JP3881354B2 - Bonding structure of square steel pipe column - Google Patents

Bonding structure of square steel pipe column Download PDF

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JP3881354B2
JP3881354B2 JP2004240508A JP2004240508A JP3881354B2 JP 3881354 B2 JP3881354 B2 JP 3881354B2 JP 2004240508 A JP2004240508 A JP 2004240508A JP 2004240508 A JP2004240508 A JP 2004240508A JP 3881354 B2 JP3881354 B2 JP 3881354B2
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end plate
steel pipe
joint
joining
hollow
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JP2004316426A (en
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信夫 菊地
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Daiwa House Industry Co Ltd
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Description

この発明は、鉄骨造建物等における角形鋼管柱の接合構造に関する。 The present invention relates to a joint structure of RHS Column in Steel Building like.

従来、角形鋼管柱の上下相互を剛接合する場合は、上下の鋼管柱の端部同士を現場で溶接により接合していた。
しかし、このように現場で上下の鋼管柱相互を溶接するのでは、作業環境が悪く天候に左右されるばかりか、接合の精度も溶接作業者の技能に依存する度合いが高くて品質が不安定となり、溶接後の品質検査に労力をかけるなど多大の問題点がある。
Conventionally, when the upper and lower sides of the rectangular steel pipe columns are rigidly joined, the ends of the upper and lower steel pipe columns are joined together by welding on site.
However, welding the upper and lower steel pipe columns to each other in this way is not only bad in the working environment but also affected by the weather, and the accuracy of joining is highly dependent on the skill of the welding operator and the quality is unstable. Therefore, there are many problems such as putting effort into quality inspection after welding.

そこで、図3に示すように、接合金物を介して上下の角形鋼管柱50,51の相互を剛接合する接合構造が提案されている。
すなわち、この接合構造では、プレート53上に4枚の立片54を角筒状に並べて溶接してなる接合金物52を下側角形鋼管柱51の上端に溶接し、上側角形鋼管柱50の下端を前記接合金物52に外嵌させ、ボルト挿通孔50a,54aにわたって挿通した高力ボルト55を、立片54の裏面の溶接ナット56に締め込むことにより接合する。
Therefore, as shown in FIG. 3 , a joint structure has been proposed in which the upper and lower rectangular steel pipe columns 50 and 51 are rigidly joined to each other via a joint hardware.
That is, in this joint structure, a joint metal 52 formed by welding four vertical pieces 54 arranged in a square tube shape on the plate 53 is welded to the upper end of the lower square steel pipe column 51, and the lower end of the upper square steel pipe column 50. Are fastened to the joint hardware 52, and the high-strength bolt 55 inserted through the bolt insertion holes 50a and 54a is fastened to the welding nut 56 on the back surface of the upright piece 54 to be joined.

しかし、前記構成では、プレート53が鋼管柱50の外周に突出し、またこのプレート53の突出を無くしたとしても、高力ボルト55の頭部が鋼管柱50の外側に突出するため、施工上や仕上げの納まり上において邪魔になるという問題点がある。
なお、立片54を設ける代わりに、上下の鋼管柱の間に接合金物を設け、接合金物を細いものとすれば、ボルト頭の突出を防止することができるが、接合部の剛性が低下する。
However, in the said structure, since the plate 53 protrudes on the outer periphery of the steel pipe column 50, and the protrusion of the plate 53 is eliminated, the head of the high strength bolt 55 protrudes to the outside of the steel pipe column 50. There is a problem that it gets in the way of finishing.
In addition, if a joining metal object is provided between the upper and lower steel pipe columns instead of providing the standing piece 54 and the joining metal object is made thin, it is possible to prevent the bolt head from protruding, but the rigidity of the joining part is reduced. .

この発明は、このような課題を解消し、接合ボルトが鋼管柱の外側に突出することがなくて、柱周りの納まりが良く、接合部の剛性が確保でき、また現場での接合作業を無溶接でボルト接合により行える角形鋼管柱の接合構造を提供することを目的とする。 The present invention eliminates such problems, the joint bolt does not protrude to the outside of the steel pipe column, and the fit around the column is good, the rigidity of the joint can be secured, and no on-site joining work is required. and to provide a junction structure of RHS column capable of performing a bolt by welding.

