JPH06146404A - Column and beam connecting fitting - Google Patents

Column and beam connecting fitting

Info

Publication number
JPH06146404A
JPH06146404A JP32263192A JP32263192A JPH06146404A JP H06146404 A JPH06146404 A JP H06146404A JP 32263192 A JP32263192 A JP 32263192A JP 32263192 A JP32263192 A JP 32263192A JP H06146404 A JPH06146404 A JP H06146404A
Authority
JP
Japan
Prior art keywords
side plate
plate part
joining
steel
steel beam
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.)
Pending
Application number
JP32263192A
Other languages
Japanese (ja)
Inventor
Shigeru Hirakawa
茂 平川
Hidenari Matsuo
英成 松尾
Hidefumi Hisanabe
英史 久鍋
Akio Tomita
昭夫 富田
Kuniaki Sato
邦昭 佐藤
Toshio Saeki
俊夫 佐伯
Yoshihiro Nakamura
嘉宏 中村
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.)
Kajima Corp
Proterial Ltd
Original Assignee
Kajima Corp
Hitachi Metals 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 Kajima Corp, Hitachi Metals Ltd filed Critical Kajima Corp
Priority to JP32263192A priority Critical patent/JPH06146404A/en
Publication of JPH06146404A publication Critical patent/JPH06146404A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To shorten the length of a side plate part for reducing the manufacturing cost of a connecting fitting by forming recessed parts in the side plate part of a column and beam connecting fitting consisting of a base plate part to be connected to a steel structural column and a side plate part projected on the base plate part, and by boring bolt holes in the recessed parts for connecting the fitting to a steel structural beam. CONSTITUTION:Recessed parts 3b are formed on one side surface of the side plate part 3 of a column and beam connecting fitting 1 consisting of a base plate part 2 to be connected to a steel structural column 4 and a side plate part 3 projected on the base plate part 2, and bolt holes 3a are bored in the recessed parts 3b. The outer surface at the end of a steel structural beam 5 is arranged so as to be opposite to the side surface on which the recessed parts 3b of the side plate part 3 of the connecting fitting 1 have been formed, and the steel structural beam 5 and the side plate part 3 of the connecting fitting 1 are connected by means of high-strength bolts 6. The circumference of the bolt hole 5a of the steel structural beam 5 is deformed by tighted of the bolt, and is fitted in the recessed part 3b of the side plate part 3. Thereby, a necessary frictional force between the steel structural beam 5 and the connecting fitting 1 can be secured by a small number of bolts.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄骨柱と鉄骨はりとを
接合する柱とはりの接合用金物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a metal article for joining a column and a beam for joining a steel column and a steel beam.

【0002】[0002]

【従来の技術】鉄骨造又は鉄骨鉄筋コンクリート造の建
物に用いられる鉄骨柱と鉄骨はりを接合する柱とはりの
接合部において、従来の接合手段は、図5に示すように
鉄骨柱4に締結される基板部2と、該基板部2上に突出
させた側板部3とを有するT字状の接合用金物1が用い
られていた。この接合用金物1は、基板部2と鉄骨柱
4、側板部3と鉄骨はり5とをボルト接合するものであ
るが、鉄骨はり5の接合部に対向する側板部3の側面
は、同図に示すように単に平坦に形成されていた。
2. Description of the Related Art At a joint portion between a column and a beam for joining a steel beam column and a steel beam used in a steel frame structure or a steel frame reinforced concrete structure, a conventional joining means is fastened to a steel frame column 4 as shown in FIG. A T-shaped metal fitting 1 having a substrate portion 2 and a side plate portion 3 protruding above the substrate portion 2 has been used. This joining hardware 1 is for joining the base plate portion 2 and the steel frame post 4 and the side plate portion 3 and the steel frame beam 5 by bolts. The side surface of the side plate portion 3 facing the joint portion of the steel frame beam 5 is shown in FIG. It was simply formed flat as shown in FIG.

