JP2016035166A - Steel-pipe column and method of manufacturing the same - Google Patents

Steel-pipe column and method of manufacturing the same Download PDF

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JP2016035166A
JP2016035166A JP2014158291A JP2014158291A JP2016035166A JP 2016035166 A JP2016035166 A JP 2016035166A JP 2014158291 A JP2014158291 A JP 2014158291A JP 2014158291 A JP2014158291 A JP 2014158291A JP 2016035166 A JP2016035166 A JP 2016035166A
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steel pipe
pipe column
main body
pressing
column main
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JP6341792B2 (en
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中島 伸
Shin Nakajima
伸 中島
中島 教雄
Norio Nakajima
教雄 中島
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Nakajima Steel Pipe Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a steel-pipe column which enables a planar part to be easily formed in a cylindrical steel pipe and which has the planar part formed to have almost the same plate thickness as a thickness of a steel-pipe column body, and also provide a method of manufacturing the steel-pipe column.SOLUTION: In a steel-pipe column 10 comprising a cylindrical steel-pipe column body 11, an abutting part 12 for abutting on an end of a beam material 20 is formed by press molding in a longitudinal direction of the cylindrical steel-pipe column body 11 and at least one of circumferential directions of the cylindrical steel-pipe column body 11. The abutting part 12 is formed in a planar shape while having almost the same plate thickness as a thickness of the cylindrical steel-pipe column body 11.SELECTED DRAWING: Figure 1

Description

本発明は、円筒状の鋼管で構成される鋼管柱及びその製造方法に関するものである。   The present invention relates to a steel pipe column composed of a cylindrical steel pipe and a manufacturing method thereof.

従来、円筒状の鋼管が建築物の柱材等として使用されている。そして、円筒状の鋼管の外周面に梁材を接合した鋼管柱と梁材との接合構造が知られている。   Conventionally, cylindrical steel pipes have been used as building pillars and the like. And the joining structure of the steel pipe pillar and beam material which joined the beam material to the outer peripheral surface of a cylindrical steel pipe is known.

しかしながら、円筒状の鋼管で構成される鋼管柱と梁材との接合構造においては、鋼管柱の外周面が円筒面となっていることから、梁材を鋼管柱に接合するために、梁材の端部を鋼管柱の円筒面の形状に合わせて円弧状に加工しなければならないという問題点があった。   However, in the joining structure of a steel pipe column composed of a cylindrical steel pipe and a beam material, since the outer peripheral surface of the steel pipe column is a cylindrical surface, the beam material is used to join the beam material to the steel pipe column. There is a problem in that the end of the tube must be processed into an arc shape in accordance with the shape of the cylindrical surface of the steel pipe column.

そこで、この問題を解決するために、円筒状の鋼管における長手方向の少なくとも1箇所に平面状に形成された部分を備えた鋼管柱が提案されている(例えば、特許文献1)。   Therefore, in order to solve this problem, a steel pipe column having a portion formed in a planar shape in at least one place in the longitudinal direction of a cylindrical steel pipe has been proposed (for example, Patent Document 1).

特開平9−317085号公報Japanese Patent Laid-Open No. 9-317085

しかしながら、特許文献1の鋼管柱においては、その平面状に形成される部分の板厚が鋼管本体の板厚より厚く成形されるため、鋼管柱自体が重くなるという問題点があった。また、特許文献1の鋼管柱においては、円筒状の鋼管を加熱及び冷却させることにより平面状の部分を形成することから製造方法が複雑になるという問題点もあった。   However, in the steel pipe pillar of patent document 1, since the plate | board thickness of the part formed in the planar shape is shape | molded thicker than the board thickness of a steel pipe main body, there existed a problem that steel pipe pillar itself became heavy. Moreover, in the steel pipe pillar of patent document 1, since the planar part was formed by heating and cooling a cylindrical steel pipe, there also existed a problem that a manufacturing method became complicated.

そこで、本発明は、円筒状の鋼管に平面状の部分を容易に形成できるとともに、平面状の部分を鋼管柱本体の板厚と同程度に形成した鋼管柱及びその製造方法を提供することを目的とする。   Therefore, the present invention provides a steel pipe column in which a planar portion can be easily formed in a cylindrical steel pipe, and the planar portion is formed to have the same thickness as the plate thickness of the steel pipe column main body, and a manufacturing method thereof. Objective.

本発明の解決しようとする課題は以上であり、次にこの課題を解決するための手段を説明する。   The problem to be solved by the present invention is as described above. Next, means for solving the problem will be described.

即ち、本発明のうち請求項1に記載の鋼管柱は、円筒状の鋼管で構成される鋼管柱であって、前記円筒状の鋼管の長手方向、且つ前記円筒状の鋼管の円周方向の少なくとも一方向に、梁の端部を当接させるための当接部を押圧成形によって形成し、前記当接部は、前記円筒状の鋼管と同程度の板厚を保持しながら平面状に形成されるものである。   That is, the steel pipe column according to claim 1 of the present invention is a steel pipe column constituted by a cylindrical steel pipe, and is arranged in the longitudinal direction of the cylindrical steel pipe and in the circumferential direction of the cylindrical steel pipe. A contact portion for contacting the end of the beam in at least one direction is formed by press molding, and the contact portion is formed in a flat shape while maintaining the same thickness as the cylindrical steel pipe. It is what is done.

