JPH0781314B2 - Joint structure of upper and lower steel columns - Google Patents
Joint structure of upper and lower steel columnsInfo
- Publication number
- JPH0781314B2 JPH0781314B2 JP61310363A JP31036386A JPH0781314B2 JP H0781314 B2 JPH0781314 B2 JP H0781314B2 JP 61310363 A JP61310363 A JP 61310363A JP 31036386 A JP31036386 A JP 31036386A JP H0781314 B2 JPH0781314 B2 JP H0781314B2
- Authority
- JP
- Japan
- Prior art keywords
- lower steel
- columns
- joint
- joined
- joining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
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- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、同一の閉鎖形断面を有する筒状の上下鉄骨
柱のみをこの上下鉄骨柱間に取り付けられる接合筒体
と、この接合筒体を前記上下鉄骨柱の一方にボルト止め
する複数本の高力ボルトとを備えて接合する上下柱の接
合構造に関する。Description: TECHNICAL FIELD The present invention relates to a joining cylinder body in which only cylindrical upper and lower steel frame columns having the same closed cross section are attached between the upper and lower steel frame columns, and the joining cylinder body. And a plurality of high-strength bolts that are bolted to one of the upper and lower steel frame columns to join the upper and lower columns.
角形鋼管等の閉鎖形断面の上下鉄骨柱を接合する方法に
関する発明については、従来より種々開発され、出願さ
れている。Various inventions relating to a method of joining upper and lower steel columns having a closed cross section such as a rectangular steel pipe have been developed and applied for conventionally.
当出願人も、これまでこの種の発明を種々開発し出願も
しているが、それらは梁と交差する部分において、上下
柱間に接合金物を介在し、上下柱と接合金物とを溶接や
高力ボルトで接合するものであった(例えば、実開昭61
−185805号公報、61−73746号公報記載の考案参照)。The applicant of the present invention has also developed and applied various inventions of this kind up to now, but they have a metal joint between the upper and lower columns at the portion intersecting the beam, and the upper and lower columns and the metal joint are welded or raised. They were joined by force bolts (for example, Shokai 61).
-185805 and 61-73746).
しかし、これらの技術は、建物の例えば2階と3階との
途中において、上下鉄骨柱を接合する場合には、そのま
ま適用することができないという課題があった。このよ
うな鉄骨柱の途中接合においては、柱に加わる横方向の
応力や、壁下地に対する影響等に考慮が必要であること
が明らかになった。However, these techniques have a problem that they cannot be applied as they are when joining upper and lower steel columns in the middle of the second floor and the third floor of a building, for example. It was clarified that in the midway joining of such steel columns, it is necessary to consider the lateral stress applied to the columns and the effect on the wall foundation.
この発明は、以上の課題を解決するためになされたもの
で、閉鎖形断面の上下鉄骨柱を簡単にかつ納まりよく、
しかも、確実強固に接合できるようにした上下鉄骨柱の
接合構造を提供することを目的とする。This invention has been made to solve the above problems, and can easily and easily fit the upper and lower steel frame columns with a closed cross section,
Moreover, it is an object of the present invention to provide a joint structure of upper and lower steel frame columns that can be securely and firmly joined.
