JPH11172784A - Cross joint structure of brace and method for assembling the same - Google Patents
Cross joint structure of brace and method for assembling the sameInfo
- Publication number
- JPH11172784A JPH11172784A JP34333597A JP34333597A JPH11172784A JP H11172784 A JPH11172784 A JP H11172784A JP 34333597 A JP34333597 A JP 34333597A JP 34333597 A JP34333597 A JP 34333597A JP H11172784 A JPH11172784 A JP H11172784A
- Authority
- JP
- Japan
- Prior art keywords
- joint
- shaft
- cross
- degrees
- main
- 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
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- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は建築物等の鋼構造物
に用いられるブレース材の十字継手構造及びその組立て
方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a brace-shaped cruciform joint structure used for a steel structure such as a building and a method of assembling the same.
【0002】[0002]
【従来の技術】ブレース材は、平鋼による軸材を補剛管
に挿入支持させたシンプルな構造で引張り方向だけでな
く、圧縮方向にも優れたエネルギー吸収能力を有してい
るので、特に中、低層建築物に多く採用されはじめてい
る。2. Description of the Related Art A brace material has a simple structure in which a shaft made of flat steel is inserted and supported in a stiffening tube and has excellent energy absorbing ability not only in the tensile direction but also in the compression direction. It has begun to be widely used in middle and low-rise buildings.
【0003】一例として特開平9−221830号公報
には図9、図10に示すブレース材が開示され、また、
図11には図9のブレース材の取付け構造が開示されて
いる。As an example, Japanese Patent Application Laid-Open No. 9-221830 discloses a brace material shown in FIGS. 9 and 10.
FIG. 11 discloses a mounting structure of the brace material shown in FIG.
【0004】図9は軸材を平鋼にして補剛材を角形管と
したブレース材の一例を示す断面図である。ブレース材
1aは補剛管2と軸材(軸力材ともいう)3から構成さ
れている。FIG. 9 is a sectional view showing an example of a brace material in which a shaft material is a flat steel and a stiffening material is a square tube. The brace member 1a includes a stiffening tube 2 and a shaft member (also referred to as an axial force member) 3.
【0005】補剛管2は角形の鋼管から形成されてお
り、補剛管2の一つの相対する角部内に隙間α、βを設
けて平鋼による軸材3が挿入支持されている。軸材3は
補剛管2より長めに形成され、両端部を接合部としてボ
ルト等を用いて、柱又は梁に取付けられる。The stiffening pipe 2 is formed from a square steel pipe, and gaps α and β are provided in one of the opposite corners of the stiffening pipe 2 to support a shaft member 3 made of flat steel. The shaft member 3 is formed to be longer than the stiffening tube 2, and is attached to a column or a beam using bolts or the like with both ends being joints.
【0006】上記ブレース材1aによれば、軸材3に圧
縮力が作用した時に、軸材3が材芯直角方向にたわみ座
屈するのを補剛管2の角部で拘束するので、軸材3の座
屈が防止される。According to the brace member 1a, when a compressive force acts on the shaft member 3, the bending of the shaft member 3 in the direction perpendicular to the material core and the buckling are restrained at the corners of the stiffening tube 2. 3 is prevented from buckling.
【0007】図10は軸材を平鋼にして補剛材を角形管
としたブレース材の他の例を示す断面図である。ブレー
ス材1bは補剛管2と座屈止め4を具えた軸材3から構
成されている。FIG. 10 is a cross-sectional view showing another example of a brace material in which a shaft material is flat steel and a stiffener is a square tube. The brace member 1b is composed of a shaft member 3 having a stiffening tube 2 and a buckling stopper 4.
【0008】補剛管2は角形の鋼管から形成されてお
り、補剛管2の一つの相対する角部内に隙間α、βを設
けて平鋼による軸材3が挿入支持されている。軸材3に
はあらかじめ座屈止め4が溶接等によって取付けられて
いる。座屈止め4は軸材3と一体的に補剛管2内に挿入
支持されて、補剛管2の他の相対する角部内に隙間γ、
δを形成している。座屈止め4は鋼製のプレート等が用
いられ軸材3を補強している。The stiffening pipe 2 is formed of a square steel pipe, and gaps α and β are provided in one of the opposite corners of the stiffening pipe 2, and a shaft member 3 made of flat steel is inserted and supported. A buckling stopper 4 is attached to the shaft member 3 in advance by welding or the like. The buckling stopper 4 is inserted and supported in the stiffening tube 2 integrally with the shaft member 3, and a gap γ is formed in another opposed corner of the stiffening tube 2.
δ. The buckling stopper 4 uses a steel plate or the like to reinforce the shaft member 3.