上記構成では、鋼管柱本体の所定位置に平面状の当接部が形成される。また、当接部(平面状の部分)が、円筒状の鋼管(鋼管本体)と同程度の板厚で形成される。   In the said structure, a planar contact part is formed in the predetermined position of a steel pipe pillar main body. Further, the contact portion (planar portion) is formed with a plate thickness comparable to that of a cylindrical steel pipe (steel pipe body).

また、請求項2に記載の発明は、請求項1に記載の鋼管柱を製造する製造方法であって、前記円筒状の鋼管の外周面における押圧範囲を前記円筒状の鋼管の周方向に徐々に広げながら、前記円筒状の鋼管の外周面を押圧することにより前記当接部を形成するものである。   The invention according to claim 2 is a manufacturing method for manufacturing the steel pipe column according to claim 1, wherein the pressing range on the outer peripheral surface of the cylindrical steel pipe is gradually increased in the circumferential direction of the cylindrical steel pipe. The abutting portion is formed by pressing the outer peripheral surface of the cylindrical steel pipe while spreading it.

上記構成では、押圧成形を行うのみで、円筒状の鋼管(鋼管本体)と同程度の板厚の当接部(平面状の部分)を形成することができる。   In the above configuration, it is possible to form an abutting portion (planar portion) having a plate thickness comparable to that of a cylindrical steel pipe (steel pipe main body) only by performing press molding.

さらに、請求項3に記載の発明は、請求項2に記載の鋼管柱の製造方法であって、前記円筒状の鋼管の外周面を押圧する押圧手段と、前記押圧手段が押圧する範囲を調整する押圧調整手段と、を前記円筒状の鋼管において前記当接部を形成する部分に配置し、前記押圧手段が押圧する範囲を前記押圧調整手段によって徐々に広げることにより前記当接部を形成するものである。   Furthermore, invention of Claim 3 is a manufacturing method of the steel pipe pillar of Claim 2, Comprising: The press means which presses the outer peripheral surface of the said cylindrical steel pipe, and the range which the said press means presses is adjusted And the pressure adjusting means to be disposed in a portion of the cylindrical steel pipe where the contact portion is formed, and the contact adjusting portion is formed by gradually expanding a range pressed by the pressing means by the pressure adjusting means. Is.

上記構成では、押圧成形を行うのみで、円筒状の鋼管(鋼管本体)と同程度の板厚の当接部(平面状の部分)を形成することができる。   In the above configuration, it is possible to form an abutting portion (planar portion) having a plate thickness comparable to that of a cylindrical steel pipe (steel pipe main body) only by performing press molding.

さらに、請求項4に記載の発明は、請求項2に記載の鋼管柱の製造方法において、前記円筒状の鋼管の外周面を押圧する押圧手段を前記円筒状の鋼管において前記当接部を形成する部分に配置し、前記押圧手段は、前記円筒状の鋼管の外周面を押圧する面の形状を変更可能に構成され、前記押圧手段の面の形状を変更させながら前記押圧手段が押圧する範囲を徐々に広げることにより前記当接部を形成するものである。   Furthermore, the invention according to claim 4 is the method of manufacturing a steel pipe column according to claim 2, wherein the abutting portion is formed in the cylindrical steel pipe by pressing means for pressing the outer peripheral surface of the cylindrical steel pipe. The pressing means is configured to be able to change the shape of the surface that presses the outer peripheral surface of the cylindrical steel pipe, and the pressing means presses while changing the shape of the surface of the pressing means. The contact portion is formed by gradually spreading the contact portion.

上記構成では、押圧成形を行うのみで、円筒状の鋼管(鋼管本体)と同程度の板厚の当接部(平面状の部分)を形成することができる。   In the above configuration, it is possible to form an abutting portion (planar portion) having a plate thickness comparable to that of a cylindrical steel pipe (steel pipe main body) only by performing press molding.

本発明の鋼管柱によれば、円筒状の鋼管(鋼管本体)と同程度の板厚の当接部(平面状の部分)を形成することができるため、鋼管柱自体を軽量化することができる。   According to the steel pipe column of the present invention, since the contact portion (planar portion) having the same thickness as that of the cylindrical steel pipe (steel pipe main body) can be formed, the weight of the steel pipe column itself can be reduced. it can.

本発明の鋼管柱の製造方法によれば、押圧成形を行うのみで円筒状の鋼管(鋼管本体)に当接部(平面状の部分)を形成することができるため、円筒状の鋼管に当接部(平面状の部分)を容易に形成することができる。また、当接部(平面状の部分)を形成するに際し、鋼管を加熱及び冷却させる必要がないため、製造方法自体を簡略化することができる。   According to the method for manufacturing a steel pipe column of the present invention, a contact portion (planar portion) can be formed on a cylindrical steel pipe (steel pipe main body) only by performing press molding. The contact portion (planar portion) can be easily formed. Moreover, when forming the contact part (planar part), it is not necessary to heat and cool the steel pipe, so that the manufacturing method itself can be simplified.