【0003】[0003]

【発明が解決しようとする課題】上記従来の技術では、
鉄骨はり5の接合部に対向する側板部3の側面が単に平
坦に形成されていたから、鉄骨はり5と接合用金物の側
板部3とを接合する際に、鉄骨はり5と接合用金物1と
の間の必要摩擦力を確保するためにはボルト6を多数本
配置する必要があり、そのために接合用金物の側板部3
の長さが長くなって接合用金物1のコストが上昇すると
いう問題点がある。したがって本発明は、側板部の長さ
が短い柱とはりの接合用金物を提供することを目的とす
る。
SUMMARY OF THE INVENTION In the above conventional technique,
Since the side surface of the side plate portion 3 facing the joint portion of the steel beam 5 is simply formed flat, when the steel beam 5 and the side plate portion 3 of the metal fitting 5 are joined together, the steel beam 5 and the metal joint 1 are joined together. It is necessary to arrange a large number of bolts 6 in order to secure the necessary frictional force between them. Therefore, the side plate portion 3 of the metal fitting for joining is required.
However, there is a problem in that the cost of the metal fitting 1 is increased due to the increased length. Therefore, an object of the present invention is to provide a metal article for joining a pillar and a beam having a short side plate portion.

【0004】[0004]

【課題を解決するための手段】本発明は、鉄骨柱に締結
される基板部と、該基板部上に突出させた側板部とを有
し、前記基板部に鉄骨柱と接合するためのボルト穴を形
成し、前記側板部に鉄骨はりと接合するためのボルト穴
を穿設した柱とはりの接合用金物において、前記側板部
に凹部を形成し、該凹部に前記ボルト穴を開口すること
によって、上記目的を達成したものである。
According to the present invention, there is provided a bolt for joining a steel frame pillar to the base plate portion, which has a base plate portion fastened to the steel frame pillar, and a side plate portion projected on the base plate portion. In a metal fitting for a pillar and a beam, in which a hole is formed and a bolt hole for joining a steel beam to the side plate portion is formed, a recess is formed in the side plate portion, and the bolt hole is opened in the recess. Thus, the above-mentioned object is achieved.

【0005】[0005]

【作用】上記凹部を設けた側の側板部側面に鉄骨はりの
端部側面を対向配置し、又は鉄骨はりと接合する適宜の
接合部材の側面を対向配置し、しかる後ボルト接合する
と、鉄骨はり又は接合部材のボルト穴の周囲はボルト締
めによって変形して側板部の凹部に嵌入し、したがって
鉄骨はりと接合用金物との間の必要摩擦力は少数本のボ
ルトによって確保することができる。あるいは上記凹部
に適合する凸部を鉄骨はり又は鉄骨はりと接合する適宜
の接合部材のボルト穴の周囲に設け、該凸部が側板部の
凹部に嵌入するように鉄骨はり又は接合部材を配置して
ボルト締めすると、鉄骨はりと接合用金物との間の必要
摩擦力は少数本のボルトによって確保することができ
る。
When the end side surface of the steel beam is arranged opposite to the side plate portion side on the side where the recess is provided, or the side surfaces of a suitable joining member to be joined to the steel beam are oppositely arranged, and then bolt connection is performed, the steel beam is formed. Alternatively, the periphery of the bolt hole of the joining member is deformed by bolting and fits into the concave portion of the side plate portion, so that the necessary frictional force between the steel beam and the joining hardware can be secured by a small number of bolts. Alternatively, a convex portion that fits the concave portion is provided around a bolt hole of a steel beam or an appropriate joining member that is joined to the steel beam, and the steel beam or the joining member is arranged so that the convex portion fits into the concave portion of the side plate portion. When tightened with bolts, the necessary frictional force between the steel beam and the metal fitting can be secured by a small number of bolts.

【0006】[0006]