この発明の角形鋼管柱の接合構造は、上下の角形鋼管柱の端面に鋳鋼製の上側接合金物および下側接合金物を溶接したものであり、これら上下の接合金物には、互いに重ねられる端板部を各々設ける。また、上下の接合金物にはボルト締め作業用の開口を有する4個の中空部を四隅に各々設ける。これら中空部の間の仕切り壁は金物中心部が薄く、外面側へ次第に曲線状に厚くなって外面部が厚肉となる断面形状とされ、前記各中空部は開口の幅に比べて開口と最奥部間の中間部分の幅が広がった形状であり、上下の接合金物を、前記各中空部内に各々配置されて前記端板部を貫通する4本のボルトで接合する。
この構成によれば、上下の角形鋼管柱に溶接された上下の接合金物の端板部同士を重ね、各接合金物の4個の中空部内にそのボルト締め作業用開口から手や工具を差し込んでボルト接合することにより、現場での溶接を必要とせずに施工性良く接合できる。各ボルトは接合金物の中空部内に配置されるため、ボルト頭等が角形鋼管柱の外側に突出することがなく、周辺部材の配置や意匠上の納まりが良い。各接合金物は鋳鋼製であり、また前記中空部の間の仕切り壁は外面部が厚肉となった断面形状としたため、前記のような中空部を設けながら、曲げ等に対する剛性も確保される。
前記構成において、上下いずれかの一方の接合金物に代えて、他方の接合金物に重なる端板部を有しその端板部のボルト締め箇所が厚肉となった鋳鋼製の接合金物を用いても良い。前記端板部の厚肉部分にはねじ孔を形成する。これら上下の接合金物は、前記他方の接合金物の端板部のボルト挿通孔から接合ボルトを挿通し、前記ねじ孔にねじ込んで接合する。
このように構成した場合も、上下いずれかの接合金物の中空部に手や工具を差し込むことによりボルト接合作業を行うことができる。また、前記他方の接合金物は外面に開口する部分が無いため、鋳鋼製とすることと相まって剛性の確保が容易である。
The joining structure of the rectangular steel pipe columns of the present invention is such that the upper and lower joining hardware made of cast steel are welded to the end faces of the upper and lower rectangular steel pipe pillars, and the upper and lower joining hardware are end plates stacked on each other. Each part is provided. Further, the upper and lower joining hardware are provided with four hollow portions having openings for bolting work at the four corners, respectively. Partition wall between the hollow portions hardware center portion rather thin, is a cross-sectional shape in which the outer surface portion becomes thicker and thicker gradually curved to the outer surface, wherein the hollow section than the width of the opening The width of the middle part between the opening and the innermost part is widened, and the upper and lower joining hardware are joined with four bolts that are respectively arranged in the hollow parts and penetrate the end plate part.
According to this structure, the end plate parts of the upper and lower joint metal parts welded to the upper and lower rectangular steel pipe columns are overlapped, and a hand or a tool is inserted into the four hollow parts of each joint metal part from the bolting opening. By bolting, it is possible to join with good workability without requiring on-site welding. Since each bolt is arranged in the hollow part of the joint hardware, the bolt head or the like does not protrude outside the square steel pipe column, and the arrangement of the peripheral members and the design fit are good. Each joint metal is made of cast steel, and the partition wall between the hollow parts has a cross-sectional shape with a thick outer surface part, so that rigidity against bending or the like is secured while providing the hollow part as described above. .
In the above-described configuration, instead of one of the upper and lower joining hardware, using a cast steel joining hardware having an end plate portion that overlaps the other joining hardware and having a thickened bolted portion of the end plate portion. Also good. A screw hole is formed in the thick portion of the end plate portion. These upper and lower joining hardware are joined by inserting a joining bolt through a bolt insertion hole in an end plate portion of the other joining hardware and screwing into the screw hole.
Even in such a configuration, the bolt joining operation can be performed by inserting a hand or a tool into the hollow portion of either the upper or lower joining hardware. In addition, since the other joint hardware does not have an opening on the outer surface, it is easy to ensure rigidity in combination with the cast metal.