(a)は、本発明に係る鋼管柱の斜視図、(b)は、本発明に係る鋼管柱の当接部近傍の断面図。(A) is a perspective view of the steel pipe pillar which concerns on this invention, (b) is sectional drawing of the contact part vicinity of the steel pipe pillar which concerns on this invention. 本発明に係る鋼管柱を製造するための製造装置の概略側面断面図。The schematic side sectional drawing of the manufacturing apparatus for manufacturing the steel pipe pillar which concerns on this invention. 本発明に係る鋼管柱を製造するための製造装置の概略正面断面図。The schematic front sectional drawing of the manufacturing apparatus for manufacturing the steel pipe pillar which concerns on this invention. 本発明に係る鋼管柱を製造するための第1実施例を示す概略図。BRIEF DESCRIPTION OF THE DRAWINGS Schematic which shows 1st Example for manufacturing the steel pipe pillar which concerns on this invention. 本発明に係る鋼管柱を製造するための第2実施例を示す概略図。Schematic which shows 2nd Example for manufacturing the steel pipe pillar which concerns on this invention.

以下、本発明の実施例を図面に基づき説明する。
まず、本発明の鋼管柱10について、図1を用いて説明する。
Embodiments of the present invention will be described below with reference to the drawings.
First, the steel pipe pillar 10 of this invention is demonstrated using FIG.

図1(a)に示すように、本発明に係る鋼管柱10は、鋼管柱本体11と、当接部12と、から構成される。   As shown in FIG. 1 (a), a steel pipe column 10 according to the present invention includes a steel pipe column main body 11 and a contact portion 12.

鋼管柱本体11は、所定長さの円筒状の鋼管により形成される。鋼管柱本体11は、その材質、板厚等は特に限定されるものではないが、柱材として使用可能な材質、板厚等の円筒状の鋼管であれば構わない。   The steel pipe column main body 11 is formed of a cylindrical steel pipe having a predetermined length. The material, plate thickness, etc. of the steel pipe column main body 11 are not particularly limited, but may be any cylindrical steel pipe having a material, plate thickness, etc. that can be used as a column material.

当接部12は、鋼管柱本体11において梁材20を接合する部分であり、鋼管柱本体11の複数箇所(図1(a)では2箇所)に形成される平面状の部分である。当接部12は、鋼管柱本体11における長手方向であって、鋼管柱本体11の円周方向の四方向に形成される4面の平面部分12aから構成される。なお、当接部12は、4面の平面部分12aから構成されるものに限定されるのではなく、鋼管柱本体11の円周方向の少なくとも一方向に当接部12(平面部分12a)が形成されていれば構わない。
当接部12の平面部分12aは、梁材20の端面が接合可能な程度の面積で形成される。
また、図1(b)に示すように、当接部12(平面部分12a)の板厚は、鋼管柱本体11と同程度の板厚で形成される。当接部12(平面部分12a)は、鋼管柱本体11に対して内方に押し込まれた状態で形成される。
The contact part 12 is a part which joins the beam material 20 in the steel pipe column main body 11, and is a planar part formed in the multiple places (FIG. 1 (a) 2 places) of the steel pipe column main body 11. FIG. The abutting portion 12 is composed of four planar portions 12 a formed in four directions in the circumferential direction of the steel pipe column main body 11 in the longitudinal direction of the steel pipe column main body 11. In addition, the contact part 12 is not limited to what is comprised from the four plane parts 12a, but the contact part 12 (plane part 12a) exists in at least one direction of the circumferential direction of the steel pipe column main body 11. FIG. It does not matter as long as it is formed.
The flat surface portion 12a of the contact portion 12 is formed with an area to which the end surface of the beam member 20 can be joined.
Moreover, as shown in FIG.1 (b), the plate | board thickness of the contact part 12 (plane part 12a) is formed by the plate | board thickness comparable as the steel pipe column main body 11. As shown in FIG. The contact portion 12 (plane portion 12a) is formed in a state where it is pushed inward with respect to the steel pipe column body 11.

このように、鋼管柱本体11の所定位置に平面状の当接部12を形成することにより、梁材20の端部を鋼管柱本体11の円筒面の形状に合わせて円弧状に加工することなく、梁材20を鋼管柱10に接合することができる。また、当接部12(平面部分12a)の板厚が、鋼管柱本体11と同程度の板厚で形成されるため、鋼管柱10自体を軽量化できる。   Thus, by forming the flat contact portion 12 at a predetermined position of the steel pipe column main body 11, the end of the beam member 20 is processed into an arc shape in accordance with the shape of the cylindrical surface of the steel pipe column main body 11. The beam member 20 can be joined to the steel pipe column 10. Moreover, since the plate | board thickness of the contact part 12 (plane part 12a) is formed by the plate | board thickness comparable as the steel pipe pillar main body 11, steel pipe pillar 10 itself can be reduced in weight.

次に、鋼管柱10の製造方法(第1実施例)について、図2から図4を用いて説明する。   Next, the manufacturing method (1st Example) of the steel pipe pillar 10 is demonstrated using FIGS. 2-4.