【実施例】本発明の実施例を図面によって説明する。図
1及び図2は本発明の第1実施例を示し、この柱とはり
の接合用金物1は基板部2と側板部3とからなり、基板
部2に鉄骨柱4と締結するためのボルト穴2aが穿設さ
れており、側板部3は、H型鉄骨はり5のフランジ面に
沿う形状で基板部2の外側に突出している。側板部3に
は鉄骨はり5と締結するためのボルト穴3aが設けられ
ており、このボルト穴3aは側板部3を貫通して柱とは
りの接合用金物1と鉄骨はり5をボルト接合できるよう
にしている。また側板部3の一方の側面には凹部3bが
設けられており、前記ボルト穴3aはこの凹部3bに開
口している。
Embodiments of the present invention will be described with reference to the drawings. 1 and 2 show a first embodiment of the present invention, in which a metal fitting 1 for a column and a beam is composed of a substrate portion 2 and a side plate portion 3, and a bolt for fastening the steel column 4 to the substrate portion 2. The hole 2a is bored, and the side plate portion 3 is formed in a shape along the flange surface of the H-shaped steel beam 5 and protrudes to the outside of the substrate portion 2. The side plate portion 3 is provided with a bolt hole 3a for fastening to the steel beam 5, and the bolt hole 3a can penetrate the side plate portion 3 to connect the pillar-and-beam joining hardware 1 and the steel beam 5 to each other by bolts. I am trying. Further, a concave portion 3b is provided on one side surface of the side plate portion 3, and the bolt hole 3a is opened in the concave portion 3b.

【0007】本実施例は以上のように構成されており、
鉄骨はり5の端部外面と接合用金物の側板部3の凹部3
bを設けた側面とを対向配置し、しかる後高力ボルト6
によって鉄骨はり5と接合用金物の側板部3とを接合す
ると、鉄骨はり5のボルト穴5aの周囲はボルト締めに
よって変形して側板部の凹部3bに嵌入し、したがって
少ないボルト本数によって必要摩擦力を確保して、鉄骨
はり5と柱とはりの接合用金物1とを接合することがで
きる。柱とはりの接合用金物1の材質としては、鋳鋼、
鍛鋼、又は球状黒鉛鋳鉄を用いることができる。
This embodiment is constructed as described above,
The outer surface of the end of the steel beam 5 and the recess 3 of the side plate 3 of the metal fitting.
The side surface provided with b is arranged so as to face each other, and then the high-strength bolt 6
When the steel beam 5 and the side plate portion 3 of the metal fitting for welding are joined with each other, the periphery of the bolt hole 5a of the steel beam 5 is deformed by bolting and fits into the concave portion 3b of the side plate portion. It is possible to bond the steel beam 5 and the pillar-and-beam joining metal fitting 1 by securing the above. The material of the metal fitting 1 for joining the pillar and the beam is cast steel,
Forged steel or spheroidal graphite cast iron can be used.

【0008】なお上記実施例では側板部3と鉄骨はり5
とを直接当接させているが、図3に示すように、鉄骨は
り5と接合用金物の側板部3の間に隙間調整プレート7
を介在させて鉄骨はり5と柱とはりの接合用金物1とを
締め付け固定することもできる。また鉄骨はり5につい
ては、上記実施例ではボルト締めによって鉄骨はりのボ
ルト穴5aの周囲を側板部の凹部3bに嵌入させたが、
側板部の凹部3bに適合する凸部をプレスなどによって
予め鉄骨はり5のボルト穴5aの周囲に設け、該凸部が
側板部の凹部3bに嵌入するように鉄骨はり5を形成す
ることもできる。またそのときには、鉄骨はり5の凸部
を設けた側と反対側の面は、平坦に形成することもでき
る。鉄骨はり5の板厚が厚くなってボルト締めによって
も鉄骨はり5のボルト穴5aの周囲が側板部の凹部3b
にさほど嵌入しないときには、鉄骨はり5に予め上記凸
部を設けておく必要が生じるが、鉄骨はり5の板厚が薄
いときに凸部を設けてもよい。
In the above embodiment, the side plate 3 and the steel beam 5 are
Although they are directly contacted with each other, as shown in FIG. 3, a gap adjusting plate 7 is provided between the steel beam 5 and the side plate portion 3 of the metal fitting.
It is also possible to clamp and fix the steel beam 5 and the metal fitting 1 for joining the column and the beam by interposing. Regarding the steel beam 5, the bolt holes 5a of the steel beam are fitted into the recessed portions 3b of the side plate portion by bolting in the above-described embodiment.
It is also possible to previously provide a convex portion that fits the concave portion 3b of the side plate portion around the bolt hole 5a of the steel beam 5 by pressing or the like, and form the steel beam 5 so that the convex portion fits into the concave portion 3b of the side plate portion. . At that time, the surface of the steel beam 5 on the side opposite to the side where the convex portion is provided can be formed flat. Even if the plate thickness of the steel beam 5 is increased and the bolt is tightened, the periphery of the bolt hole 5a of the steel beam 5 is the recess 3b of the side plate portion.
When the steel beam 5 is not fitted so much, it is necessary to previously provide the convex portion on the steel beam 5, but the convex portion may be provided when the plate thickness of the steel beam 5 is thin.