この発明に係る上下鉄骨柱の接合構造は、同一の閉鎖形
断面を有する筒状の上下鉄骨柱1,2のみが接合筒体3に
より対向して接合される上下鉄骨柱の接合構造におい
て、前記接合筒体3は上下鉄骨柱1,2の一方に挿入され
る筒状の挿入部3aと、当該挿入部3aの軸方向先端の周縁
に沿ってそこから半径方向に上下鉄骨柱1,2の外径と同
じかまたはそれより若干突出した寸法に形成された突起
5bを備え、前記挿入部3aは上下鉄骨1,2の板厚より厚い
板厚を有すると共に高力ボルト4を螺合する複数のねじ
孔6を有し、前記突起5bはその表側に半径方向の平坦面
5cが形成されると共に、裏側に溶接用の開先5と筒状の
裏当て部5aが形成され、上下鉄骨柱1,2の一方における
複数のボルト孔7を設けた接合部分に前記挿入部3aが挿
入されて、その接合部分の端面と前記平坦面5cを面接触
した状態でボルト孔7を通して複数の高力ボルト4を前
記ねじ孔6へ螺合することにより、上下鉄骨1,2の一方
が接合筒体3に接合され、上下鉄骨柱1,2の他方はその
端部の内側部に前記裏当て部5aが挿入した状態で開先5
を利用して溶接により前記接合筒体3に接合されている
ことを特徴とする。The joint structure of the upper and lower steel frame columns according to the present invention is the joint structure of the upper and lower steel column columns in which only the cylindrical upper and lower steel frame columns 1 and 2 having the same closed cross section are joined to each other by the joining cylinder body 3 to face each other. The joining cylindrical body 3 has a cylindrical insertion portion 3a which is inserted into one of the upper and lower steel columns 1 and 2, and a radial direction of the cylindrical insertion portion 3a along the periphery of the axial tip of the insertion portion 3a. A protrusion formed to have a size equal to or slightly larger than the outer diameter
5b, the insertion portion 3a has a plate thickness larger than the plate thickness of the upper and lower steel frames 1 and 2, and has a plurality of screw holes 6 into which the high-strength bolts 4 are screwed, and the protrusion 5b has a radial direction on its front side. Flat surface
5c is formed, a groove 5 for welding and a cylindrical backing portion 5a are formed on the back side, and the insertion portion is provided at a joint portion where a plurality of bolt holes 7 are provided in one of the upper and lower steel frame columns 1 and 2. 3a is inserted, and a plurality of high-strength bolts 4 are screwed into the screw holes 6 through the bolt holes 7 in a state where the end surface of the joint portion and the flat surface 5c are in surface contact with each other. One of them is joined to the joining cylinder body 3, and the other of the upper and lower steel frame columns 1 and 2 has the groove 5 with the backing portion 5a inserted in the inner portion of the end thereof.
It is characterized in that it is joined to the joint tube body 3 by welding utilizing the above.
以下、この発明に係る上下鉄骨柱の接合構造を図示する
一実施例に基いて説明すると、角形鋼管からなる上下鉄
骨柱1,2は接合筒体3と複数本の高力ボルト4とによっ
て接合されている。Hereinafter, a description will be given of an example of a joint structure of upper and lower steel frame columns according to the present invention. The upper and lower steel frame columns 1 and 2 made of square steel pipes are joined by a joining cylinder 3 and a plurality of high-strength bolts 4. Has been done.
接合筒体3はたん造又は鋳造によって上下鉄骨柱1,2の
端部に挿入可能な矩形断面形に形成された筒状の挿入部
3aを有し、かつ、板厚が上下鉄骨柱1,2の板厚より厚く
形成されている。The joining tube body 3 is a tubular insertion part formed in a rectangular cross-section shape that can be inserted into the ends of the upper and lower steel frame columns 1 and 2 by the fabrication or casting.
It has 3a and is formed thicker than the upper and lower steel frame columns 1 and 2.
接合筒体3における挿入部3aの軸方向先端の周縁に沿っ
て突起5bが形成され、その表側に半径方向の平坦面5cが
形成されている。さらに、突起5の裏側にテーパを付け
ることにより下部鉄骨柱1の上端部に溶接するための開
先5が接合筒体3の周方向に連続して形成され、この開
先5の先端部に筒状の裏当て部5aが接合筒体3の周方向
に連続して形成されている。A protrusion 5b is formed along the peripheral edge of the axially distal end of the insertion portion 3a of the joining cylinder 3, and a radial flat surface 5c is formed on the front side thereof. Further, by forming a taper on the back side of the protrusion 5, a groove 5 for welding to the upper end portion of the lower steel column 1 is continuously formed in the circumferential direction of the joining cylinder body 3, and the tip portion of the groove 5 is formed. The tubular backing portion 5a is formed continuously in the circumferential direction of the joining tubular body 3.