図2に示すように、まず、鋼管柱10における鋼管柱本体11の両端部を第1固定手段31・31により定位置で固定する。そして、図2及び図3に示すように、鋼管柱本体11において梁材20(図1)を接合する部分、即ち、当接部12(平面部分12a)を形成する部分を第2固定手段32により固定する。この時、第2固定手段32は、鋼管柱本体11の左右方向の外周面を固定する。さらに、鋼管柱本体11の上下方向の外周面を金型40(「押圧調整手段」の一例)により鋼管柱本体11の左右方向から固定する。   As shown in FIG. 2, first, the both ends of the steel pipe column main body 11 in the steel pipe column 10 are fixed at fixed positions by the first fixing means 31 and 31. As shown in FIGS. 2 and 3, a portion where the beam member 20 (FIG. 1) is joined in the steel pipe column main body 11, that is, a portion where the contact portion 12 (plane portion 12 a) is formed is the second fixing means 32. To fix. At this time, the 2nd fixing means 32 fixes the outer peripheral surface of the left-right direction of the steel pipe column main body 11. FIG. Furthermore, the outer peripheral surface of the vertical direction of the steel pipe column main body 11 is fixed from the left-right direction of the steel pipe column main body 11 with the metal mold | die 40 (an example of a "press adjustment means").

ここで、金型40は、鋼管柱本体11を左右方向から挟持するように一対の金型から構成され、第2固定部材32により固定した際の鋼管柱本体11の上部及び下部に配置される。また、金型40は、複数(図3においては2つ)の金型部材41・42により構成されている。金型部材41・42は、鋼管柱本体11の上部(或いは下部)を左右方向から挟持するように一対の金型部材から構成される。第1金型部材41は、第2金型部材42と独立した部材として第2金型部材42の上方に設けられる。金型部材41・42は、鋼管柱本体11の上下方向の外周面を鋼管柱本体11の左右方向から固定可能に構成されるとともに、互いに独立して、鋼管柱本体11の左右方向に移動可能に構成される。   Here, the mold 40 is composed of a pair of molds so as to sandwich the steel pipe column main body 11 from the left-right direction, and is disposed on the upper and lower portions of the steel pipe column main body 11 when fixed by the second fixing member 32. . The mold 40 includes a plurality (two in FIG. 3) of mold members 41 and 42. The mold members 41 and 42 are composed of a pair of mold members so as to sandwich the upper part (or lower part) of the steel pipe column main body 11 from the left-right direction. The first mold member 41 is provided above the second mold member 42 as a member independent of the second mold member 42. The mold members 41 and 42 are configured so that the outer peripheral surface in the vertical direction of the steel pipe column main body 11 can be fixed from the left and right direction of the steel pipe column main body 11 and can be moved independently of each other in the left and right direction of the steel pipe column main body 11 Configured.

鋼管柱10においては、鋼管柱本体11の外周面を押圧手段33により上下方向から押圧することにより当接部12(平面部分12a)を形成する。   In the steel pipe column 10, the contact part 12 (plane part 12a) is formed by pressing the outer peripheral surface of the steel pipe column main body 11 from the up-down direction by the pressing means 33.

ここで、鋼管柱本体11の左右方向の外周面を第2固定手段32のみで固定した状態で当接部12(平面部分12a)を形成した場合(金型40を配置せずに押圧手段33による押圧を行った場合)、鋼管柱本体11の外周面が押圧手段33によって不均一に押圧される。特に、当接部12の平面部分12aの中央部分が鋼管柱本体11の内方に凹み、平面部分12aの平坦度が悪くなる。   Here, when the contact part 12 (plane part 12a) is formed in the state which fixed the outer peripheral surface of the left-right direction of the steel pipe column main body 11 only with the 2nd fixing means 32 (pressing means 33 without arrange | positioning the metal mold | die 40). ), The outer peripheral surface of the steel pipe column main body 11 is pressed unevenly by the pressing means 33. In particular, the central portion of the flat portion 12a of the contact portion 12 is recessed inward of the steel pipe column main body 11, and the flatness of the flat portion 12a is deteriorated.

そこで、鋼管柱10を製造する方法においては、押圧手段33が鋼管柱本体11の外周面を押圧する押圧範囲を鋼管柱本体11の周方向に徐々に(段階的に)広げながら、鋼管柱本体11の外周面を押圧することにより当接部12(平面部分12a)を形成する。具体的には、以下のように行う。   Therefore, in the method of manufacturing the steel pipe column 10, while the pressing means 33 presses the outer peripheral surface of the steel pipe column main body 11 gradually (in steps) in the circumferential direction of the steel pipe column main body 11, 11 is pressed to form the contact portion 12 (planar portion 12a). Specifically, this is performed as follows.

図4(a)に示すように、鋼管柱本体11の上部及び下部の一部分(頂部)が金型40に対して突出するように、鋼管柱本体11を配置する。そして、図4(b)に示すように、この金型40に対して突出した鋼管柱本体11の一部分を押圧手段33によって押圧する。この時、上記鋼管柱本体11の一部分は、第1金型部材41の上面(或いは下面)と同一平面となるように押圧され、押圧された部分のみが平面状に形成される。   As shown in FIG. 4A, the steel pipe column main body 11 is arranged so that a part (top) of the upper and lower parts of the steel pipe column main body 11 protrudes from the mold 40. Then, as shown in FIG. 4B, a part of the steel pipe column main body 11 protruding with respect to the mold 40 is pressed by the pressing means 33. At this time, a part of the steel pipe column body 11 is pressed so as to be flush with the upper surface (or lower surface) of the first mold member 41, and only the pressed portion is formed into a flat shape.