【0009】次に図4は第2実施例を示し、側板部3の
凹部の形状を鉄骨はり5の軸に対して直角方向に長い長
円形の凹部3cとしたものである。すなわち上記第1実
施例では側板部の凹部3bの形状として、図2に示すよ
うに各ボルト穴3aの開口部毎に円形の凹部3bを設け
たが、鉄骨はり5と柱とはりの接合用金物1との間に必
要な摩擦力は鉄骨はり5の軸方向であるから、この第2
実施例のように凹部3cを鉄骨はり5の軸に対して直角
方向に長い長円形に形成して隣接するボルト穴3a,3
a間に連続させても、鉄骨はり5の軸方向の摩擦力を確
保することができる。
Next, FIG. 4 shows a second embodiment in which the shape of the concave portion of the side plate portion 3 is an oval concave portion 3c which is long in the direction perpendicular to the axis of the steel beam 5. That is, in the first embodiment, as the shape of the concave portion 3b of the side plate portion, the circular concave portion 3b is provided for each opening portion of each bolt hole 3a as shown in FIG. 2, but for joining the steel beam 5 and the column beam Since the frictional force required for the metal 1 is in the axial direction of the steel beam 5, this second
As in the embodiment, the recess 3c is formed in an oval shape elongated in the direction perpendicular to the axis of the steel beam 5, and the adjacent bolt holes 3a, 3 are formed.
Even if it is continued between a, the frictional force in the axial direction of the steel beam 5 can be secured.

【0010】[0010]

【発明の効果】本発明により、少数本のボルトによって
鉄骨はりと接合用金物との間の必要摩擦力を確保するこ
とができ、したがって側板部の長さが短く製造コストの
安価な柱とはりの接合用金物が得られた。
According to the present invention, it is possible to secure the necessary frictional force between the steel beam and the metal fitting with a small number of bolts, and therefore the side plate portion is short and the manufacturing cost is low. The metal fitting for was obtained.

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

【図1】本発明の第1実施例の縦断面図FIG. 1 is a vertical sectional view of a first embodiment of the present invention.

【図2】第1実施例の斜視図FIG. 2 is a perspective view of the first embodiment.

【図3】隙間調整プレートを介在させた態様を示す縦断
面図
FIG. 3 is a vertical sectional view showing a mode in which a gap adjusting plate is interposed.

【図4】第2実施例の斜視図FIG. 4 is a perspective view of a second embodiment.

