JP2001065053A - Diaphragm - Google Patents
DiaphragmInfo
- Publication number
- JP2001065053A JP2001065053A JP24039599A JP24039599A JP2001065053A JP 2001065053 A JP2001065053 A JP 2001065053A JP 24039599 A JP24039599 A JP 24039599A JP 24039599 A JP24039599 A JP 24039599A JP 2001065053 A JP2001065053 A JP 2001065053A
- Authority
- JP
- Japan
- Prior art keywords
- welding
- diaphragm
- inner peripheral
- column member
- column
- 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
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鉄骨構造物を形成
する柱部材と梁部材との接合部分に使用されるダイアフ
ラムに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a diaphragm used for a joint between a column member and a beam member forming a steel structure.
【0002】[0002]
【従来の技術】従来より、鉄骨構造物の柱部材に用いら
れる角形鋼管と、梁部材に用いられるH形鋼との接合部
分では、図10に示すようなダイアフラム90が使用さ
れている。ダイアフラム90は、鋼管柱91が貫通可能
な角形リング状の接合部材92と、接合部材92の外周
に連接された複数の梁連結用部材93とで構成されてい
る。2. Description of the Related Art Conventionally, a diaphragm 90 as shown in FIG. 10 is used at a joint between a square steel pipe used for a column member of a steel structure and an H-shaped steel used for a beam member. The diaphragm 90 includes a square ring-shaped joining member 92 through which the steel pipe column 91 can penetrate, and a plurality of beam connecting members 93 connected to the outer periphery of the joining member 92.
【0003】鋼管柱91の外周にダイアフラム90を装
着し、鋼管柱91の外周と、外ダイアフラム90の接合
部材92とを溶接部94で接合し、梁連結用部材93に
梁部材のフランジを接合することによって、鋼管柱91
と梁部材とを固定する。[0003] A diaphragm 90 is mounted on the outer periphery of a steel tube column 91, the outer periphery of the steel tube column 91 is joined to a joining member 92 of the outer diaphragm 90 at a welding portion 94, and a flange of the beam member is joined to a beam connecting member 93. By doing so, the steel pipe column 91
And the beam member are fixed.
【0004】このようなダイアフラム90を使用するこ
とにより、鋼管柱91を切断することなく、鋼管柱91
と梁部材との接合を行うことができる。By using such a diaphragm 90, the steel pipe column 91 can be cut without cutting the steel pipe column 91.
And the beam member can be joined.
【0005】[0005]
【発明が解決しようとする課題】従来のダイアフラム9
0においては、鋼管柱91の外周と、ダイアフラム90
の接合部材92とを溶接部94で接合するため、接合部
材92の内周縁に予め溶接用開先95が形成されてい
る。SUMMARY OF THE INVENTION A conventional diaphragm 9
0, the outer periphery of the steel pipe column 91 and the diaphragm 90
A welding groove 95 is formed in advance on the inner peripheral edge of the joining member 92 in order to join the joining member 92 with the welding portion 94.
【0006】しかし、この溶接用開先95は底部に向か
って傾斜した形状であるため、溶接作業性が悪いだけで
なく、溶接中、その深い部分まで溶接アークが十分に届
かず、溶け込み不足などによって溶接欠陥を生ずる可能
性が高い。However, since the welding groove 95 has a shape inclined toward the bottom, not only the welding workability is poor, but also the welding arc does not sufficiently reach a deep portion during welding, resulting in insufficient penetration. The possibility of causing welding defects is high.
【0007】溶接部94に欠陥が存在すると、ダイアフ
ラム90と鋼管柱91との接合強度が大きく低下し、大
きな荷重が加わったとき、亀裂や破断の発生源となるお
それがある。[0007] If a defect exists in the welded portion 94, the joining strength between the diaphragm 90 and the steel pipe column 91 is greatly reduced, and when a large load is applied, there is a possibility that a crack or breakage may occur.