鋼管柱本体11の一部分を上記のように押圧すると、図4(c)に示すように、第1金型部材41を鋼管柱本体11から離間(移動)させる。これにより、押圧手段33が鋼管柱本体11の外周面を押圧する押圧範囲が、鋼管柱本体11の周方向に広がる。そして、図4(d)に示すように、第2金型部材42に対して突出した鋼管柱本体11の一部分を押圧手段33によって再度押圧する。この時、鋼管柱本体11の一部分は、第2金型部材42の上面(或いは下面)と同一平面となるように押圧され、押圧された部分のみが平面状に形成される。   When a part of the steel pipe column main body 11 is pressed as described above, the first mold member 41 is separated (moved) from the steel pipe column main body 11 as shown in FIG. Thereby, the pressing range in which the pressing means 33 presses the outer peripheral surface of the steel pipe column main body 11 extends in the circumferential direction of the steel pipe column main body 11. Then, as shown in FIG. 4D, a part of the steel pipe column main body 11 protruding with respect to the second mold member 42 is pressed again by the pressing means 33. At this time, a part of the steel pipe column main body 11 is pressed so as to be flush with the upper surface (or lower surface) of the second mold member 42, and only the pressed portion is formed into a flat shape.

鋼管柱本体11の一部分を上記のように押圧すると、図4(e)に示すように、第2金型部材42を鋼管柱本体11から離間(移動)させる。これにより、押圧手段33が鋼管柱本体11の外周面を押圧する押圧範囲が、さらに、鋼管柱本体11の周方向に広がる。そして、図4(f)に示すように、第2固定手段32に対して突出した鋼管柱本体11の一部分を押圧手段33によって再度押圧する。この時、鋼管柱本体11の一部分は、第2固定手段32の上面(或いは下面)と同一平面となるように押圧される。そして、鋼管柱本体11の所定位置に当接部12(平面部分12a)が形成される。   When a part of the steel pipe column main body 11 is pressed as described above, the second mold member 42 is separated (moved) from the steel pipe column main body 11 as shown in FIG. Thereby, the press range which the press means 33 presses the outer peripheral surface of the steel pipe column main body 11 further spreads in the circumferential direction of the steel pipe column main body 11. Then, as shown in FIG. 4 (f), a part of the steel pipe column main body 11 protruding with respect to the second fixing means 32 is pressed again by the pressing means 33. At this time, a part of the steel pipe column main body 11 is pressed so as to be flush with the upper surface (or lower surface) of the second fixing means 32. And the contact part 12 (plane part 12a) is formed in the predetermined position of the steel pipe pillar main body 11. FIG.

以上のように、金型40を段階的に鋼管柱本体11から離間(移動)させることにより、押圧手段が鋼管柱本体11の外周面を押圧する押圧範囲が、鋼管柱本体11の周方向に徐々に(段階的に)広がる。これにより、鋼管柱本体11の外周面が押圧手段33により徐々に(段階的に)押圧されるとともに、鋼管柱本体11の外周面が均等に押圧され、略均一に平坦化された(平坦度の良好な)当接部12(平面部分12a)が形成される。   As described above, the pressing range in which the pressing means presses the outer peripheral surface of the steel pipe column main body 11 in the circumferential direction of the steel pipe column main body 11 by separating (moving) the mold 40 from the steel pipe column main body 11 stepwise. It spreads gradually (in stages). As a result, the outer peripheral surface of the steel pipe column main body 11 is gradually (stepwise) pressed by the pressing means 33, and the outer peripheral surface of the steel pipe column main body 11 is pressed evenly and flattened substantially uniformly (flatness) The contact portion 12 (planar portion 12a) is formed.

また、上記方法においては、押圧手段33によって鋼管柱本体11の外周面を押圧するのみである。即ち、押圧成形のみで当接部12(平面部分12a)を形成する。そのため、容易に鋼管柱本体11に当接部12(平面部分12a)を形成することができる(加熱工程及び冷却工程が不要となるため、鋼管柱10の製造方法自体が簡略化される)。   Moreover, in the said method, the outer peripheral surface of the steel pipe column main body 11 is only pressed by the press means 33. FIG. That is, the contact part 12 (plane part 12a) is formed only by press molding. Therefore, the contact part 12 (plane part 12a) can be easily formed in the steel pipe column main body 11 (since the heating process and the cooling process are not required, the manufacturing method itself of the steel pipe column 10 is simplified).

なお、上記方法は、当接部12(平面部分12a)を鋼管柱本体11の二方に形成する方法である。そのため、残り二方の当接部12(平面部分12a)を形成するためには、図4(f)において、第2固定手段32による固定を一度解除し、鋼管柱本体11を90度回転させた後、図4(a)から(f)の操作を再度行うことにより形成する。   In addition, the said method is a method of forming the contact part 12 (plane part 12a) in the two directions of the steel pipe column main body 11. FIG. Therefore, in order to form the remaining two contact portions 12 (plane portion 12a), in FIG. 4 (f), the fixing by the second fixing means 32 is once released, and the steel pipe column main body 11 is rotated by 90 degrees. After that, the operation of FIGS. 4A to 4F is performed again.