この発明の角形鋼管柱の接合構造は、上下の角形鋼管柱の端面に上側接合金物および下側接合金物を溶接し、これら上下の接合金物には互いに重ねられる端板部を各々設け、かつ上下の接合金物はボルト締め作業用の開口を有する4個の中空部を四隅に各々設け、上下の接合金物を、前記各中空部内に各々配置されて前記端板部を貫通する4本のボルトで接合する構成としたため、ボルト頭等が角形鋼管柱の外部に突出せず、柱周りの施工上や意匠上の納まりが良い。また、現場溶接が不要で、現場ではボルト接合作業だけで済み、施工性が良い。しかも各接合金物が鋳鋼性であり、かつ前記中空部の間の仕切り壁が、金物中心部が薄く、外面側へ次第に曲線状に厚くなって外面部が厚肉となる断面形状とされ、前記各中空部は開口の幅に比べて開口と最奥部間の中間部分の幅が広がった形状であるため、剛性の確保が容易である。
前記構成において、上下いずれか一方の接合金物に代えて、他方の接合金物に重なる端板部を有しその端板部のボルト締め箇所が厚肉となった鋳鋼製の接合金物を用い、前記端板部の厚肉部分にねじ孔を形成し、他方の接合金物の端板部のボルト挿通孔から挿通された接合ボルトを前記ねじ孔にねじ込んで上下の接合金物を接合した場合は、前記一方の接合金物に代わる接合金物を閉鎖断面とすることができて、剛性の確保が一層容易となる。また、その端板部の厚肉部分にねじ孔を形成するため、接合ボルトに両ねじボルトを使用すること等により、締め付け軸力の一定化等の施工管理が行い易くなる。
In the joining structure of the rectangular steel pipe columns of the present invention, the upper and lower joining hardware are welded to the end surfaces of the upper and lower rectangular steel pipe pillars, and the upper and lower joining hardware are provided with end plate portions that are overlapped with each other, and The joint hardware is provided with four hollow portions having openings for bolting operation at the four corners, and the upper and lower joint hardware are respectively disposed in the hollow portions and are provided with four bolts penetrating the end plate portions. Since it is configured to be joined, the bolt head or the like does not protrude to the outside of the square steel pipe column, and the construction and design around the column are good. Also, on-site welding is not required, and only bolt joining work is required on site, so that workability is good. Moreover a respective joint fittings are cast steel resistance, and a partition wall between the hollow portion, hardware central portion rather thin, outer surface portion thicker gradually curved to the outer surface side is a cross-sectional shape which is thick , each hollow section is easy because the than the width of the opening is a shape in which the width is widened intermediate portion between the opening and the deepest portion, to secure the rigidity.
In the above-described configuration, instead of either one of the upper and lower joint hardware, using a cast steel joint hardware having an end plate portion that overlaps the other joint hardware and having a bolted portion of the end plate portion thickened, When the screw hole is formed in the thick part of the end plate part, and the upper and lower joint metal parts are joined by screwing the joint bolt inserted from the bolt insertion hole of the end plate part of the other joint metal part into the screw hole, A joint metal in place of one of the metal joints can have a closed cross section, and it is easier to ensure rigidity. Further, since the screw hole is formed in the thick part of the end plate portion, the use of both screw bolts as the joining bolt makes it easy to perform construction management such as fixing the tightening axial force.

この発明の一実施形態を図1と共に説明する。この実施形態では、上下の角形鋼管柱1,2の端面に各々上側接合金物10および下側接合金物11を溶接し、前記両接合金物10,11にそれぞれ設けた端板部12,13を重ね、この両端板部12,13を高力ボルト等のボルト14で接合している。 An embodiment of the present invention will be described with reference to FIG. In this embodiment, the upper joint metal 10 and the lower joint metal 11 are welded to the end surfaces of the upper and lower rectangular steel pipe columns 1 and 2, respectively, and the end plate portions 12 and 13 provided on the both joint metal 10 and 11 are overlapped. The both end plate portions 12 and 13 are joined by bolts 14 such as high strength bolts.