【0008】本発明が解決しようとする課題は、柱部材
との溶接作業性が良好で、強度および信頼性の高い溶接
接合部を形成することができるダイアフラムを提供する
ことにある。[0008] An object of the present invention is to provide a diaphragm which has good welding workability with a column member and can form a welded joint having high strength and reliability.
【0009】[0009]
【課題を解決するための手段】前記課題を解決するた
め、本発明のダイアフラムは、柱部材と梁部材との接合
部分に使用されるものであって、柱部材の外周に装着可
能なリング状の接合部材と、接合部材の外周に連接され
た梁連結用部材とを備え、接合部材の内周縁に柱部材外
周との溶接用開先を形成し、溶接用開先の底面に平坦部
を設けたことを特徴とする。In order to solve the above-mentioned problems, a diaphragm according to the present invention is used at a joint between a column member and a beam member, and has a ring shape which can be mounted on the outer periphery of the column member. And a beam connecting member connected to the outer periphery of the joining member, forming a welding groove with the column member outer periphery on the inner peripheral edge of the joining member, and forming a flat portion on the bottom surface of the welding groove. It is characterized by having been provided.
【0010】このような構成とすることにより、溶接開
先の深い部分まで十分に溶接アークがに届くようになる
ため、溶接作業性が良好となり、溶接欠陥も発生せず、
強度および信頼性の高い溶接接合部を形成することがで
きる。[0010] With this configuration, the welding arc can sufficiently reach the deep portion of the welding groove, so that the welding workability is improved and no welding defects are generated.
A weld joint with high strength and reliability can be formed.
【0011】溶接用開先の両端内周面を曲面とすること
により、溶接部の始端、終端における溶接欠陥の発生を
防止することができ、溶接部の信頼性がさらに向上す
る。By making the inner peripheral surfaces of both ends of the welding groove curved, occurrence of welding defects at the start and end of the weld can be prevented, and the reliability of the weld can be further improved.
【0012】溶接用開先を、接合部材の内周縁の直線部
分のみに形成することにより、角形鋼管にダイアフラム
を装着する場合、角形鋼管の製造工程に起因する残留応
力が多い外周コーナー部分を避けて外周平面部分のみに
溶接することが可能となるため、溶接入熱による角形鋼
管の外周コーナー部分の材質劣化を防止することができ
る。[0012] By forming the welding groove only in the straight portion of the inner peripheral edge of the joining member, when the diaphragm is mounted on the rectangular steel pipe, the outer peripheral corner part having a large residual stress due to the manufacturing process of the rectangular steel pipe is avoided. Therefore, it is possible to prevent the deterioration of the material of the outer peripheral corner portion of the square steel pipe due to heat input by welding.
【0013】梁連結用部材の上面と、接合部材の上面と
を略同一面とすることにより、ダイアフラムを柱部材の
上端部分に装着したとき、ダイアフラムの一部が柱部材
の上端面から上に突出することがなくなるため、他の構
造部材などとの干渉をなくすことができ、施工性が向上
する。By making the upper surface of the beam connecting member and the upper surface of the joining member substantially flush with each other, when the diaphragm is mounted on the upper end portion of the column member, a part of the diaphragm rises from the upper end surface of the column member. Since it does not protrude, interference with other structural members and the like can be eliminated, and workability is improved.
【0014】[0014]
【発明の実施の形態】以下、本発明の第1実施形態を図
面に基づいて説明する。図1は第1実施形態のダイアフ
ラムを示す平面図、図2は同正面図、図3は図1のA−
A線断面図、図4は図3の一部拡大図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a first embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a plan view showing a diaphragm according to a first embodiment, FIG. 2 is a front view thereof, and FIG.
4 is a partially enlarged view of FIG. 3.