また、上記方法は、当接部12(平面部分12a)を鋼管柱本体11の二方に同時に形成するものであるが、これに限定されるものではなく、鋼管柱本体11の一方のみに当接部12(平面部分12a)を形成する構成、或いは鋼管柱本体11の四方に同時に当接部12(平面部分12a)を形成する構成としても構わない。   In the above method, the abutting portion 12 (planar portion 12a) is formed simultaneously on both sides of the steel pipe column main body 11. However, the method is not limited to this, and only one of the steel pipe column main bodies 11 is applied. It is good also as a structure which forms the contact part 12 (plane part 12a), or the structure which forms the contact part 12 (plane part 12a) simultaneously in the four directions of the steel pipe column main body 11. FIG.

さらに、上記方法においては、金型40を金型部材41・42の2つの金型部材で構成しているが、これに限定されるものではなく、3つ以上の金型部材で構成しても構わない。   Furthermore, in the above method, the mold 40 is configured by two mold members 41 and 42, but is not limited to this, and is configured by three or more mold members. It doesn't matter.

さらにまた、上記方法においては、金型40を段階的に移動させることにより、押圧手段33が鋼管柱本体11の外周面を押圧する押圧範囲を徐々に広げているが、これに限定されるものではなく、金型40の移動を、押圧手段33の押圧する速度に合わせて無段階に(連続的に)行っても構わない。   Furthermore, in the above method, the pressing means 33 gradually expands the pressing range in which the pressing means 33 presses the outer peripheral surface of the steel pipe column main body 11 by moving the mold 40 stepwise, but the method is limited to this. Instead, the mold 40 may be moved steplessly (continuously) in accordance with the pressing speed of the pressing means 33.

次に、鋼管柱10の製造方法における別実施例(第2実施例)について、図5を用いて説明する。   Next, another embodiment (second embodiment) in the method for manufacturing the steel pipe column 10 will be described with reference to FIG.

別実施例においては、上記第1実施例と同様に、鋼管柱10における鋼管柱本体11の両端部を第1固定手段31・31(図2参照)により定位置で固定し、鋼管柱本体11において当接部12(平面部分12a)を形成する部分を押圧手段50により鋼管柱本体11の上下方向から押圧する。   In another embodiment, as in the first embodiment, both ends of the steel pipe column main body 11 in the steel pipe column 10 are fixed in place by the first fixing means 31 and 31 (see FIG. 2), and the steel pipe column main body 11 is fixed. , The portion forming the contact portion 12 (planar portion 12a) is pressed by the pressing means 50 from the vertical direction of the steel pipe column body 11.

ここで、押圧手段50は、鋼管柱本体11を上下方向から挟持するように一対の押圧部材により構成される。また、押圧手段50は、複数種(図5においては3種)の押圧部材51・52・53により構成される。押圧部材51・52・53は、その鋼管柱本体11の外周面を押圧する面51a・52a・53aの形状がそれぞれ異なる。具体的には、面51a・52a・53aにおける平面部分の面積がそれぞれ異なる。第1押圧部材51の面51aにおける平面部分の面積が最も狭く、第3押圧部材53の面53aにおける平面部分の面積が最も広い。即ち、鋼管柱本体11の外周面を押圧する平面部分の面積が、第1押圧部材51が最も狭く、第3押圧部材53が最も広い。   Here, the pressing means 50 is comprised by a pair of pressing member so that the steel pipe column main body 11 may be clamped from an up-down direction. Moreover, the pressing means 50 is comprised by multiple types (3 types in FIG. 5) pressing member 51 * 52 * 53. The pressing members 51, 52, and 53 have different shapes of the surfaces 51a, 52a, and 53a that press the outer peripheral surface of the steel pipe column main body 11, respectively. Specifically, the areas of the planar portions of the surfaces 51a, 52a, and 53a are different. The area of the plane portion on the surface 51a of the first pressing member 51 is the smallest, and the area of the plane portion on the surface 53a of the third pressing member 53 is the largest. That is, the area of the flat surface portion that presses the outer peripheral surface of the steel pipe column main body 11 is narrowest in the first pressing member 51 and widest in the third pressing member 53.

別実施例においては、押圧手段50における押圧部材の構成を押圧部材51・52・53のそれぞれに変更する。即ち、押圧手段50において鋼管柱本体11の外周面を押圧する面51a・52a・53aの形状を変更する。これにより、押圧手段50により鋼管柱本体11の外周面を押圧する範囲が、鋼管柱本体11の周方向に徐々に広げる。具体的には、以下のように行う。   In another embodiment, the configuration of the pressing member in the pressing means 50 is changed to each of the pressing members 51, 52, and 53. That is, the shape of the surfaces 51 a, 52 a, and 53 a that press the outer peripheral surface of the steel pipe column main body 11 in the pressing means 50 is changed. Thereby, the range which presses the outer peripheral surface of the steel pipe column main body 11 by the press means 50 gradually spreads in the circumferential direction of the steel pipe column main body 11. Specifically, this is performed as follows.