【0009】また、図11に示すように、ブレース材1
aの取付け構造には十字継手5が用いられている。補剛
管2内の一つの相対する角部内に挿入支持された軸材3
は、軸材3の端部にスリット3aを設けて、スリット3
aに十字継手5が挿入され、相互に溶接されている。[0009] As shown in FIG.
The cruciform joint 5 is used for the mounting structure a. Shaft 3 inserted and supported in one opposed corner of stiffening tube 2
Is provided with a slit 3a at the end of the shaft 3 so that the slit 3
The cross joint 5 is inserted into a and welded to each other.
【0010】[0010]
【発明が解決しようとする課題】しかしながら、前述し
た特開平9−221830号公報で開示された技術で
は、以下の問題がある。However, the technique disclosed in Japanese Patent Laid-Open No. Hei 9-221830 has the following problems.
【0011】ブレース材1aを建築物等の鋼構造物の取
付け部に図11に示す十字継手5を用いて取付けた場
合、軸材3と十字継手5を構成する継手板との角度が略
45度が一般的に要求されるものであり、軸材3の端部に
スリット3aを設けて、これに十字継手5を挿入して相
互に溶接させて取付る構造では角度を略45度にして溶接
する作業が複雑で、高い熟練度を要し、また、時間もか
かる。When the brace member 1a is attached to the attachment portion of a steel structure such as a building using the cruciform joint 5 shown in FIG. 11, the angle between the shaft member 3 and the joint plate forming the cruciform joint 5 is substantially equal.
45 degrees is generally required. In a structure in which a slit 3a is provided at the end of the shaft member 3 and a cross joint 5 is inserted into the slit 3a and welded to each other, the angle is set to approximately 45 degrees. The welding work is complicated, requires high skill and takes time.
【0012】一方、図10に示すようなブレース材1b
には上記のような十字継手5をそのまま取付け構造とし
て利用することは困難である。On the other hand, a brace material 1b as shown in FIG.
However, it is difficult to use the above-described cross joint 5 as it is as a mounting structure.
【0013】本発明は上記のような問題点の解決を図っ
たものであり、ブレース材の軸材に十字継手が所定の角
度で確実に溶接されることができ、また、座屈止めを具
えた軸材の機能と同様の機能を軸材に付与することので
きるブレース材の十字継手構造およびその組立方法を提
供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and a cruciform joint can be securely welded to a shaft member of a brace material at a predetermined angle. It is an object of the present invention to provide a cross joint structure of a brace material capable of imparting the same function as the function of the shaft member to the shaft member, and an assembling method thereof.
【0014】[0014]
【課題を解決するための手段】第一の発明は角形鋼管に
よる補剛管と該補剛管内の一つの相対する角部に 挿入
支持された平鋼による軸材とを有するブレース材と、十
字継手からなる十字継手構造であって、前記十字継手が
略45度に斜め加工を施した切込み部を有する主継手板
と、一対の分割継手板から構成され、該主継手板の切込
み部に前記軸材の先端部を挿入させて軸材に対して略4
5度に斜めに溶接され、一対の分割継手板が主継手板と
略90度に溶接されており、前記十字継手の一部が前記
補剛管内に挿入支持されるようにしたことを特徴とする
ブレース材の十字継手構造である。A first aspect of the present invention provides a brace material having a stiffening tube made of a square steel pipe, a shaft made of flat steel inserted and supported in one of the opposite corners of the stiffening tube, and a cross member. A cruciform joint structure comprising a joint, wherein the cruciform joint includes a main joint plate having a cut portion subjected to oblique processing at approximately 45 degrees, and a pair of split joint plates. Approximately 4
The pair of split joint plates are welded obliquely at 5 degrees, the pair of split joint plates are welded to the main joint plate at approximately 90 degrees, and a part of the cross joint is inserted and supported in the stiffening pipe. It is a cross joint structure of a brace material.
【0015】第二の発明は角形鋼管による補剛管と該補
剛管内の一つの相対する角部に挿入支持された平鋼によ
る軸材とを有するブレース材と、十字継手からなる十字
継手構造を組立てるにあたり、主継手板に設けた切込み
部に前記軸材の先端部を挿入させ、主継手板を軸材に対
して略45度に斜めに溶接し、次に該主継手板に分割継
手板を略90度に溶接して十字継手を組立て、その十字
継手の一部を前記補剛管内に挿入させることを特徴とす
るブレース材の十字継手構造の組立方法である。According to a second aspect of the present invention, there is provided a cross joint structure comprising a brace member having a stiffening tube made of a square steel tube, a shaft member made of flat steel inserted and supported at one of the opposite corners in the stiffening tube, and a cross joint. In assembling, the leading end of the shaft member is inserted into a cut portion provided in the main joint plate, the main joint plate is welded obliquely to the shaft member at approximately 45 degrees, and then a split joint is formed on the main joint plate. A method of assembling a cross joint structure of a brace material, characterized in that a plate is welded at approximately 90 degrees to assemble a cross joint, and a part of the cross joint is inserted into the stiffening tube.