【0015】ダイアフラム10は、角形鋼管を素材とす
る柱部材11が貫通可能なリング状の接合部材12と、
接合部材12の外周に連接された板状の梁連結用部材1
3とで構成され、梁連結用部材13は接合部材12の中
心から外に向かって徐々に狭幅したテーパ形状をしてい
る。The diaphragm 10 includes a ring-shaped joining member 12 through which a column member 11 made of a square steel pipe can pass.
Plate-shaped beam connecting member 1 connected to the outer periphery of joining member 12
The beam connecting member 13 has a tapered shape gradually narrowing outward from the center of the joining member 12.
【0016】梁連結用部材13の厚さは、接合部材12
の柱部材11長手方向の寸法より小であるが、梁連結用
部材13の両側縁部分には、基端部分から先端部分に向
かって徐々に板厚を薄くした斜面状の補強部14が形成
されている。The thickness of the beam connecting member 13 is
The pillar-shaped member 11 is smaller than the length in the longitudinal direction, but is formed at both side edges of the beam connecting member 13 with a slope-shaped reinforcing portion 14 whose thickness is gradually reduced from the base end to the tip end. Have been.
【0017】接合部材12の上下面の内周縁の直線状部
分には、柱部材11と接合するための溶接用開先16が
形成されている。溶接用開先16は滑らかな凹曲面で形
成され、その底面には平坦部16aが設けられている。
また、溶接用開先16の両端内周面には曲面部16bが
設けられている。A welding groove 16 for joining with the column member 11 is formed in a straight portion on the inner peripheral edge of the upper and lower surfaces of the joining member 12. The welding groove 16 is formed with a smooth concave curved surface, and a flat portion 16a is provided on the bottom surface.
In addition, curved portions 16b are provided on the inner peripheral surfaces of both ends of the welding groove 16.
【0018】ここで、図5を参照して、柱部材11に対
するダイアフラム10の装着方法について説明する。図
5に示すように、ダイアフラム10の接合部材12に柱
部材11を挿通させ、柱部材11の外周面と溶接用開先
16との間に溶接を施すと、ダイアフラム10は溶接部
17によって柱部材11の外周に固定される。Here, a method of mounting the diaphragm 10 on the column member 11 will be described with reference to FIG. As shown in FIG. 5, the column member 11 is inserted into the joining member 12 of the diaphragm 10 and welding is performed between the outer peripheral surface of the column member 11 and the welding groove 16. It is fixed to the outer periphery of the member 11.
【0019】この場合、溶接用開先16は接合部材12
の内周縁の直線状部分のみに形成されているため、溶接
部17は、柱部材11の外周と、ダイアフラム10の接
合部材12の内周とが直線状に対向する部分のみに施工
される。そして、柱部材11の外周コーナー部と、接合
部材12の内周コーナー部との対向部分は溶接されず、
空隙18が設けられている(図1参照)。In this case, the welding groove 16 is connected to the joining member 12.
Is formed only at the linear portion of the inner peripheral edge of the welding member 17, the welded portion 17 is applied only to the portion where the outer periphery of the column member 11 and the inner periphery of the joining member 12 of the diaphragm 10 are linearly opposed. And the opposing part of the outer peripheral corner part of the column member 11 and the inner peripheral corner part of the joining member 12 is not welded,
An air gap 18 is provided (see FIG. 1).
【0020】空隙18が設けられている理由は、角形鋼
管の製造工程に起因する残留応力が柱部材11の外周コ
ーナー部に比較的多く存在するため、このようなコーナ
ー部を溶接すると材質が劣化して強度低下が発生しやす
く、これを回避するためである。The reason why the gap 18 is provided is that, since the residual stress due to the manufacturing process of the rectangular steel pipe is relatively large at the outer peripheral corner of the column member 11, the material deteriorates when such a corner is welded. This is because the strength is likely to be reduced, and this is avoided.
