) * 2003-06-27 2005-01-20 Okabe Co Ltd Base plate for column base
JP2006233444A (en) * 2005-02-22 2006-09-07 Hitachi Metals Techno Ltd Seismic response control column base structure and seismic response control structure using this structure

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