前記平坦面5cは接合筒体3の挿入部3aが上部鉄骨2の端
部における接合部分2aに挿入された際に、その端面が当
接される。なお、突起5bの外径は上下鉄骨柱1,2の外径
と同じか又はこれより若干突出した寸法に、かつ、接合
筒体3の周方向に連続して形成されている。The flat surface 5c is brought into contact with the end face of the joining cylinder 3 when the insertion part 3a is inserted into the joining part 2a at the end of the upper steel frame 2. The outer diameter of the protrusion 5b is equal to or slightly larger than the outer diameter of the upper and lower steel frame columns 1 and 2, and is formed continuously in the circumferential direction of the joining cylinder 3.
そして、接合筒体3は、開先5を下部鉄骨柱1の端部に
突き付け、かつ、裏当て部5aを下部鉄骨柱1端部の内側
部に添え付け、開先5内を全周溶接することにより下部
鉄骨柱1の上端部に一体に取り付けられている。Then, in the joint cylinder 3, the groove 5 is abutted on the end of the lower steel column 1 and the backing part 5a is attached to the inner side of the end of the lower steel column 1, and the inside of the groove 5 is welded all around. By doing so, it is integrally attached to the upper end of the lower steel column 1.
尚、接合筒体3と下部鉄骨柱1との溶接は工場溶接とす
ることにより溶接精度の向上が図られる。It should be noted that the welding accuracy between the joining cylinder 3 and the lower steel frame column 1 can be improved by performing factory welding.
また、接合筒体3における挿入部3aの四側面部には高力
ボルト4を螺合するための複数個のねじ孔6が形成され
ている。また、上部鉄骨柱2の下端部には複数本の縦ス
リット8が形成されている。Further, a plurality of screw holes 6 for screwing the high-strength bolts 4 are formed on the four side surface portions of the insertion portion 3a of the joining cylinder body 3. A plurality of vertical slits 8 are formed at the lower end of the upper steel column 2.
縦スリット8を設けることにより上部鉄骨柱2の下端部
がその径方向に若干変形できるので、接合筒体3を上部
鉄骨柱2の下端部に挿入し易くなるという効果がある。By providing the vertical slit 8, the lower end portion of the upper steel column 2 can be slightly deformed in the radial direction, so that there is an effect that the joint cylinder 3 can be easily inserted into the lower end portion of the upper steel column 2.
しかし、その端面は前記平坦面5cと水平面で面接触され
て上部鉄骨柱2の自重が安全に支持される。However, the end surface of the upper steel column 2 is in surface contact with the flat surface 5c in a horizontal plane, and the weight of the upper steel column 2 is safely supported.
そして、接合筒体3の挿入部3aが上部鉄骨柱2の接合部
分2aに挿入された際に、上部鉄骨柱2の接合部分2aの端
面が平坦面5cに当接するので、ねじ孔6と上部鉄骨柱2
の接合部分2aに形成されたボルト孔7との位置合わせが
し易い等の効果がある。When the insertion portion 3a of the joining cylinder 3 is inserted into the joining portion 2a of the upper steel column 2, the end surface of the joining portion 2a of the upper steel column 2 contacts the flat surface 5c, so that the screw hole 6 and the upper portion Steel column 2
There is an effect that it is easy to align with the bolt hole 7 formed in the joint portion 2a.
縦スリット8は上部鉄骨柱2の中央部若しくはコーナ部
に設けられる。係る場合、上部鉄骨柱2の縦スリット8
は接合筒体3の挿入部3aより短めに形成するものとす
る。The vertical slit 8 is provided in the central portion or the corner portion of the upper steel column 2. In that case, the vertical slit 8 of the upper steel column 2
Is formed to be shorter than the insertion portion 3a of the joining cylinder body 3.
