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JP2005320701A - Support base and support structure for fixing and supporting aboveground installation column on ground - Google Patents

Support base and support structure for fixing and supporting aboveground installation column on ground Download PDF

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Publication number
JP2005320701A
JP2005320701A JP2004137589A JP2004137589A JP2005320701A JP 2005320701 A JP2005320701 A JP 2005320701A JP 2004137589 A JP2004137589 A JP 2004137589A JP 2004137589 A JP2004137589 A JP 2004137589A JP 2005320701 A JP2005320701 A JP 2005320701A
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Prior art keywords
support base
fixing
column
ground
support
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Ryotaro Mainaga
良太郎 舞永
Yasunobu Kishigami
泰庸 岸上
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Inaba Electric Work Co Ltd
Inaba Denki Sangyo Co Ltd
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Inaba Electric Work Co Ltd
Inaba Denki Seisakusho KK
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Priority to JP2004137589A priority Critical patent/JP2005320701A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a support base for an aboveground installation column uncollapsible even when impact is applied to the column by reducing a welding place with the column. <P>SOLUTION: This support base 4 for fixing and supporting the aboveground installation column on the ground, has an aboveground installation part to be fixed on the ground, and a column fixing part for welding and fixing a lower end part of the column and positioned above the aboveground installation part, and has a shape of gradually reducing in an outside diametrical dimension over the column fixing part from the aboveground installation part. The aboveground installation part forms a spot facing part 4c for storing a head part of a fixing bolt 7. The aboveground installation part, the column fixing part, and the spot facing part are integrally manufactured by forging. The support base desirably has a shape of gradually reducing even in an inside diametrical dimension over the column fixing part from the aboveground installation part. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、地上設置用支柱を地上に固定支持するための支持ベース及び支持構造に関するものである。   The present invention relates to a support base and a support structure for fixing and supporting a ground installation column on the ground.

街路灯、照明灯、道路標識、旗竿等の地上設置用支柱を地面に固定するための支持ベースとしては、図7に示すような支持構造が公知である。図7に示すように、正方形をしたベースプレート20が支柱2の下端部に設けられ、さらに(b)に示すように、側面形状が三角形の4つのリブプレート21が設けられる。ベースプレート20は、ボルト30により地上に固定される。ベースプレート20と支柱2の結合は溶接により行われ、更に、リブプレート21と支柱2の側面、リブプレート21の下面とベースプレート20の上面も溶接により結合される。   A support structure as shown in FIG. 7 is well known as a support base for fixing a ground installation support such as a street light, an illumination light, a road sign, and a flag pole to the ground. As shown in FIG. 7, a square base plate 20 is provided at the lower end of the support column 2, and as shown in FIG. 7B, four rib plates 21 having a triangular side shape are provided. The base plate 20 is fixed on the ground with bolts 30. The base plate 20 and the column 2 are coupled by welding, and the rib plate 21 and the side surface of the column 2 and the lower surface of the rib plate 21 and the upper surface of the base plate 20 are also coupled by welding.

リブプレート21の溶接止端部は、応力集中の高い部位であり、金属疲労に対して弱点となる。また、ベースプレート20、リブプレート21、支柱2の3つを溶接により結合しているため、溶接個所が多くなり、その結果、溶接作業に時間がかかり煩雑となる。また、支柱2からリブプレートの溶接止端部にかけて、断面形状が急激に変化するため、車が支柱2に衝突した場合に、そこから亀裂が入り、場合によっては支柱2が倒壊するおそれがあった。さらに、リブプレート21やボルト30の頭部が歩行者等のつまづきの原因となり、安全性の面で改善の余地があった。   The weld toe portion of the rib plate 21 is a portion with high stress concentration, and is a weak point against metal fatigue. Moreover, since the base plate 20, the rib plate 21, and the support | pillar 2 are couple | bonded by welding, a welding location increases, As a result, welding work takes time and becomes complicated. In addition, since the cross-sectional shape suddenly changes from the support 2 to the weld toe of the rib plate, there is a risk that when the car collides with the support 2, a crack will enter from there and in some cases the support 2 may collapse. It was. Further, the rib plate 21 and the head of the bolt 30 cause a pedestrian or the like to trip, and there is room for improvement in terms of safety.

