JPS62125139A - Columnar body for forming steel bar structure - Google Patents

Columnar body for forming steel bar structure

Info

Publication number
JPS62125139A
JPS62125139A JP13265986A JP13265986A JPS62125139A JP S62125139 A JPS62125139 A JP S62125139A JP 13265986 A JP13265986 A JP 13265986A JP 13265986 A JP13265986 A JP 13265986A JP S62125139 A JPS62125139 A JP S62125139A
Authority
JP
Japan
Prior art keywords
joint
steel
joining
column
hardware
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.)
Granted
Application number
JP13265986A
Other languages
Japanese (ja)
Other versions
JPH0376377B2 (en
Inventor
暁 矢崎
弘 佐久間
俊一 内藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP13265986A priority Critical patent/JPS62125139A/en
Publication of JPS62125139A publication Critical patent/JPS62125139A/en
Publication of JPH0376377B2 publication Critical patent/JPH0376377B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は特に角形鋼管柱と鉄骨梁とからなる鉄骨ラー
メンを構成する鉄骨架構体形成用柱体に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention particularly relates to a column for forming a steel frame structure that constitutes a steel rigid frame consisting of square steel pipe columns and steel beams.

〔従来技術〕[Prior art]

従来、角形鋼管柱Hに形鋼梁等の鉄骨梁を接合するには
現場作業性から角形鋼管柱の接合部側面に接合ブラケッ
トを溶接によって固着し、この接合ブラケットに鉄骨梁
を接合ボルトと添えプレートとによって接合するかある
いは角形鋼管柱の接合部面に鉄骨梁を直接ン合着しても
)る。
Conventionally, in order to join a steel beam such as a shaped steel beam to a square steel pipe column H, a joint bracket was fixed to the side of the joint of the square steel pipe column by welding for ease of on-site work, and the steel beam was attached to this joint bracket with a joint bolt. (or by directly bonding a steel beam to the joint surface of a square steel pipe column).

〔発明の解決しようとする問題点〕[Problem to be solved by the invention]

ところで角形鋼管柱に鉄骨梁をブラケットを介して接合
すると接合ブラケットや接合ボルト等の部品点数が増え
るばかりでなくその分だけ現場における仕事量が増す。
By the way, when a steel beam is joined to a square steel pipe column via a bracket, not only the number of parts such as joining brackets and joining bolts increases, but also the amount of work on site increases accordingly.

この場合、溶接による接合ブラケットの取付けは主に工
場で行われるため、工場より建築現場まで運1般する際
に接合ブラケットが邪魔になり運搬効率が大幅にダウン
するばかりでな(接合ブラケットを破損することがある
。また鉄骨梁を角形管柱に直接溶着するには高い施工精
度が要求され、作業が粗雑になりやすい建築現場では製
品の信頼性が得がたい。
In this case, the attachment of the joint bracket by welding is mainly done at the factory, so when transporting the joint bracket from the factory to the construction site, the joint bracket gets in the way and transport efficiency is greatly reduced (damage to the joint bracket can occur). In addition, direct welding of steel beams to rectangular pipe columns requires high construction precision, making it difficult to obtain product reliability on construction sites where work tends to be rough.

〔問題点を解決するための手段〕[Means for solving problems]

この発明は前記従来の問題点を解消するために発明され
たもので、角形鋼管柱の鉄骨梁が接合される接合部分に
前記角形鋼管柱の肉厚より厚肉となした接合金物を取付
け、接合金物周壁に梁接合ボルトを螺着するネジ孔を複
数個形成しである鉄骨架構体形成用柱体である。一般に
は、高力ボルト接合に使用する高力ボルトはボルト、ナ
ンドおよび座金ガセットで成り立っているが、この発明
では前記ナツトの代りに接合金物にタップネジを切るこ
とで高カボルI・接合を可能としている。故に角形鋼管
柱と鉄骨架との剛接合が極めて簡単にでき、角形鋼管柱
の運搬効率を大幅に高めることができると共にボルトを
挿入する穴を任意に選べるため、一種類の接合金物で梁
サイズに対する対応性がある。また、本発明の柱体は方
向性を有さないため、現場での建方管理が容易である。
This invention was invented in order to solve the above-mentioned problems of the conventional art, and includes attaching a joint metal fitting having a wall thickness greater than that of the square steel pipe column to the joint part where the steel beam of the square steel pipe column is joined. This is a column for forming a steel frame structure, in which a plurality of screw holes for screwing beam joint bolts are formed in the peripheral wall of the joint hardware. Generally, high-strength bolts used for high-strength bolt connections consist of a bolt, a nut, and a washer gusset, but in this invention, a tapped thread is cut on the joining metal instead of the nut, enabling high-strength I-joining. There is. Therefore, it is extremely easy to rigidly connect a square steel pipe column and a steel frame, and the transportation efficiency of the square steel pipe column can be greatly improved. At the same time, the holes for inserting bolts can be selected arbitrarily, so the beam size can be adjusted with one type of joining hardware. There is a responsiveness to Furthermore, since the column of the present invention has no directionality, construction management on site is easy.