上下の接合金物10,11は鋳鋼製であって、ボルト締め作業用の開口15aを有する4つの中空部15が四隅に各々設けられる。これら各中空部15は、断面概形が十字状の仕切り壁16で仕切られる。仕切り壁16の断面形状は、図1(B)に水平断面図で示すように金物中心部が薄く、外面側へ次第に2次曲線状に厚くなる形状とされている。前記上下の端板部12,13の前記4つの中空部15に対応する部分には前記ボルト14を挿通させるボルト挿通孔(図示せず)が設けられる。このボルト挿通孔にボルト14を挿通させ、上下の端板部12,13を締めつけることにより、上下の角形鋼管柱1,2の相互が接合される。 The upper and lower joining hardware 10 and 11 are made of cast steel, and four hollow portions 15 having openings 15a for bolting work are provided at four corners, respectively. Each of these hollow portions 15 is partitioned by a partition wall 16 having a cross-sectional outline. Sectional shape of the partition wall 16, thin hardware center as shown by the horizontal sectional view in Fig. 1 (B), there is a thickened shape gradually quadratic curve shape to the outer surface side. Bolt insertion holes (not shown) through which the bolts 14 are inserted are provided in portions of the upper and lower end plate portions 12 and 13 corresponding to the four hollow portions 15. The bolts 14 are inserted into the bolt insertion holes and the upper and lower end plate portions 12 and 13 are tightened to join the upper and lower rectangular steel pipe columns 1 and 2 together.

この構成の場合、上下の角形鋼管柱1,2の端面への各接合金物10,11の溶接を工場で予め行っておくことにより、現場では両接合金物10,11の端板部12,13同士を重ねてボルト締めする作業だけで、容易に角形鋼管柱1,2の相互を堅固に接合することができる。また、そのボルト接合作業は、接合金物10,11の開口15aから中空部15内に手を差し込むことにより容易に行うことができ、ボルト14も両接合金物10,11の中空部15内に納まるので、施工上や仕上げの納まり上において邪魔にならない。 If this configuration, by previously performing beforehand the welding of each joint fittings 10 and 11 to the end face of the RHS Column 1 and 2 above under factory, in the field end plate 12 of the joining fittings 10, 11 , 13 can be easily firmly joined to each other by simply tightening the bolts 13 and bolting each other. Moreover, the bolt joining operation can be easily performed by inserting a hand into the hollow portion 15 from the opening 15a of the joint hardware 10 and 11, and the bolt 14 is also accommodated in the hollow portion 15 of the joint hardware 10 and 11. So it will not get in the way of construction and finishing.

図2に示す実施形態は、図1の実施形態の接合構造において、下側接合金物11の代わりに箱状の接合金物11Aを用いたものである。この接合金物11Aは、上側接合金物10に重なる端板部13Aのボルト締め箇所が厚肉となった鋳鋼製のものであり、端板部13Aの厚肉部分にはねじ孔17が形成される。このねじ孔17に整合する上側接合金物10のボルト挿通孔18からボルト14を挿通させ、そのボルト14を前記ねじ孔17にねじ込むことにより、上下の端板部12,13Aが接合される。これにより、上下の角形鋼管柱1,2の相互が接合される。なお、上側接合金物10と下側接合金物11Aとは互いに上下を入れ換えて用いても良い。 The embodiment shown in FIG. 2 uses a box-shaped joint metal 11 </ b > A instead of the lower joint metal 11 in the joint structure of the embodiment of FIG. 1 . This metal joint 11A is made of cast steel in which the bolted portion of the end plate 13A that overlaps the upper metal joint 10 is thick, and a screw hole 17 is formed in the thick part of the end plate 13A. . The bolts 14 are inserted from the bolt insertion holes 18 of the upper metal fitting 10 aligned with the screw holes 17, and the bolts 14 are screwed into the screw holes 17, thereby joining the upper and lower end plate portions 12 and 13 </ b> A. Thereby, the upper and lower rectangular steel pipe columns 1 and 2 are joined to each other. It should be noted that the upper joint metal 10 and the lower joint metal 11A may be used interchangeably.