図8は、別の公知技術を示す図である。この支持構造では、ベースプレート22の厚みを大きくして、リブプレートをなくし、支柱2を溶接して固定している。更に、ベースプレート22に座ぐりを形成しボルト30の頭部が飛び出さないようにしている(例えば、下記特許文献1参照)。しかしながら、この構造においても、断面形状が急激に変化するため、やはり亀裂が入り易いという問題がある。座ぐりを形成することで、ボルト30の頭部を突出させないようにできているが、座ぐり加工を機械旋盤加工で行うと、金属の内部組織を剪断するため、そこからクラックが生じやすくなるという別問題が生じる。
特開2003−343119号公報
FIG. 8 is a diagram showing another known technique. In this support structure, the thickness of the base plate 22 is increased, the rib plate is eliminated, and the support column 2 is welded and fixed. Further, a counterbore is formed on the base plate 22 so that the head of the bolt 30 does not jump out (for example, see Patent Document 1 below). However, even in this structure, the cross-sectional shape changes abruptly, so that there is still a problem that cracks easily occur. By forming the counterbore, the head of the bolt 30 is prevented from protruding. However, if the counterbore process is performed by a machine lathe, the internal structure of the metal is sheared, so that cracks are likely to be generated therefrom. Another problem arises.
JP 2003-343119 A

支柱との溶接個所を少なくするとともに、支柱に衝撃が加わった場合にでも倒壊しにくい地上設置用支柱用の支持ベースを提供することである。   It is to provide a support base for a ground-installed support column that is less likely to collapse even when an impact is applied to the support column, while reducing the number of welding points with the support column.

上記課題を解決するため本発明に係る支持ベースは、
地上に固定するための地上設置部と、
支柱の下端部を溶接して固定するため、地上設置部よりも上方に位置する支柱固定部とを備え、
地上設置部から支柱固定部にかけて、外径寸法が徐々に小さくなるような形状を有し、
前記地上設置部には、固定用ボルトの頭部が収容される座ぐり部が形成され、
前記地上設置部、支柱固定部、座ぐり部を鍛造により一体的に製造したことを特徴とするものである。
In order to solve the above problems, the support base according to the present invention is:
A ground installation section for fixing to the ground;
In order to weld and fix the lower end of the support column, it is provided with a support column fixing unit located above the ground installation unit,
From the ground installation part to the column fixing part, it has a shape that the outer diameter dimension gradually decreases,
The ground installation part is formed with a counterbore part for accommodating the head of the fixing bolt,
The ground installation portion, the column fixing portion, and the spot facing portion are integrally manufactured by forging.

この構成による支持ベースの作用・効果を説明する。支持ベースは、支柱固定部と地上設置部とを有しており、地面に設置されるのは地上設置部であり、支柱が固定されるのは支柱固定部である。そして、地上設置部から支柱固定部にかけて、徐々に外径寸法が小さくなるように設定されている。これにより、断面形状の急激な変化が起こらないように形状が決められている。また、この徐々に外径寸法が変化していく部分で、従来のリブプレートが備えていた補強効果を得ることができる。また、地上設置部には、座ぐり部が設けられており、固定用ボルトの頭部を収容することができる。これにより、頭部が突出しないようにできる。また、本発明に係る支持ベースは、鍛造により製造される。鍛造で製造することで、金属の内部組織が緻密で均一になり、引張り強さや機械的強さが改善される。座ぐり部も鍛造で形成するので、金属の内部組織を弱体化させることがない。その結果、支柱との溶接個所を少なくするとともに、支柱に衝撃が加わった場合にでも倒壊しにくい地上設置用支柱用の支持ベースを提供することができる。   The operation and effect of the support base with this configuration will be described. The support base includes a column fixing unit and a ground installation unit. The ground installation unit is installed on the ground, and the column fixing unit is fixed to the column. And it sets so that an outer diameter dimension may become small gradually from a ground installation part to a support | pillar fixing | fixed part. Thereby, the shape is determined so that a sudden change in the cross-sectional shape does not occur. Moreover, the reinforcing effect which the conventional rib plate was equipped with can be acquired in the part from which this outer diameter dimension changes gradually. Further, the ground installation portion is provided with a counterbore portion, and can accommodate the head of the fixing bolt. This can prevent the head from protruding. The support base according to the present invention is manufactured by forging. By manufacturing by forging, the internal structure of the metal becomes dense and uniform, and the tensile strength and mechanical strength are improved. The counterbore part is also formed by forging, so that the internal structure of the metal is not weakened. As a result, it is possible to provide a support base for the ground-installed support column that is less likely to collapse even when an impact is applied to the support column while reducing the number of welded portions with the support column.