〔発明の実施例〕[Embodiments of the invention]

この発明を図示する一実施例によって説明すると、H形
鋼や1形鋼等からなる鉄骨梁1が接合される角形鋼管柱
2の接合部分に鋳鋼製等の接合金物3が取付けられる。
The present invention will be described with reference to an illustrated embodiment. A joining metal fitting 3 made of cast steel or the like is attached to a joint portion of a square steel pipe column 2 to which a steel beam 1 made of H-shaped steel, 1-shaped steel, etc. is joined.

この接合金物3に鉄骨梁1が複数本の梁接合ボルト4に
よって接合される。
A steel beam 1 is joined to this joining hardware 3 by a plurality of beam joining bolts 4.

接合金物3は角形鋼管柱1の上部分および下部分の端面
に突き合わせ溶接等で固着されている。また、接合金物
3の四側周壁には複数個のネジ孔5が形成され、梁接合
ボルト4が、このネジ孔5に螺着される。
The joining hardware 3 is fixed to the end faces of the upper and lower parts of the square steel pipe column 1 by butt welding or the like. Further, a plurality of screw holes 5 are formed in the four side peripheral walls of the joining hardware 3, and the beam joining bolts 4 are screwed into the screw holes 5.

また、接合金物3の肉厚は角形鋼管柱2の肉厚より厚(
されてなる。
In addition, the wall thickness of the joining hardware 3 is thicker than the wall thickness of the square steel pipe column 2 (
It will be done.

梁接合ボルト4およびネジ孔5の数量と接合金物3の断
面は当該金物に作用する諸応力に抵抗できるように設計
する。
The number of beam joint bolts 4 and screw holes 5 and the cross section of the joint metal fittings 3 are designed to resist various stresses acting on the metal fittings.

なお、鋳鋼製接合金物3を用いる場合は溶接構造用鋳鋼
製とすることが好ましい。さらに、厚肉の角形鋼管、熱
間引抜鋼管等を用いて接合金物3を作製することもでき
る。
In addition, when using the cast steel joining hardware 3, it is preferable to use cast steel for welded structures. Furthermore, the metal joint 3 can also be manufactured using a thick-walled square steel pipe, a hot-drawn steel pipe, or the like.

一方、鉄骨梁1の端部には接合金物3の側面に当接する
接合プレート6が溶接等によって固着され、接合プレー
ト6にはネジ孔5に対向する透孔7が形成され、梁接合
ボルト4が透孔7に挿通される。ここで、高力ボルトに
よる引張ボルト接合を実現するため、該接合プレート6
の板厚は、梁端に作用する諸応力に抵抗できるよう梁の
フランジウェブの板厚に比べ厚肉になっている。さらに
、接合プレート6と接合金物3との接合面を張力を導入
した梁接合ポルl−すなわち高力ボルトで密着させるこ
とにより、柱梁接合部の固定度を確保している。
On the other hand, a joint plate 6 that contacts the side surface of the joint hardware 3 is fixed to the end of the steel beam 1 by welding or the like, and a through hole 7 facing the screw hole 5 is formed in the joint plate 6, and the beam joint bolt 4 is inserted into the through hole 7. Here, in order to realize tension bolt connection using high-strength bolts, the connection plate 6
The plate thickness of the beam is thicker than that of the flange web of the beam so that it can resist various stresses acting on the beam end. Furthermore, the fixity of the column-beam joint is ensured by bringing the joining surfaces of the joining plate 6 and the joining hardware 3 into close contact with each other using a beam joining pole l-, that is, a high-strength bolt, into which tension is introduced.