このように形成された接合筒体3の挿入部3aは上部鉄骨
柱2の接合部分2aに挿入され、かつ、ボルト孔7よりね
じ孔6に高力ボルト4が螺合されることによって上部鉄
骨柱2に一体的に固着され、かくして、下部鉄骨柱1と
上部鉄骨柱2とは接合筒体3と複数本の高力ボルト4と
によって一体的に接合される。The insertion portion 3a of the joint cylinder 3 thus formed is inserted into the joint portion 2a of the upper steel column 2, and the high-strength bolt 4 is screwed into the screw hole 6 from the bolt hole 7 to thereby form the upper steel frame. It is integrally fixed to the column 2, and thus the lower steel column 1 and the upper steel column 2 are integrally joined by the joining cylinder 3 and the plurality of high-strength bolts 4.
この発明は、以上の構成からなるので以下の効果を有す
る。Since the present invention is configured as described above, it has the following effects.
(1)この発明は、従来のように上下鉄骨柱を鉄骨柱と
鉄骨梁との接合部分で接合するものではなく、上下鉄骨
柱のみを接合筒体により接合するものである。(1) The present invention does not join the upper and lower steel frame columns at the joint portion between the steel frame column and the steel frame beam as in the prior art, but joins only the upper and lower steel frame columns by the joining cylinder.
したがって、特に横方向の応力に対しては従来のような
鉄骨梁による支持がないので、横方向の応力に耐える接
合でなければならないが、本発明の構成によれば、 横方向の応力を受けたとき、高力ボルト4には剪断力
が加わるが、ボルト接合されている鉄骨柱の端面が突起
5bの平坦面5dに接触支持されているので、鉄骨柱の軸方
向の移動がその部分で制限され、高力ボルトやその周囲
の剪断による破壊を制御することができる。Therefore, since there is no support by a steel beam as in the conventional structure especially for the lateral stress, the joining must be able to withstand the lateral stress, but according to the configuration of the present invention, the lateral stress is not applied. At this time, the shearing force is applied to the high-strength bolt 4, but the end face of the steel column to which the bolt is joined is projected.
Since it is supported in contact with the flat surface 5d of 5b, the movement of the steel column in the axial direction is restricted at that portion, and it is possible to control the fracture due to shearing of the high-strength bolt and its surroundings.
突き合わせ溶接部分における筒状の裏当て部5aが接合
相手の鉄骨柱の内側部に挿入接触されているので、溶接
時における溶接金属の流れを防止するほかに、鉄骨柱に
横方向の応力が加わったときの溶接部分における耐応力
性が向上する。Since the cylindrical backing part 5a in the butt welded part is inserted and contacted with the inner part of the steel column to be joined, it prevents the flow of weld metal during welding and also applies lateral stress to the steel column. The stress resistance of the welded part is improved.
ボルト接合すべき鉄骨柱に接合筒体3を挿入し、鉄骨
柱の端面に突起5bの平坦面5c接触させた状態で高力ボル
ト4が螺合されるので、鉄骨柱のボルト孔7と接合筒体
3のねじ孔6の位置決めが容易に且つ正確になされ、そ
のため均一に各高力ボルト4に負担が分担され、高力ボ
ルト4の特定のもの及びその周辺に無理な負担がかから
なく、横方向の耐応力性の低下を生じることがない。Since the joining cylinder 3 is inserted into the steel column to be bolted and the high-strength bolt 4 is screwed in the state where the flat surface 5c of the projection 5b is in contact with the end face of the steel column, the bolt hole 7 of the steel column is joined. The screw holes 6 of the cylindrical body 3 are easily and accurately positioned, so that the high-strength bolts 4 are evenly shared with each other, so that a particular one of the high-strength bolts 4 and its periphery are not unduly burdened. In addition, the stress resistance in the lateral direction does not decrease.