【図5】従来例の縦断面図FIG. 5 is a vertical sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1…柱とはりの接合用金物 2…基板部 2
a…ボルト穴 3…側板部 3a…ボルト穴 3
b,3c…凹部 4…鉄骨柱 5…鉄骨はり 5
a…ボルト穴 6…ボルト 7…隙間調整プレート
DESCRIPTION OF SYMBOLS 1 ... Joining metal of pillar and beam 2 ... Board part 2
a ... Bolt hole 3 ... Side plate part 3a ... Bolt hole 3
b, 3c ... Recessed portion 4 ... Steel column 5 ... Steel beam 5
a ... Bolt hole 6 ... Bolt 7 ... Gap adjustment plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 久鍋 英史 福岡県北九州市若松区北浜一丁目9番1号 日立金属株式会社若松工場内 (72)発明者 富田 昭夫 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 佐藤 邦昭 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 (72)発明者 佐伯 俊夫 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 中村 嘉宏 東京都港区元赤坂一丁目2番7号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hidefumi Kunabe 1-9-1, Kitahama, Wakamatsu-ku, Kitakyushu, Fukuoka Prefecture Hitachi Metals Co., Ltd. Wakamatsu Factory (72) Inventor Akio Tomita 1-chome, Motoakakasaka, Minato-ku, Tokyo 2-7 Kashima Construction Co., Ltd. (72) Inventor Kuniaki Sato 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Toshio Saeki 2-chome Tobita, Chofu-shi, Tokyo 19 No. 1 Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Yoshihiro Nakamura 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】鉄骨柱に締結される基板部と、該基板部上
に突出させた側板部とを有し、前記基板部に鉄骨柱と接
合するためのボルト穴を形成し、前記側板部に鉄骨はり
と接合するためのボルト穴を穿設した柱とはりの接合用
金物において、 前記側板部に凹部を形成し、該凹部に前記ボルト穴を開
口したことを特徴とする柱とはりの接合用金物。
1. A side plate part having a base plate part fastened to a steel frame pillar and a side plate part projecting above the base plate part, wherein a bolt hole for joining to the steel frame column is formed in the base plate part. In a metal fitting for joining a pillar and a beam in which a bolt hole for joining with a steel beam is formed, a recess is formed in the side plate portion, and the bolt hole is opened in the recess. Joining hardware.
【請求項2】前記側板部の凹部を、鉄骨はりの軸と直角
方向に長い長円形に形成した請求項1記載の柱とはりの
接合用金物。
2. The metal article for joining a pillar and a beam according to claim 1, wherein the concave portion of the side plate portion is formed in an oval shape elongated in a direction perpendicular to the axis of the steel beam.
【請求項3】鋳鋼、鍛鋼、又は球状黒鉛鋳鉄によって形
成した請求項1又は2記載の柱とはりの接合用金物。
3. The metal article for joining a pillar and a beam according to claim 1, which is formed of cast steel, forged steel, or spheroidal graphite cast iron.
JP32263192A 1992-11-06 1992-11-06 Column and beam connecting fitting Pending JPH06146404A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32263192A JPH06146404A (en) 1992-11-06 1992-11-06 Column and beam connecting fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32263192A JPH06146404A (en) 1992-11-06 1992-11-06 Column and beam connecting fitting

Publications (1)

Publication Number Publication Date
JPH06146404A true JPH06146404A (en) 1994-05-27

Family

ID=18145873

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32263192A Pending JPH06146404A (en) 1992-11-06 1992-11-06 Column and beam connecting fitting

Country Status (1)

Country Link
JP (1) JPH06146404A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100454155B1 (en) * 2001-06-20 2004-10-26 신닛뽄세이테쯔 카부시키카이샤 Method for assembling a building structure by steel shapes of thin plate light weight

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438805A (en) * 1977-09-01 1979-03-24 Yamatoya Shokai Method of reticular photographing

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5438805A (en) * 1977-09-01 1979-03-24 Yamatoya Shokai Method of reticular photographing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100454155B1 (en) * 2001-06-20 2004-10-26 신닛뽄세이테쯔 카부시키카이샤 Method for assembling a building structure by steel shapes of thin plate light weight

Similar Documents

Publication Publication Date Title
JPH06146404A (en) Column and beam connecting fitting
JP2000104350A (en) Horizontal-member joint metal
JPH07103608B2 (en) Column base structure
JPH08291560A (en) Column-beam joining part structure
JPH0941562A (en) Column
JP3090791B2 (en) Hollow plate fastening structure
JP2780072B2 (en) Method of manufacturing metal fittings for joining columns and beams
JPS6329047Y2 (en)
JP2003194021A (en) Bolt joint structure for members, nut and metal fitting
JPH05255973A (en) Fixture for column base
JPH08177151A (en) Installation structure for corner panel
JP2567573Y2 (en) Corner panel mounting structure
JPH08135016A (en) Connection metal tool of steel skeleton member
JP2000027295A (en) Connecting method of column to beam in steel structure
JPH0586645A (en) Structure of beam-column joint
JP3014980B2 (en) Wall panels
JP3325794B2 (en) Column / beam joint hardware and column / beam joint structure
JPH10331261A (en) Connection metal tool for building
JP2552356Y2 (en) Pillar hardware
JP3046914U (en) Joints for friction welding square pipes
JPH0642002Y2 (en) Fastening device for joints between columns and cross members in architecture
JP3341918B2 (en) Connection structure of steel frame
JPH0727287Y2 (en) ALC outer wall panel
JP2000008494A (en) Baseplate for column leg
JPH0738506Y2 (en) Panel mounting structure