【0021】溶接用開先16の底面には平坦部16aが
設けられているため、溶接の際、その深い部分まで十分
に溶接アークが届き、溶接作業性が良好で、溶接欠陥も
発生せず、強度および信頼性の高い溶接部17を形成す
ることができる。Since the flat portion 16a is provided on the bottom surface of the groove 16 for welding, the welding arc sufficiently reaches a deep portion during welding, so that the welding workability is good and no welding defects occur. Thus, the welded portion 17 having high strength and high reliability can be formed.
【0022】また、溶接用開先16の両端内周面に曲面
部16bが設けられているため、溶接金属が十分に行き
わたって、溶接部17の始端、終端における溶接欠陥の
発生を防止することができ、溶接部17の信頼性向上が
図られる。Further, since the curved portions 16b are provided on the inner peripheral surfaces of both ends of the welding groove 16, the weld metal is sufficiently spread to prevent the occurrence of welding defects at the start and end of the welded portion 17. Therefore, the reliability of the welded portion 17 is improved.
【0023】2つのダイアフラム10を上下方向に所定
間隔をおいて柱部材11の外周に装着した後、図5に示
すように、ダイアフラム10の梁連結用部材13の先端
に、それぞれ梁部材15のフランジ15aを溶接するこ
とによって、柱部材11と梁部材15とを接合する。After the two diaphragms 10 are mounted on the outer periphery of the column member 11 at predetermined intervals in the vertical direction, as shown in FIG. 5, each of the beam members 15 is attached to the distal end of the beam connecting member 13 of the diaphragm 10. The column member 11 and the beam member 15 are joined by welding the flange 15a.
【0024】なお、本実施形態のダイアフラム10は、
接合部材12の周囲に3つの梁連結用部材13を備えて
いるが、これに限定するものではなく、柱部材11に接
合する梁部材15の本数に対応させて、梁連結用部材1
3の個数を1〜2つあるいは4つ以上とすることが可能
である。Note that the diaphragm 10 of the present embodiment is
Although three beam connecting members 13 are provided around the joining member 12, the present invention is not limited to this, and the beam connecting member 1 may be provided in accordance with the number of beam members 15 joined to the column member 11.
The number of 3 can be 1 to 2 or 4 or more.
【0025】次に、図6〜9を参照して、本発明の第2
実施形態について説明する。図6は第2実施形態のダイ
アフラムを示す平面図、図7は同正面図、図8は図6の
B−B線断面図、図9は図6のダイアフラムを柱部材に
装着した状態を示す斜視図である。Next, referring to FIGS. 6 to 9, the second embodiment of the present invention will be described.
An embodiment will be described. 6 is a plan view showing the diaphragm of the second embodiment, FIG. 7 is a front view of the same, FIG. 8 is a sectional view taken along line BB of FIG. 6, and FIG. 9 shows a state where the diaphragm of FIG. It is a perspective view.
【0026】ダイアフラム20は、ダイアフラム10と
同様、角形鋼管を素材とする柱部材11が貫通可能なリ
ング状の接合部材22と、接合部材22の外周に連接さ
れた板状の梁連結用部材23とで構成され、梁連結用部
材23は接合部材22の中心から外に向かって徐々に狭
幅したテーパ形状をしている。As in the case of the diaphragm 10, the diaphragm 20 has a ring-shaped joining member 22 through which a column member 11 made of a square steel pipe can penetrate, and a plate-shaped beam connecting member 23 connected to the outer periphery of the joining member 22. The beam connecting member 23 has a tapered shape gradually narrowing outward from the center of the joining member 22.
【0027】梁連結用部材23の厚さは、接合部材22
の柱部材11長手方向の寸法より小であり、梁連結用部
材23の上面は接合部材22の上面と同一面をなしてい
る。また、梁連結用部材23の下面の両側縁部分には、
基端部分から先端部分に向かって徐々に板厚を薄くした
斜面状の補強部24が形成されている。The thickness of the beam connecting member 23 is
The upper surface of the beam connecting member 23 is the same as the upper surface of the joining member 22. In addition, on both side edges of the lower surface of the beam connecting member 23,
A slope-shaped reinforcing portion 24 is formed in which the thickness is gradually reduced from the base end portion toward the tip end portion.