なお、この構成は本願発明における実施例のように、接
合筒体3の鉄骨柱3の鉄骨柱への挿入を容易にするため
に鉄骨柱の接合部分にスリット8を設けるような場合に
は、さらにその効果が大きく発揮される。In addition, this configuration is similar to the embodiment in the present invention, in the case where the slit 8 is provided at the joint portion of the steel column to facilitate the insertion of the steel column 3 of the joint tube 3 into the steel column, Furthermore, the effect is greatly exhibited.
すなわち、現場で接合筒体3へ上方から鉄骨柱を降ろし
たとき、その端面が突起5bの平坦面5cと水平な面接触で
支持されるので、鉄骨柱のスリット8を設けた部分が半
径方向に開くことなく、鉄骨柱の自重をその接触面で安
定に支持できる。That is, when the steel frame pillar is lowered from above into the joining cylinder body 3 at the site, the end face thereof is supported by the flat surface 5c of the projection 5b in horizontal surface contact, so that the portion where the slit 8 of the steel frame pillar is provided is in the radial direction. The self-weight of the steel column can be stably supported at its contact surface without opening.
そのため、このような場合においても、鉄骨柱のボルト
7と接合筒体3のねじ孔6の軸方向ずれを生じることな
く、位置決めが正確になされる。Therefore, even in such a case, the bolt 7 of the steel frame pillar and the screw hole 6 of the joining cylinder 3 are accurately positioned without axial deviation.
(2).本発明は上下鉄骨柱を鉄骨梁の部分ではなく、
例えば、2階と3階の間のような柱部分の途中で接合す
るものであるから、接合に際して壁下地等に対して邪魔
となる突出物はできるだけ避ける必要がある。(2). In the present invention, the upper and lower steel frame columns are not the steel beam parts,
For example, since it is to be joined in the middle of the pillar portion such as between the second floor and the third floor, it is necessary to avoid protrusions that interfere with the wall foundation or the like when joining.
本発明では鉄骨柱の端面を支持する突起5bの外径寸法が
鉄骨柱の外径と同じか又はそれより若干突出して形成さ
れているので、接合筒体3と鉄骨柱を接合した状態では
高力ボルトの頭部以上の突出部分を生ずることはない。In the present invention, since the outer diameter of the projection 5b supporting the end face of the steel column is formed to be the same as or slightly protrudes from the outer diameter of the steel column, it is high in the state where the joining cylinder 3 and the steel column are joined. No protrusion beyond the head of the force bolt.
第1図は、この発明に係る上下柱の接合部構造の一実施
例を示す分解斜視図、第2図は上下柱の接合部の縦断面
図、第3図は接合筒体の側面図である。 1,2……上下鉄骨柱、2a……接合部分、3……接合筒
体、3a……挿入部、4……高力ボルト、5……開先、5a
……裏当て部、5b……突起、5c……平坦面、6……ねじ
孔、7……ボルト孔、8……縦スリット。FIG. 1 is an exploded perspective view showing an embodiment of a joint portion structure of upper and lower columns according to the present invention, FIG. 2 is a vertical sectional view of a joint portion of upper and lower columns, and FIG. 3 is a side view of a joint cylinder. is there. 1,2 …… Upper and lower steel columns, 2a …… Joined part, 3 …… Joined cylinder, 3a …… Insert part, 4 …… High-strength bolt, 5 …… Groove, 5a
…… Backing part, 5b …… Protrusion, 5c …… Flat surface, 6 …… Screw hole, 7 …… Bolt hole, 8 …… Vertical slit.