図5(a)に示すように、第1固定手段31(図2参照)により定位置で固定した鋼管柱本体11の上方及び下方に、一対の第1押圧部材51を配置し、上下方向から鋼管柱本体11を押圧する。この時、図5(b)に示すように、鋼管柱本体11は、第1押圧部材51の面51aにおける平面部分と当接する部分のみが押圧され、押圧された部分のみが平面状に形成される。また、鋼管柱本体11は、第1押圧部材51の面51aにおける湾曲部分において充分に固定されるため、第1押圧部材51の面51aにおける平面部分と当接する部分が均一に押圧される。   As shown to Fig.5 (a), a pair of 1st press member 51 is arrange | positioned above and below the steel pipe column main body 11 fixed in the fixed position by the 1st fixing means 31 (refer FIG. 2), and it is from an up-down direction. The steel pipe column main body 11 is pressed. At this time, as shown in FIG. 5 (b), the steel pipe column main body 11 is pressed only in the portion that contacts the flat portion of the surface 51 a of the first pressing member 51, and only the pressed portion is formed in a flat shape. The Moreover, since the steel pipe column main body 11 is sufficiently fixed at the curved portion of the surface 51 a of the first pressing member 51, the portion in contact with the flat portion of the surface 51 a of the first pressing member 51 is uniformly pressed.

第1押圧部材51による押圧が完了すると、図5(c)に示すように、押圧部材の構成を第2押圧部材52に変更し、第2押圧部材52により鋼管柱本体11を押圧する。この時、図5(d)に示すように、鋼管柱本体11は、第2押圧部材52の面52aと当接する部分のみが押圧され、押圧された部分のみが平面状に形成される。ここで、第2押圧部材52の面52aは第1押圧部材51の面51aより平面部分の面積が大きいため、第1押圧部材51による押圧と比べて鋼管柱本体11に形成される平面部分の面積は大きくなる。   When the pressing by the first pressing member 51 is completed, as shown in FIG. 5C, the configuration of the pressing member is changed to the second pressing member 52, and the steel pipe column body 11 is pressed by the second pressing member 52. At this time, as shown in FIG.5 (d), as for the steel pipe column main body 11, only the part contact | abutted with the surface 52a of the 2nd press member 52 is pressed, and only the pressed part is formed in planar shape. Here, since the area of the plane portion of the surface 52a of the second pressing member 52 is larger than that of the surface 51a of the first pressing member 51, the plane portion formed in the steel pipe column main body 11 as compared with the pressing by the first pressing member 51. The area increases.

第2押圧部材52による押圧が完了すると、図5(e)に示すように、押圧部材の構成を第3押圧部材53に変更し、第3押圧部材53により鋼管柱本体11を押圧する。この時、図5(f)に示すように、鋼管柱本体11は、第3押圧部材53の面53aと当接する部分のみが押圧され、押圧された部分のみが平面状に形成される。ここで、第3押圧部材53の面53aは第2押圧部材52の面52aより平面部分の面積が大きいため、第2押圧部材52による押圧と比べて鋼管柱本体11に形成される平面部分の面積は大きくなる。第3押圧部材53による押圧が完了することにより、鋼管柱本体11の所定位置に当接部12(平面部分12a)が形成される。   When the pressing by the second pressing member 52 is completed, the configuration of the pressing member is changed to the third pressing member 53 as shown in FIG. 5E, and the steel pipe column body 11 is pressed by the third pressing member 53. At this time, as shown in FIG.5 (f), only the part which contact | abuts the surface 53a of the 3rd press member 53 is pressed, and only the pressed part is formed in planar shape. Here, since the area of the plane portion of the surface 53a of the third pressing member 53 is larger than that of the surface 52a of the second pressing member 52, the plane portion formed in the steel pipe column main body 11 is compared with the pressing by the second pressing member 52. The area increases. When the pressing by the third pressing member 53 is completed, the contact portion 12 (plane portion 12a) is formed at a predetermined position of the steel pipe column main body 11.

以上のように、押圧手段50において鋼管柱本体11の外周面を押圧する面の形状(平面部分の面積)を変更することにより、押圧手段50が鋼管柱本体11の外周面を押圧する押圧範囲が、鋼管柱本体11の周方向に徐々に(段階的に)広がる。これにより、鋼管柱本体11の外周面が押圧手段50により徐々に(段階的に)押圧されるとともに、鋼管柱本体11の外周面が均等に押圧され、略均一に平坦化された(平坦度の良好な)当接部12(平面部分12a)が形成される。   As described above, the pressing range in which the pressing unit 50 presses the outer peripheral surface of the steel pipe column main body 11 by changing the shape of the surface that presses the outer peripheral surface of the steel pipe column main body 11 in the pressing unit 50 (area of the plane portion). However, it spreads gradually (in steps) in the circumferential direction of the steel pipe column main body 11. As a result, the outer peripheral surface of the steel pipe column main body 11 is gradually (stepwise) pressed by the pressing means 50, and the outer peripheral surface of the steel pipe column main body 11 is pressed uniformly and flattened (flatness). The contact portion 12 (planar portion 12a) is formed.

なお、上記方法は、当接部12(平面部分12a)を鋼管柱本体11の二方に形成する方法である。そのため、残り二方の当接部12(平面部分12a)を形成するためには、図5(f)において鋼管柱本体11を90度回転させた後、図5(a)から(f)の操作を再度行うことにより形成する。   In addition, the said method is a method of forming the contact part 12 (plane part 12a) in the two directions of the steel pipe column main body 11. FIG. Therefore, in order to form the remaining two contact portions 12 (plane portion 12a), the steel pipe column main body 11 is rotated by 90 degrees in FIG. 5 (f), and then from FIG. 5 (a) to (f). It is formed by performing the operation again.