【0028】接合部材22の上下面の内周縁の直線状部
分には、柱部材11と接合するための溶接用開先26が
形成されている。溶接用開先26は滑らかな凹曲面で形
成され、その底面には平坦部26aが設けられている。
また、溶接用開先16の両端内周面には曲面部26bが
設けられている。A welding groove 26 for joining to the column member 11 is formed in a linear portion on the inner peripheral edge of the upper and lower surfaces of the joining member 22. The welding groove 26 is formed with a smooth concave curved surface, and a flat portion 26a is provided on the bottom surface.
In addition, curved surfaces 26b are provided on the inner peripheral surfaces of both ends of the welding groove 16.
【0029】図9に示すように、ダイアフラム10を前
述した手順で柱部材11の外周に接合した後、柱部材1
1の上端11aに、ダイアフラム20の接合部材22を
装着し、柱部材11の外周面と溶接用開先26との間に
溶接を施すことにより、ダイアフラム20は溶接部27
によって柱部材11の外周に固定される。As shown in FIG. 9, after the diaphragm 10 is joined to the outer periphery of the column member 11 in the above-described procedure,
By attaching the joining member 22 of the diaphragm 20 to the upper end 11a of the first member 1 and performing welding between the outer peripheral surface of the column member 11 and the welding groove 26, the diaphragm 20
Thus, it is fixed to the outer periphery of the column member 11.
【0030】この場合、溶接用開先26は接合部材22
の内周縁の直線状部分のみに形成されているため、溶接
部27は、柱部材11の上端11aの外周と、ダイアフ
ラム20の接合部材22の内周とが直線状に対向する部
分のみに施工され、柱部材11の上端11aの外周コー
ナー部と、接合部材22の内周コーナー部との対向部分
は溶接されず、空隙28が設けられている。空隙28を
設けている理由などは第1実施形態の場合と同じであ
る。In this case, the welding groove 26 is connected to the joining member 22.
Is formed only at the linear portion of the inner peripheral edge of the column member 11, the welded portion 27 is formed only at the portion where the outer periphery of the upper end 11a of the column member 11 and the inner periphery of the joining member 22 of the diaphragm 20 are linearly opposed. The facing portion between the outer peripheral corner of the upper end 11a of the column member 11 and the inner peripheral corner of the joining member 22 is not welded, and a gap 28 is provided. The reason for providing the gap 28 and the like are the same as in the first embodiment.
【0031】この後、梁部材15の上下フランジ15a
をそれぞれダイアフラム10,20の梁連結用部材1
3,23の先端に溶接することにより、柱部材11と梁
部材15とを接合することができる。Thereafter, the upper and lower flanges 15a of the beam member 15
To the beam connecting members 1 of the diaphragms 10 and 20, respectively.
The column member 11 and the beam member 15 can be joined by welding to the tips of the members 3 and 23.
【0032】ダイアフラム20では、梁連結用部材23
の上面と、接合部材22の上面とが同一面をなしている
ため、柱部材11の上端部分に装着したとき、ダイアフ
ラム20の一部が柱部材11の上端面から上に突出する
ことがない。したがって、鉄骨構造物の最上部などにお
いて柱部材11と梁部材15と接合するような場合、ダ
イアフラム20の一部が屋根材などの他の構造部材など
と干渉することがなく、施工性に優れている。In the diaphragm 20, the beam connecting member 23
And the upper surface of the joining member 22 are flush with each other, so that when mounted on the upper end portion of the column member 11, a part of the diaphragm 20 does not protrude upward from the upper end surface of the column member 11. . Therefore, in the case where the column member 11 and the beam member 15 are joined at the uppermost portion of the steel structure or the like, a part of the diaphragm 20 does not interfere with other structural members such as a roof material, and the workability is excellent. ing.