【0016】本発明の十字継手構造の組立方法によれ
ば、予め完成された十字継手を軸材に溶接により取付け
るのではなく、十字継手を構成する主継手板、一対の分
割継手板を、順次、軸材に溶接により取付けて十字継手
を組立てるので、信頼性のある溶接施工ができ、組立て
られたブレース材の十字継手構造は十字継手が所定の角
度で確実に軸材に溶接されている。According to the method for assembling the cruciform joint structure of the present invention, the main joint plate and the pair of split joint plates constituting the cruciform joint are not sequentially attached to the shaft member by welding, but are sequentially attached. Since the cruciform joint is assembled by welding to the shaft member, reliable welding work can be performed, and the cruciform joint structure of the assembled brace material is securely welded to the shaft member at a predetermined angle.
【0017】また、必要な強度に応じて、溶接量、溶接
加工量を適宜調整できる。Further, the amount of welding and the amount of welding can be appropriately adjusted according to the required strength.
【0018】[0018]
【発明の実施の形態】以下に本発明の実施の形態を図に
よって説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings.
【0019】図1は本発明の一つの実施の形態を示す一
部切欠けを有する側面図であり、図2は図1のA−A線
矢視による正面図であり、図3は図1のB−B線矢視に
よる断面図である。FIG. 1 is a side view partially cut away showing one embodiment of the present invention, FIG. 2 is a front view taken along line AA of FIG. 1, and FIG. It is sectional drawing by the BB line arrow.
【0020】図1、図2、図3に示すように、ブレース
材10aは角形鋼管による補剛管11と、補剛管11内
の一つの相対する角部に隙間θをおいて挿入支持された
平鋼による軸材12とから構成されている。As shown in FIGS. 1, 2 and 3, the brace material 10a is inserted and supported in a stiffening pipe 11 made of a square steel pipe and one opposed corner in the stiffening pipe 11 with a gap θ. And a shaft member 12 made of flat steel.
【0021】本発明の特徴である十字継手13が略45
度に斜め加工を施した切込み部14を有する主継手板1
5と、一対の分割継手板16a、16bから構成されて
いる。主継手板15の切込み部14が軸材12の先端部
12aを挿入させて軸材12に対して略45度に斜めに
溶接され、分割継手板16a、16bが主継手板15と
略90度に溶接されて十字継手13が組立てられてい
る。そして十字継手13の一部13aが補剛管11内に
挿入支持されている。19は溶接部である。The cross joint 13, which is a feature of the present invention, is approximately 45
Main joint plate 1 having a cut portion 14 which is obliquely machined
5 and a pair of split joint plates 16a and 16b. The notch 14 of the main joint plate 15 is obliquely welded at approximately 45 degrees to the shaft member 12 by inserting the distal end portion 12a of the shaft member 12 so that the split joint plates 16a and 16b are substantially 90 degrees with the main joint plate 15. And the cross joint 13 is assembled. A part 13 a of the cruciform joint 13 is inserted and supported in the stiffening tube 11. 19 is a welded portion.
【0022】図4、図5は本発明に用いる主継手板と、
分割継手板の一実施の形態を示す平面図である。FIGS. 4 and 5 show a main joint plate used in the present invention,
It is a top view showing one embodiment of a split joint board.
【0023】図4に示すように、主継手板15は、端部
に切込み部14を有している。切り込み部14は略45
度に斜め加工して開先17aをとり、組立て時に軸材1
2を挿入させて軸材12に対して略45度に斜めに溶接
できるようにしている。18はボルト孔である。As shown in FIG. 4, the main joint plate 15 has a cut portion 14 at an end. The cut portion 14 is approximately 45
At an angle to obtain a groove 17a, and when assembling the shaft 1
2 is inserted so that it can be welded obliquely to the shaft member 12 at approximately 45 degrees. 18 is a bolt hole.
【0024】また、図5に示すように、一対の分割継手
板16a、16bは同じ寸法の板状のもので、端部片側
には点線で囲んで示すように、必要に応じて略45度に
斜め加工して開先17bをとることができる。Further, as shown in FIG. 5, the pair of split joint plates 16a and 16b are plate-shaped having the same dimensions. To form a groove 17b.