(A)はこの発明の第1の実施形態にかかる角形鋼管柱の接合構造を示す斜視図、(B)は同水平断面図である。(A) is a perspective view which shows the joining structure of the square steel pipe pillar concerning 1st Embodiment of this invention, (B) is the horizontal sectional drawing. (A)はこの発明の他の実施形態にかかる角形鋼管柱の接合構造を示す斜視図、(B)はその部分破断正面図、(C)は同水平断面図、(D)は同図(B)のD−D線矢視図、(E)は同図(B)のE−E線断面図である。(A) is a perspective view which shows the joining structure of the square steel pipe pillar concerning other embodiment of this invention, (B) is the partially broken front view, (C) is the horizontal sectional view, (D) is the figure ( B) DD line arrow directional view, (E) is the EE sectional view taken on the line (B). 従来例を示す分解斜視図である。It is a disassembled perspective view which shows a prior art example.

符号の説明Explanation of symbols

1…上側角形鋼管柱
2…下側角形鋼管柱
10…上側接合金物
11…下側接合金物
12,13…端板部
14…ボルト
15…中空部
15a…開口
16,16A…仕切り壁
17…ねじ孔
18…ボルト挿通孔
DESCRIPTION OF SYMBOLS 1 ... Upper square steel pipe pillar 2 ... Lower square steel pipe pillar 10 ... Upper joint metal fitting 11 ... Lower joint metal fitting 12, 13 ... End plate part 14 ... Bolt 15 ... Hollow part 15a ... Opening 16, 16A ... Partition wall 17 ... Screw Hole 18 ... Bolt insertion hole

Claims (2)

上下の角形鋼管柱の端面に鋳鋼製の上側接合金物および下側接合金物を溶接し、これら上下の接合金物は、互いに重ねられる端板部を各々有し、かつ上下の接合金物はボルト締め作業用の開口が設けられた4個の中空部を四隅に各々有し、これら中空部の間の仕切り壁は金物中心部が薄く、外面側へ次第に曲線状に厚くなって外面部が厚肉となる断面形状とされ、前記各中空部は開口の幅に比べて開口と最奥部間の中間部分の幅が広がった形状であり、上下の接合金物を、前記各中空部内に各々配置されて前記端板部を貫通する4本のボルトで接合した角形鋼管柱の接合構造。 The upper and lower joint hardwares made of cast steel are welded to the end faces of the upper and lower rectangular steel pipe columns, and the upper and lower joint hardwares each have end plate portions that overlap each other, and the upper and lower joint hardwares are bolted. each have four hollow portion with an opening at the use in the four corners, the partition wall between the hollow portions hardware center portion rather thin, thick outer surface portion thicker gradually curved to the outer side wall Each hollow part has a shape in which the width of the intermediate part between the opening and the innermost part is wider than the width of the opening, and upper and lower joining hardware are respectively disposed in the respective hollow parts. And a joined structure of square steel pipe columns joined by four bolts penetrating the end plate portion. 請求項1記載の角形鋼管柱の接合構造において、上下いずれか一方の接合金物に代えて、他方の接合金物に重なる端板部を有しかつその端板部のボルト締め箇所が厚肉となった鋳鋼製の接合金物を用い、前記端板部の厚肉部分にねじ孔を形成し、他方の接合金物の端板部のボルト挿通孔から挿通された接合ボルトを前記ねじ孔にねじ込んで上下の接合金物を接合した角形鋼管柱の接合構造。   In the joining structure of the square steel pipe column of Claim 1, it has an end plate part which overlaps with the other joining metal fitting instead of either upper and lower joining metal fittings, and the bolting location of the end plate part becomes thick. Using a cast steel joint metal, a screw hole is formed in the thick part of the end plate part, and a joint bolt inserted from the bolt insertion hole of the end plate part of the other joint metal part is screwed into the screw hole and Bonding structure of square steel pipe columns with bonded metal fittings.
JP2004240508A 2004-08-20 2004-08-20 Bonding structure of square steel pipe column Expired - Fee Related JP3881354B2 (en)

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JP3140596A Division JPH09195385A (en) 1996-01-24 1996-01-24 Joining structure of square steel pipe post and joining hardware

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JP2004316426A JP2004316426A (en) 2004-11-11
JP3881354B2 true JP3881354B2 (en) 2007-02-14

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CN110080392A (en) * 2019-05-06 2019-08-02 重庆大学 A kind of detachable steel pipe concrete column-steel beam-floor assembly
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