Claims (1)
柱1,2のみが接合筒体3により対向して接合される上下
鉄骨柱の接合構造において、前記接合筒体3は上下鉄骨
柱1,2の一方に挿入される筒状の挿入部3aと、当該挿入
部3aの軸方向先端の周縁に沿ってそこから半径方向に上
下鉄骨柱1,2の外径と同じかまたはそれより若干突出し
た寸法に形成された突起5bを備え、前記挿入部3aは上下
鉄骨1,2の板厚より厚い板厚を有すると共に高力ボルト
4を螺合する複数のねじ孔6を有し、前記突起5bはその
表側に半径方向の平坦面5cが形成されると共に、裏側に
溶接用の開先5と筒状の裏当て部5aが形成され、上下鉄
骨柱1,2の一方における複数のボルト孔7を設けた接合
部分に前記挿入部3aが挿入されて、その接合部分の端面
と前記平坦面5cを面接触した状態でボルト孔7を通して
複数の高力ボルト4を前記ねじ孔6へ螺合することによ
り、上下鉄骨1,2の一方が接合筒体3に接合され、上下
鉄骨柱1,2の他方はその端部の内側部に前記裏当て部5a
が挿入した状態で開先5を利用して溶接により前記接合
筒体3に接合されていることを特徴とする上下鉄骨柱の
接合構造。1. A joint structure of upper and lower steel columns in which only tubular upper and lower steel columns 1 and 2 having the same closed cross-section are joined to each other by a joining cylinder 3, and the joining cylinder 3 is composed of upper and lower steel frames. A cylindrical insertion portion 3a to be inserted into one of the columns 1 and 2, and the outer diameter of the upper and lower steel columns 1 and 2 in the radial direction from there along the periphery of the axial tip of the insertion portion 3a, or that It has a projection 5b formed in a slightly projecting size, and the insertion portion 3a has a plate thickness thicker than that of the upper and lower steel frames 1 and 2 and a plurality of screw holes 6 into which the high-strength bolts 4 are screwed. The projection 5b has a flat surface 5c in the radial direction formed on the front side thereof, a groove 5 for welding and a cylindrical backing portion 5a formed on the back side thereof, and a plurality of upper and lower steel columns 1 and 2 are formed. The insertion portion 3a is inserted into the joint portion provided with the bolt hole 7 and the end surface of the joint portion and the flat surface 5c are in surface contact with each other. By screwing a plurality of high-strength bolts 4 into the screw holes 6 through the bolt holes 7, one of the upper and lower steel frames 1 and 2 is joined to the joining cylinder body 3, and the other of the upper and lower steel frame columns 1 and 2 has its end portion. The backing part 5a on the inner side of
Is joined to the joint cylinder 3 by welding using the groove 5 in the inserted state.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61310363A JPH0781314B2 (en) | 1986-12-26 | 1986-12-26 | Joint structure of upper and lower steel columns |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP61310363A JPH0781314B2 (en) | 1986-12-26 | 1986-12-26 | Joint structure of upper and lower steel columns |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63165625A JPS63165625A (en) | 1988-07-08 |
JPH0781314B2 true JPH0781314B2 (en) | 1995-08-30 |
Family
ID=18004337
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP61310363A Expired - Lifetime JPH0781314B2 (en) | 1986-12-26 | 1986-12-26 | Joint structure of upper and lower steel columns |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0781314B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0359240A (en) * | 1989-07-25 | 1991-03-14 | Daiwa House Ind Co Ltd | Pillar connecting box |
JP4987059B2 (en) * | 2009-08-07 | 2012-07-25 | シャープ株式会社 | Structure installation stand, structure installation method, and solar cell system |
JP7366698B2 (en) * | 2019-11-08 | 2023-10-23 | 株式会社フジタ | Steel pipe column joint structure |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0223710Y2 (en) * | 1984-10-23 | 1990-06-28 |
-
1986
- 1986-12-26 JP JP61310363A patent/JPH0781314B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPS63165625A (en) | 1988-07-08 |
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Legal Events
Date | Code | Title | Description |
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EXPY | Cancellation because of completion of term |