本発明において、地上設置部から支柱固定部にかけて、内径寸法も徐々に小さくなるような形状を有するが好ましい。かかる構成により、内面側も断面形状の急激な変化が起こらないようにすることができる。   In the present invention, it is preferable that the inner diameter dimension is gradually reduced from the ground installation part to the column fixing part. With this configuration, it is possible to prevent an abrupt change in the cross-sectional shape on the inner surface side.

上記課題を解決するため本発明に係る支持ベースを地面に固定するための支持構造は、
地中に埋められるアンカーボルトと、アンカーボルトの上部に形成された雄ねじに螺合される高ナットとを備え、
座ぐり部を介して挿入される前記固定用ボルトを前記高ナットに対して螺合することで支持ベースを固定するようにしたことを特徴とするものである。
In order to solve the above problems, a support structure for fixing a support base according to the present invention to the ground is as follows:
An anchor bolt buried in the ground, and a high nut screwed into a male screw formed on the upper part of the anchor bolt,
The support base is fixed by screwing the fixing bolt inserted through the counterbore part into the high nut.

従来の支持構造では、基礎に施工されたアンカーボルトの上端部にWナットを螺合させて固定させていたが、かかるWナットは、表面からの突出量が大きくなり、歩行者のつまづき等の原因となる。また、Wナットの突出を防ぐためには、座ぐり部の深さを深くする必要があり、鍛造による製造が難しくなる。また、座ぐり部の深さを深くすると、支持ベースの強度を低下させる。そこで、アンカーボルトの上部に高ナットを螺合させて、この高ナットに対して、支持ベースを固定するための固定用ボルトを螺合するようにすれば、Wナットを用いる必要もなく、座ぐり部の深さも深くする必要がない。従って、支持ベースの強度を維持したまま座ぐり部を鍛造で形成することができる。   In the conventional support structure, a W nut is screwed and fixed to the upper end of an anchor bolt installed on the foundation. However, such a W nut has a large protruding amount from the surface, and a pedestrian's trip etc. Cause. Further, in order to prevent the protrusion of the W nut, it is necessary to increase the depth of the counterbore part, which makes it difficult to manufacture by forging. Moreover, if the counterbore part is deepened, the strength of the support base is reduced. Therefore, if a high nut is screwed onto the upper portion of the anchor bolt and a fixing bolt for fixing the support base is screwed to the high nut, there is no need to use a W nut, and a seat It is not necessary to increase the depth of the bore. Therefore, the counterbore can be formed by forging while maintaining the strength of the support base.

本発明に係る支持ベースの好適な実施形態を図面を用いて説明する。図1は、地上設置用支柱の一例として街路灯1(照明灯)の支柱2を示す。支柱2の先端には、電灯3が取り付けられ、支柱2の下端部は支持ベース4により地面Gに設置・固定される。地面Gは、道路、歩道、街路、公園、広場等であり、本発明としては、特定の場所に限定されるものではない。   A preferred embodiment of a support base according to the present invention will be described with reference to the drawings. FIG. 1 shows a column 2 of a street lamp 1 (illumination lamp) as an example of a column for ground installation. An electric lamp 3 is attached to the tip of the support 2, and the lower end of the support 2 is installed and fixed on the ground G by the support base 4. The ground G is a road, a sidewalk, a street, a park, a plaza, and the like, and the present invention is not limited to a specific place.

<第1実施形態>
図2と図3に第1実施形態に係る支持ベースの構造を示し、図2(a)は縦断面図、(b)は図3のA−A矢視図、図3(a)は平面図(b)は底面図である。支持ベース4は、単一の部品で構成され、平面部4aと斜面部4bとを有する。平面部4aの裏面は、地面Gに接触した状態で固定されるので、平面部4aは地上設置部として機能する。平面部4aは、平面視で円板状に形成されており、円周方向に沿って等間隔に4つの座ぐり4cが形成されている。各座ぐり4cには、貫通孔4dが形成されており、固定用ボルト7が挿入される。座ぐり4cの凹部の深さは、固定用ボルト7の頭部が平面部4aの表面から突出しないように(あるいは、突出してもごくわずかの量となるように)設定することが好ましい。
<First Embodiment>
2 and 3 show the structure of the support base according to the first embodiment. FIG. 2 (a) is a longitudinal sectional view, FIG. 2 (b) is an AA arrow view of FIG. 3, and FIG. FIG. (B) is a bottom view. The support base 4 is composed of a single part and has a flat surface portion 4a and a slope portion 4b. Since the back surface of the flat surface portion 4a is fixed in contact with the ground G, the flat surface portion 4a functions as a ground installation portion. The planar portion 4a is formed in a disk shape in plan view, and four counterbore 4c are formed at equal intervals along the circumferential direction. Each counterbore 4c is formed with a through hole 4d, and a fixing bolt 7 is inserted therein. The depth of the recess of the counterbore 4c is preferably set so that the head of the fixing bolt 7 does not protrude from the surface of the flat portion 4a (or even if it protrudes, the amount is very small).