【0033】なお、本実施形態のダイアフラム20も、
接合部材22の周囲に3つの梁連結用部材23を備えて
いるが、これに限定するものではなく、柱部材11に接
合する梁部材15の本数に対応させて、梁連結用部材2
3の個数を1〜2つあるいは4つ以上とすることができ
る。Note that the diaphragm 20 of the present embodiment also
Although three beam connecting members 23 are provided around the joining member 22, the present invention is not limited to this, and the beam connecting members 2 may be provided in accordance with the number of the beam members 15 joined to the column member 11.
The number of 3 can be 1 to 2 or 4 or more.
【0034】[0034]
【発明の効果】本発明により、以下に示す効果を奏す
る。According to the present invention, the following effects can be obtained.
【0035】(1)柱部材の外周に装着可能なリング状
の接合部材と、接合部材の外周に連接された梁連結用部
材とを備え、接合部材の内周縁に柱部材外周との溶接用
開先を形成し、溶接用開先の底面に平坦部を設けること
により、溶接開先の深い部分まで十分に溶接アークがに
届くようになるため、溶接作業性が良好となり、溶接欠
陥も発生せず、強度および信頼性の高い溶接接合部を形
成することができる。(1) A ring-shaped joining member that can be attached to the outer periphery of the column member, and a beam connecting member connected to the outer periphery of the joining member, for welding the inner peripheral edge of the joining member to the outer periphery of the column member. By forming a groove and providing a flat part on the bottom of the welding groove, the welding arc can reach the deep part of the welding groove sufficiently, so that welding workability is improved and welding defects occur. Without forming a welded joint having high strength and high reliability.
【0036】(2)溶接用開先の両端内周面を曲面とす
ることにより、溶接部の始端および終端における溶接欠
陥の発生を防止することができ、溶接部の信頼性がさら
に向上する。(2) By forming the inner peripheral surfaces of both ends of the welding groove as curved surfaces, it is possible to prevent the occurrence of welding defects at the start and end of the welded portion, thereby further improving the reliability of the welded portion.
【0037】(3)溶接用開先を、接合部材の内周縁の
直線部分のみに形成することにより、角形鋼管にダイア
フラムを装着する場合、角形鋼管の製造工程に起因する
残留応力が多い外周コーナー部分を避けて外周平面部分
のみに溶接することが可能となるため、溶接入熱による
角形鋼管の外周コーナー部分の材質劣化を防止すること
ができる。(3) By forming the welding groove only on the straight portion of the inner peripheral edge of the joining member, when the diaphragm is mounted on the rectangular steel pipe, the outer peripheral corner where there is much residual stress due to the manufacturing process of the rectangular steel pipe. Since it is possible to weld only to the outer peripheral flat portion avoiding the portion, it is possible to prevent deterioration of the material of the outer peripheral corner portion of the square steel pipe due to welding heat input.
【0038】(4)梁連結用部材の上面と、接合部材の
上面とを略同一面とすることにより、ダイアフラムを柱
部材の上端部分に装着したとき、ダイアフラムの一部が
柱部材の上端面から上に突出することがなくなるため、
他の構造部材などとの干渉をなくすことができ、施工性
が向上する。(4) By making the upper surface of the beam connecting member and the upper surface of the joining member substantially flush with each other, when the diaphragm is mounted on the upper end portion of the column member, a part of the diaphragm becomes the upper end surface of the column member. Because it will not protrude upward from
Interference with other structural members can be eliminated, and workability is improved.
【図1】 第1実施形態のダイアフラムを示す平面図で
ある。FIG. 1 is a plan view showing a diaphragm according to a first embodiment.
【図2】 図1のダイアフラムの正面図である。FIG. 2 is a front view of the diaphragm of FIG.
【図3】 図1のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 1;
【図4】 図3の一部拡大図である。FIG. 4 is a partially enlarged view of FIG. 3;
【図5】 図1のダイアフラムを柱部材に装着した状態
を示す斜視図である。FIG. 5 is a perspective view showing a state where the diaphragm of FIG. 1 is mounted on a column member.