また、上記方法は、当接部12(平面部分12a)を鋼管柱本体11の二方に同時に形成するものであるが、これに限定されるものではなく、鋼管柱本体11の一方のみに当接部12(平面部分12a)を形成する構成、或いは鋼管柱本体11の四方に同時に当接部12(平面部分12a)を形成する構成としても構わない。   In the above method, the abutting portion 12 (planar portion 12a) is formed simultaneously on both sides of the steel pipe column main body 11. However, the method is not limited to this, and only one of the steel pipe column main bodies 11 is applied. It is good also as a structure which forms the contact part 12 (plane part 12a), or the structure which forms the contact part 12 (plane part 12a) simultaneously in the four directions of the steel pipe column main body 11. FIG.

さらに、上記方法においては、押圧部材を3種類(押圧部材51・52・53)で構成しているが、これに限定されるものではなく、4種類以上の押圧部材で構成しても構わない。   Furthermore, in the said method, although the press member is comprised with three types (press member 51 * 52 * 53), it is not limited to this, You may comprise with four or more types of press members. .

10 鋼管柱
11 鋼管柱本体(鋼管)
12 当接部
20 梁
33、50 押圧手段
40 金型(押圧調整手段)
10 Steel pipe pillar 11 Steel pipe pillar body (steel pipe)
12 Contact part 20 Beam 33, 50 Pressing means 40 Mold (Pressing adjusting means)

Claims (4)

円筒状の鋼管で構成される鋼管柱であって、
前記円筒状の鋼管の長手方向、且つ前記円筒状の鋼管の円周方向の少なくとも一方向に、梁の端部を当接させるための当接部を押圧成形によって形成し、
前記当接部は、前記円筒状の鋼管と同程度の板厚を保持しながら平面状に形成されること
を特徴とする鋼管柱。
A steel pipe column composed of a cylindrical steel pipe,
Forming a contact portion for pressing the end of the beam in the longitudinal direction of the cylindrical steel pipe and at least one circumferential direction of the cylindrical steel pipe by pressing,
The steel pipe column is characterized in that the abutting portion is formed in a flat shape while maintaining a plate thickness comparable to that of the cylindrical steel pipe.
請求項1に記載の鋼管柱を製造する製造方法であって、
前記円筒状の鋼管の外周面における押圧範囲を前記円筒状の鋼管の周方向に徐々に広げながら、前記円筒状の鋼管の外周面を押圧することにより前記当接部を形成すること
を特徴とする鋼管柱の製造方法。
A manufacturing method for manufacturing the steel pipe column according to claim 1,
The contact portion is formed by pressing the outer peripheral surface of the cylindrical steel pipe while gradually expanding the pressing range on the outer peripheral surface of the cylindrical steel pipe in the circumferential direction of the cylindrical steel pipe. A method of manufacturing a steel pipe column.
前記円筒状の鋼管の外周面を押圧する押圧手段と、
前記押圧手段が押圧する範囲を調整する押圧調整手段と、
を前記円筒状の鋼管において前記当接部を形成する部分に配置し、
前記押圧手段が押圧する範囲を前記押圧調整手段によって徐々に広げることにより前記当接部を形成すること
を特徴とする請求項2に記載の鋼管柱の製造方法。
Pressing means for pressing the outer peripheral surface of the cylindrical steel pipe;
A pressure adjusting means for adjusting a range pressed by the pressing means;
In the cylindrical steel pipe in the portion that forms the contact portion,
The method of manufacturing a steel pipe column according to claim 2, wherein the contact portion is formed by gradually expanding a range pressed by the pressing means by the pressing adjusting means.
前記円筒状の鋼管の外周面を押圧する押圧手段を前記円筒状の鋼管において前記当接部を形成する部分に配置し、
前記押圧手段は、前記円筒状の鋼管の外周面を押圧する面の形状を変更可能に構成され、
前記押圧手段の面の形状を変更させながら前記押圧手段が押圧する範囲を徐々に広げることにより前記当接部を形成すること
を特徴とする請求項2に記載の鋼管柱の製造方法。
A pressing means for pressing the outer peripheral surface of the cylindrical steel pipe is disposed in a portion where the contact portion is formed in the cylindrical steel pipe,
The pressing means is configured to be able to change the shape of the surface that presses the outer peripheral surface of the cylindrical steel pipe,
The method of manufacturing a steel pipe column according to claim 2, wherein the contact portion is formed by gradually expanding a range pressed by the pressing means while changing the shape of the surface of the pressing means.
JP2014158291A 2014-08-04 2014-08-04 Steel pipe column and manufacturing method thereof Active JP6341792B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60206545A (en) * 1984-03-30 1985-10-18 Kubota Ltd Manufacture of pillar material
US4577449A (en) * 1983-11-16 1986-03-25 Aldo Celli Prefabricated structural connector for steel-frame buildings

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4577449A (en) * 1983-11-16 1986-03-25 Aldo Celli Prefabricated structural connector for steel-frame buildings
JPS60206545A (en) * 1984-03-30 1985-10-18 Kubota Ltd Manufacture of pillar material

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