斜面部4bは、上方に向うほど外径寸法が小さくなるように形成される。斜面部4bは、略円錐台形状を有している。斜面部4bの上端部は、支柱2の下端部2aと接触しており、この接触部分は支柱固定部に相当する。支柱2と接触している個所の上方領域Y1(表面側)と下方領域Y2(裏面側)は、溶接を行う個所である。上方領域Y1は平面視でリング状の領域であり、下方領域Y2も底面視でリング状の領域である。溶接個所は、この2箇所であるので、従来技術の図7に比べると、溶接個所をかなり減らすことができる。   The slope portion 4b is formed so that the outer diameter dimension decreases as it goes upward. The slope 4b has a substantially truncated cone shape. The upper end portion of the slope portion 4b is in contact with the lower end portion 2a of the support column 2, and this contact portion corresponds to the support column fixing portion. The upper region Y1 (front surface side) and the lower region Y2 (back surface side) of the portion in contact with the support column 2 are locations where welding is performed. The upper region Y1 is a ring-shaped region in plan view, and the lower region Y2 is also a ring-shaped region in bottom view. Since there are two welding locations, the number of welding locations can be considerably reduced as compared with the prior art FIG.

以上のように、地上設置部から支柱固定部にかけて(下方から上方にかけて)、外径寸法が徐々に小さくなるように形状が設定されているので、応力集中を緩和することができる。また、図2の断面図からも分かるように、内径寸法についても徐々に小さくなるように設定されている。この点においても、応力集中を緩和することができる。また、斜面部4bについては、その断面の厚みが上方にいくに従い、徐々に薄くなるように設定されている。また、支持ベース4における各角部は、面取り(R形状)とすることで、応力集中が起こらないようにしている。これにより、車等が支柱2に衝突して衝撃が加わった場合でも、支柱2の倒壊を防止することができる。   As described above, since the shape is set so that the outer diameter dimension gradually decreases from the ground installation part to the column fixing part (from the lower side to the upper side), stress concentration can be reduced. Further, as can be seen from the cross-sectional view of FIG. 2, the inner diameter dimension is also set to be gradually reduced. Also in this point, stress concentration can be relaxed. Further, the slope portion 4b is set so as to gradually become thinner as the cross-sectional thickness goes upward. In addition, each corner of the support base 4 is chamfered (R-shaped) so that stress concentration does not occur. Thereby, even when a vehicle or the like collides with the support column 2 and an impact is applied, the support column 2 can be prevented from collapsing.

本発明に係る支持ベース4は、座ぐり部4cも含めて、その全体形状が鍛造により製造されるので、内部組織を均一化することができる。従って、引張り強さや機械的強さを改善することができる。鍛造で製造する場合の支持ベースの材質としては、一般構造用圧延鋼材が好ましく、SS400が最も好ましい。また、表面処理を施す場合は、溶融亜鉛メッキが好ましい。   Since the entire shape of the support base 4 according to the present invention including the counterbore 4c is manufactured by forging, the internal structure can be made uniform. Accordingly, the tensile strength and mechanical strength can be improved. As the material of the support base in the case of manufacturing by forging, a general structural rolled steel material is preferable, and SS400 is most preferable. Moreover, when surface-treating, hot dip galvanization is preferable.

次に、支持ベース4の支持構造を説明する。図2に示すように、地中の内部にアンカーボルト5が4本埋め込まれており、アンカーボルト5どうしは、鋼帯9により連結・保持されている。アンカーボルト5の上部には、雄ねじ5aが形成されている。この雄ねじ5aに螺合する高ナット7が設けられており、高ナット6の上端部が支持ベース4の下面に位置する。そして、座ぐり部4cと貫通孔4dを介して、固定用ボルト7を高ナット6の雌ねじに螺合させる。固定用ボルト7は、座金8がボルトの頭部と座ぐり部4cの底部との間に介在した状態で結合される。かかる構成によれば、座ぐり部4cの深さは、固定用ボルト7の頭部が収容される程度の深さにしておけばよい。   Next, the support structure of the support base 4 will be described. As shown in FIG. 2, four anchor bolts 5 are embedded in the underground, and the anchor bolts 5 are connected and held by a steel strip 9. A male screw 5 a is formed on the upper part of the anchor bolt 5. A high nut 7 that is screwed onto the male screw 5 a is provided, and an upper end portion of the high nut 6 is located on the lower surface of the support base 4. Then, the fixing bolt 7 is screwed into the female screw of the high nut 6 through the counterbore 4c and the through hole 4d. The fixing bolt 7 is coupled in a state in which the washer 8 is interposed between the head of the bolt and the bottom of the counterbore 4c. According to such a configuration, the depth of the counterbore 4c may be set to a depth that allows the head of the fixing bolt 7 to be accommodated.