第3図、第4図および第5図は接合金物3の変形例を示
したもので、第3図では接合金物3内に垂直スチフナ−
8を断面略十字状に形成することによって接合金物3の
剛性が高められている。また、第4図では鉄骨柱と梁の
幅が同一かあるいは梁幅より柱幅が小さい場合に接合金
物3の外径を鉄骨梁1の梁幅より若干大きく形成するこ
とによって接合金物の幅に幾分余有を持たせ、柱・梁接
合部の接合誤差を吸収できるようにする等、施工性が高
められている。
3, 4, and 5 show modified examples of the joint hardware 3. In FIG. 3, vertical stiffeners are installed in the joint hardware 3.
The rigidity of the joint metal fitting 3 is increased by forming the metal fitting 8 to have a substantially cross-shaped cross section. In addition, in Fig. 4, when the width of the steel column and the beam are the same or the column width is smaller than the beam width, the outer diameter of the joint hardware 3 is made slightly larger than the beam width of the steel beam 1, so that the width of the joint hardware can be adjusted. Workability has been improved by adding some extra space to absorb joint errors at the column/beam joints.

第5図は中実な断面を持った接合金物である。これによ
ると、中実の分だけ鋼材料は増えるが、小径の接合金物
では鋼材量の増加の割合は少なく加工工数が少ないこと
で安価に接合金物を製作できる。
Figure 5 shows a metal joint with a solid cross section. According to this, the amount of steel material increases by the amount of solid material, but in the case of small-diameter joint hardware, the rate of increase in the amount of steel material is small and the number of processing steps is small, making it possible to manufacture joint hardware at low cost.

なお、第6図(a)、  (b)、  (c)は鉄骨梁
がL字状、T字状および十字状にそれぞれ接合された柱
・梁接合部を示したものである。
Note that FIGS. 6(a), (b), and (c) show column-beam joints where steel beams are joined in an L-shape, a T-shape, and a cross-shape, respectively.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の構成からなり次の効果が期待できる。 This invention has the above configuration and can be expected to have the following effects.

■ 接合金物が角形鋼管柱の側面より略突出しない形状
に成形されているので、運搬に嵩ぼらず運搬効率を大幅
に高めることができ、かつ接合金物の破損事故をなくす
ることができる。
■ Since the joining hardware is shaped so that it does not substantially protrude from the side surface of the square steel pipe column, it is not bulky to transport, greatly increasing transportation efficiency, and it is possible to eliminate accidents involving damage to the joining hardware.

■ 第6図(a)、  (b)、  (c)に示すよう
に鉄骨梁がL字状、T字状あるいは十字状に接合される
部分の柱として使用することができ、使用に際して方向
性がなく柱の種類を一種類に統一することができるので
量産によるコストの低廉化が図れる。
■ As shown in Figure 6 (a), (b), and (c), it can be used as a column where steel beams are joined in an L-shape, T-shape, or cross shape. Since there is no problem and the types of pillars can be unified to one type, costs can be reduced through mass production.

■ 角形鋼管柱と鉄骨梁とを梁接合ボルトだけでt41
1接合できるので、接合が極めて簡単になり、現場作業
の省力化並びに短縮化が図れる。
■ Connect square steel pipe columns and steel beams using only beam connection bolts t41
Since only one joint can be performed, joining is extremely simple, and labor-saving and shortening of on-site work can be achieved.

■ また、鋳鋼製接合金物を使用する場合等は鋳造であ
るため上下柱のサイズの違いを簡単に吸収することがで
きる。
■ Also, when using cast steel joints, the difference in size between the upper and lower columns can be easily accommodated since they are cast.