【図6】 第2実施形態のダイアフラムを示す平面図で
ある。FIG. 6 is a plan view showing a diaphragm according to a second embodiment.
【図7】 図6のダイアフラムの正面図である。FIG. 7 is a front view of the diaphragm shown in FIG. 6;
【図8】 図6のB−B線断面図である。FIG. 8 is a sectional view taken along line BB of FIG. 6;
【図9】 図6のダイアフラムを柱部材に装着した状態
を示す斜視図である。FIG. 9 is a perspective view showing a state where the diaphragm of FIG. 6 is mounted on a pillar member.
【図10】 従来のダイアフラムを示す斜視図である。FIG. 10 is a perspective view showing a conventional diaphragm.
10,20 ダイアフラム 11 柱部材 11a 上端 12,22 接合部材 13,23 梁連結用部材 14,24 補強部 15 梁部材 15a フランジ 16,26 溶接用開先 16a,26a 平坦部 16b,26b 曲面部 17,27 溶接部 18,28 空隙 10, 20 Diaphragm 11 Column member 11a Upper end 12,22 Joint member 13,23 Beam connection member 14,24 Reinforcement part 15 Beam member 15a Flange 16,26 Welding groove 16a, 26a Flat part 16b, 26b Curved surface part 17, 27 Weld 18, 28 Air gap
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E125 AA04 AA14 AB01 AB16 AC15 AC16 AG49 AG57 BB22 BB27 BC06 BD01 BE08 BF01 CA90 4E081 FA14 YB02 YB03 YB04 YR04 YX02 YX08 YX09 ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2E125 AA04 AA14 AB01 AB16 AC15 AC16 AG49 AG57 BB22 BB27 BC06 BD01 BE08 BF01 CA90 4E081 FA14 YB02 YB03 YB04 YR04 YX02 YX08 YX09
Claims (4)
るダイアフラムであって、柱部材の外周に装着可能なリ
ング状の接合部材と、前記接合部材の外周に連接された
梁連結用部材とを備え、前記接合部材の内周縁に前記柱
部材外周との溶接用開先を形成し、前記溶接用開先の底
面に平坦部を設けたことを特徴とするダイアフラム。1. A diaphragm used in a joint portion between a column member and a beam member, wherein the ring-shaped joint member can be mounted on an outer periphery of the column member, and a beam connecting member connected to the outer periphery of the joint member. A diaphragm formed on the inner peripheral edge of the joining member, the groove for welding to the outer periphery of the column member, and a flat portion provided on the bottom surface of the groove for welding.
た請求項1記載のダイアフラム。2. The diaphragm according to claim 1, wherein inner peripheral surfaces of both ends of the welding groove are curved.
縁の直線部分のみに形成した請求項1または2記載のダ
イアフラム。3. The diaphragm according to claim 1, wherein the groove for welding is formed only on a straight portion of an inner peripheral edge of the joining member.
材の上面とを略同一面とした請求項1〜3のいずれかに
記載のダイアフラム。4. The diaphragm according to claim 1, wherein an upper surface of the beam connecting member and an upper surface of the joining member are substantially flush with each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24039599A JP3356128B2 (en) | 1999-08-26 | 1999-08-26 | Diaphragm |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24039599A JP3356128B2 (en) | 1999-08-26 | 1999-08-26 | Diaphragm |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001065053A true JP2001065053A (en) | 2001-03-13 |
JP3356128B2 JP3356128B2 (en) | 2002-12-09 |
Family
ID=17058852
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24039599A Expired - Lifetime JP3356128B2 (en) | 1999-08-26 | 1999-08-26 | Diaphragm |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3356128B2 (en) |
-
1999
- 1999-08-26 JP JP24039599A patent/JP3356128B2/en not_active Expired - Lifetime
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Publication number | Publication date |
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JP3356128B2 (en) | 2002-12-09 |
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