<第2実施形態>
図4と図5に第2実施形態に係る支持ベースの構造を示し、図4(a)は縦断面図、(b)は図5のA−A矢視図、図5(a)は平面図(b)は底面図である。第1実施形態と同じ機能をする個所には、同じ図番を付している。第1実施形態と異なる点を中心に説明する。
Second Embodiment
4 and 5 show the structure of the support base according to the second embodiment. FIG. 4 (a) is a longitudinal sectional view, FIG. 5 (b) is an AA arrow view of FIG. 5, and FIG. FIG. (B) is a bottom view. The same number is attached | subjected to the location which performs the same function as 1st Embodiment. A description will be given centering on differences from the first embodiment.

支持ベース4は、平面部4aと斜面部4bとを備えており、斜面部4bの厚みは、場所にかかわらず、ほぼ均等となっている。図5に示すように、平面視で平面部4aの形状は円形ではなく、円形に対して、図番4eで示される円弧状の凹みが形成されている。かかる構成の場合も、外径及び内径が徐々に小さくなるようになっており、応力集中を緩和することができる。このように、平面部4aの形状は、種々変形例が可能である。   The support base 4 includes a flat surface portion 4a and a slope portion 4b, and the thickness of the slope portion 4b is substantially equal regardless of the location. As shown in FIG. 5, the shape of the flat surface portion 4 a is not circular in plan view, but an arc-shaped recess indicated by a drawing number 4 e is formed with respect to the circular shape. Even in such a configuration, the outer diameter and the inner diameter are gradually reduced, and the stress concentration can be reduced. Thus, the shape of the plane part 4a can be variously modified.

<第3実施形態>
図6は第3実施形態に係る支持ベースの構造を示す。第1・第2実施形態とも、外径・内径が徐々に小さくなるような形状を有しているが、平面部4aと斜面部4bとの境界で変化が不連続となる。図6の例では、連続的になだらかに外径形状が変化している。支持ベース4全体として、略円錐台形状を有している。また、地上設置部から支柱固定部にかけての外径ラインは、図6では凹曲線であるが、直線でもよいし、円弧、楕円形状等種々選択することができる。かかる構成も本発明に含まれるものである。
<Third Embodiment>
FIG. 6 shows a structure of a support base according to the third embodiment. In both the first and second embodiments, the outer diameter and the inner diameter are gradually reduced, but the change is discontinuous at the boundary between the flat surface portion 4a and the slope portion 4b. In the example of FIG. 6, the outer diameter shape changes continuously and gently. The support base 4 as a whole has a substantially truncated cone shape. In addition, the outer diameter line from the ground installation part to the column fixing part is a concave curve in FIG. Such a configuration is also included in the present invention.

<別実施形態>
照明灯(街路灯)は、本実施形態の構造に限定されるものではなく、種々のタイプの照明灯に関して本発明は応用できる。また、照明灯以外の支柱を支持する場合にも応用することができる。
<Another embodiment>
The illumination lamp (street lamp) is not limited to the structure of the present embodiment, and the present invention can be applied to various types of illumination lamps. Moreover, it is applicable also when supporting support | pillars other than an illumination lamp.

街路灯の外観構成を示す図The figure which shows the external structure of a street light 第1実施形態に係る支持ベースの構成を示す縦断面図The longitudinal cross-sectional view which shows the structure of the support base which concerns on 1st Embodiment. 第1実施形態に係る支持ベースの構成を示す平面図及び底面図The top view and bottom view which show the structure of the support base which concerns on 1st Embodiment. 第2実施形態に係る支持ベースの構成を示す縦断面図The longitudinal cross-sectional view which shows the structure of the support base which concerns on 2nd Embodiment. 第2実施形態に係る支持ベースの構成を示す平面図及び底面図The top view and bottom view which show the structure of the support base which concerns on 2nd Embodiment. 第3実施形態に係る支持ベースの構成を示す縦断面図The longitudinal cross-sectional view which shows the structure of the support base which concerns on 3rd Embodiment 従来技術に係る支持ベースを示す図であり、(a)は平面図(b)は側面図である。It is a figure which shows the support base which concerns on a prior art, (a) is a top view (b) is a side view. 他の従来技術に係る支持ベースを示す図であり、(a)は平面図(b)は側面図である。It is a figure which shows the support base which concerns on another prior art, (a) is a top view (b) is a side view.