■ 接合に際し、梁の添えプレートかないため、鋼材量
が減り、またボルト頭が突出しないので意匠上の納まり
が良い。
■ When joining, there is no support plate for the beam, so the amount of steel is reduced, and the bolt head does not protrude, so it fits well in terms of design.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は鉄骨ラーメンにおける柱・梁接合部の分解側面
図、第2図は第1図におけるA−A線断面図、第3図、
第4図および第5図は接合金物の変形例を示す断面図、
第6図(a)、  (b)、  (c)は鉄骨梁がL字
状。 T字状および十字状に接合された柱接合部分の断面図で
ある。 1・・・・・・鉄骨梁、2・・・・・・角形鋼管柱、3
・・・・・・接合金物、4・・・・・・梁接合ボルト、
5・・・・・・ネジ孔、6・・・・・・接合プレート、
7・・・・・・透孔、8・・・・・・垂直スチフナー。 第 1 図 第 2 図 第 3 よ 第4図 第 5 区 第 6 図 (a) 第6図 (C)
Figure 1 is an exploded side view of the column-beam joint in a steel rigid frame, Figure 2 is a sectional view taken along line A-A in Figure 1, Figure 3 is
FIG. 4 and FIG. 5 are cross-sectional views showing modified examples of joint metal fittings;
In Figures 6 (a), (b), and (c), the steel beams are L-shaped. FIG. 3 is a cross-sectional view of a column joint portion joined in a T-shape and a cross-shape. 1... Steel beam, 2... Square steel pipe column, 3
...Joining hardware, 4...Beam joining bolts,
5...Screw hole, 6...Joining plate,
7...Through hole, 8...Vertical stiffener. Figure 1 Figure 2 Figure 3 Figure 4 District 5 Figure 6 (a) Figure 6 (C)

Claims (1)

【特許請求の範囲】[Claims] 複数階の鉄骨架構体を構成する鉄骨架構体形成用柱体で
あって、角形鋼管柱の鉄骨梁接合部分に接合金物を取付
けてなり、前記接合金物の同壁には、ボルトを螺着する
ネジ外が複数個形成してあることを特徴とする鉄骨架構
体形成用柱体。
A column body for forming a steel frame structure constituting a multi-story steel frame structure, in which a joint metal fitting is attached to a steel beam joint part of a square steel pipe column, and a bolt is screwed to the same wall of the joint metal piece. A column for forming a steel frame structure, characterized in that a plurality of screws are formed.
JP13265986A 1986-06-10 1986-06-10 Columnar body for forming steel bar structure Granted JPS62125139A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13265986A JPS62125139A (en) 1986-06-10 1986-06-10 Columnar body for forming steel bar structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13265986A JPS62125139A (en) 1986-06-10 1986-06-10 Columnar body for forming steel bar structure

Publications (2)

Publication Number Publication Date
JPS62125139A true JPS62125139A (en) 1987-06-06
JPH0376377B2 JPH0376377B2 (en) 1991-12-05

Family

ID=15086491

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13265986A Granted JPS62125139A (en) 1986-06-10 1986-06-10 Columnar body for forming steel bar structure

Country Status (1)

Country Link
JP (1) JPS62125139A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK201400098A1 (en) * 2014-02-24 2015-09-07 Schrøder Cykler Holding Aps Method for assembling profile tubes
JP3205531U (en) * 2016-05-19 2016-07-28 三協フロンテア株式会社 Unit house tensile joint structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4932252A (en) * 1972-07-25 1974-03-23
JPS5133684U (en) * 1974-09-03 1976-03-12
JPS5398121A (en) * 1977-02-07 1978-08-28 Jungbluth Otto Solid supporting mechanism made up of rail and combination body
JPS5460710A (en) * 1977-10-24 1979-05-16 Nippon Steel Metal Prod Method of assembling pillar and beam joint of steel skeleton structure
JPS5639504U (en) * 1979-09-04 1981-04-13

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5287627A (en) * 1975-12-18 1977-07-21 Matsushita Electric Ind Co Ltd Dry element battery

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4932252A (en) * 1972-07-25 1974-03-23
JPS5133684U (en) * 1974-09-03 1976-03-12
JPS5398121A (en) * 1977-02-07 1978-08-28 Jungbluth Otto Solid supporting mechanism made up of rail and combination body
JPS5460710A (en) * 1977-10-24 1979-05-16 Nippon Steel Metal Prod Method of assembling pillar and beam joint of steel skeleton structure
JPS5639504U (en) * 1979-09-04 1981-04-13

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK201400098A1 (en) * 2014-02-24 2015-09-07 Schrøder Cykler Holding Aps Method for assembling profile tubes
JP3205531U (en) * 2016-05-19 2016-07-28 三協フロンテア株式会社 Unit house tensile joint structure
WO2017199714A1 (en) * 2016-05-19 2017-11-23 三協フロンテア株式会社 Tension joint structure for unit house

Also Published As

Publication number Publication date
JPH0376377B2 (en) 1991-12-05

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