符号の説明Explanation of symbols

1 街路灯
2 支柱
2a 下端部
4 支持ベース
4a 平面部
4b 斜面部
4c 座ぐり部
4d 貫通孔
5 アンカーボルト
5a 雄ねじ部
6 高ナット
7 固定用ボルト
Y1 上方領域
Y2 下方領域
DESCRIPTION OF SYMBOLS 1 Street light 2 Support | pillar 2a Lower end part 4 Support base 4a Plane part 4b Slope part 4c Counterbore part 4d Through hole 5 Anchor bolt 5a Male thread part 6 High nut 7 Fixing bolt Y1 Upper area Y2 Lower area

Claims (3)

地上設置用支柱を地上に固定支持するための支持ベースであって、
地上に固定するための地上設置部と、
支柱の下端部を溶接して固定するため、地上設置部よりも上方に位置する支柱固定部とを備え、
地上設置部から支柱固定部にかけて、外径寸法が徐々に小さくなるような形状を有し、
前記地上設置部には、固定用ボルトの頭部が収容される座ぐり部が形成され、
前記地上設置部、支柱固定部、座ぐり部を鍛造により一体的に製造したことを特徴とする支持ベース。
A support base for fixedly supporting the ground installation support on the ground,
A ground installation section for fixing to the ground;
In order to weld and fix the lower end of the support column, it is provided with a support column fixing unit located above the ground installation unit,
From the ground installation part to the column fixing part, it has a shape that the outer diameter dimension gradually decreases,
The ground installation part is formed with a counterbore part for accommodating the head of the fixing bolt,
A support base, wherein the ground installation portion, the column fixing portion, and the counterbore portion are integrally manufactured by forging.
地上設置部から支柱固定部にかけて、内径寸法も徐々に小さくなるような形状を有することを特徴とする請求項1に記載の支持ベース。   2. The support base according to claim 1, wherein the support base has a shape such that the inner diameter dimension gradually decreases from the ground installation part to the column fixing part. 請求項1又は2に記載の支持ベースを地面に固定するための支持構造であって、
地中に埋められるアンカーボルトと、アンカーボルトの上部に形成された雄ねじに螺合される高ナットとを備え、
座ぐり部を介して挿入される前記固定用ボルトを前記高ナットに対して螺合することで支持ベースを固定するようにしたことを特徴とする支持ベースの支持構造。
A support structure for fixing the support base according to claim 1 or 2 to the ground,
An anchor bolt buried in the ground, and a high nut screwed to a male screw formed on the upper part of the anchor bolt,
A support base support structure, wherein the support base is fixed by screwing the fixing bolt inserted through a counterbore portion into the high nut.
JP2004137589A 2004-05-06 2004-05-06 Support base and support structure for fixing and supporting aboveground installation column on ground Pending JP2005320701A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004137589A JP2005320701A (en) 2004-05-06 2004-05-06 Support base and support structure for fixing and supporting aboveground installation column on ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004137589A JP2005320701A (en) 2004-05-06 2004-05-06 Support base and support structure for fixing and supporting aboveground installation column on ground

Publications (1)

Publication Number Publication Date
JP2005320701A true JP2005320701A (en) 2005-11-17

Family

ID=35468161

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004137589A Pending JP2005320701A (en) 2004-05-06 2004-05-06 Support base and support structure for fixing and supporting aboveground installation column on ground

Country Status (1)

Country Link
JP (1) JP2005320701A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012139811A (en) * 2010-04-19 2012-07-26 House Bm Co Ltd Machine fixture
JP2013213351A (en) * 2012-04-02 2013-10-17 Takenaka Komuten Co Ltd Construction method of steel frame structure, and fixing member of steel frame structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012139811A (en) * 2010-04-19 2012-07-26 House Bm Co Ltd Machine fixture
JP2013213351A (en) * 2012-04-02 2013-10-17 Takenaka Komuten Co Ltd Construction method of steel frame structure, and fixing member of steel frame structure

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