【0025】一対の分割継手板16a、16bは、組立
て時に、前述したように、軸材12に対して略45度に
斜めに溶接されている主継手板15を挟んで、対向位置
で主継手板15に略90度に溶接される。18はボルト
孔である。At the time of assembly, the pair of split joint plates 16a and 16b are opposed to each other by the main joint plate 15 which is obliquely welded at approximately 45 degrees to the shaft member 12 as described above. It is welded to the plate 15 at approximately 90 degrees. 18 is a bolt hole.
【0026】次に、図6、図7、図8によって、ブレー
ス材の十字継手構造の組立て方法を述べる。Next, a method of assembling the cross joint structure of the brace material will be described with reference to FIGS.
【0027】図6は主継手板に設けた切込み部に前記軸
材の先端部を挿入させた状態を示す図であり、図7は、
主継手板に一対の分割継手板を取付けた状態を示す図で
あり、図10は十字継手の一部を補剛管内に挿入させた
状態を示す図である。FIG. 6 is a view showing a state in which the tip of the shaft is inserted into a cut portion provided in the main joint plate, and FIG.
FIG. 10 is a diagram illustrating a state where a pair of split joint plates are attached to the main joint plate, and FIG. 10 is a diagram illustrating a state where a part of the cross joint is inserted into the stiffening tube.
【0028】図6に示すように、軸材12の先端部12
aは主継手板15に設けた切込み部14に挿入されてい
る。この後、開先17aが溶接される。溶接にあたり、
略120度の角度の側を溶接できるので、信頼性のある
溶接施工ができる。一対の分割継手板16a、16bは
待機した状態にある。As shown in FIG. 6, the tip 12 of the shaft 12
a is inserted into the cutout 14 provided in the main joint plate 15. Thereafter, the groove 17a is welded. In welding
Since the side having an angle of about 120 degrees can be welded, reliable welding can be performed. The pair of split joint plates 16a and 16b are in a standby state.
【0029】図7に示すように、分割継手板16a、1
6bは、すでに軸材12の先端部12aが主継手板15
に設けた切込み部14に挿入されて、開先17aが溶接
されているので、主継手板15に略90度に溶接され
る。ここで初めて主継手板15と分割継手板16a、1
6からなる十字継手13が組立てられる。ここでは、分
割継手板16a、16bの溶接は主継手板15に略90
度に溶接すればよく、また、端部片側に必要に応じて略
45度に斜め加工して開先17bをとっている場合でも
同様に主継手板15に略90度に溶接すればよいので、
信頼性のある溶接施工ができる。As shown in FIG. 7, the split joint plates 16a,
6b, the front end portion 12a of the shaft 12 is already
The groove 17a is welded to the main joint plate 15 at approximately 90 degrees because the groove 17a is welded to the notch portion 14 provided in the main joint plate 15. Here, for the first time, the main joint plate 15 and the split joint plates 16a, 1
6 is assembled. Here, the welding of the split joint plates 16a and 16b is performed by approximately 90
In addition, even if the groove 17b is formed by obliquely processing one end portion to approximately 45 degrees as necessary and the groove 17b is taken, it is sufficient to similarly weld to the main joint plate 15 at approximately 90 degrees. ,
Reliable welding can be performed.
【0030】図8に示すように、上記のようにして組立
てられた十字継手13はその一部を補剛管11内に挿入
させて、軸材12の補強をさせる。これによって、十字
継手13は前記したような座屈止めを具えた軸材の機能
と同様の機能を付与することができる。As shown in FIG. 8, a part of the cross joint 13 assembled as described above is inserted into the stiffening tube 11 to reinforce the shaft member 12. Thereby, the cruciform joint 13 can provide the same function as the function of the shaft member having the buckling prevention as described above.
【0031】以上の実施の形態に示すように、本発明に
よれば、予め完成された十字継手を軸材に溶接により取
付けるのではなく、十字継手を構成する主継手板、一対
の分割継手板を、順次、軸材に溶接により取付けて十字
継手を組立てるので、信頼性のある溶接施工ができ、組
立てられたブレース材の十字継手構造は十字継手が所定
の角度で確実に軸材に溶接される。また、必要な強度に
応じて、溶接量、溶接加工量を適宜調整できる。As shown in the above embodiments, according to the present invention, the completed cross joint is not attached to the shaft member by welding, but the main joint plate and the pair of split joint plates constituting the cross joint Are sequentially attached to the shaft by welding to assemble the cruciform joint, so that reliable welding can be performed. The cruciform joint structure of the assembled brace material ensures that the cruciform joint is welded to the shaft at a predetermined angle. You. In addition, the amount of welding and the amount of welding work can be appropriately adjusted according to the required strength.
【0032】[0032]
【発明の効果】以上のように、本発明によれば、ブレー
ス材の軸材に十字継手が所定の角度で確実に溶接され、
また、座屈止めを具えた軸材の機能と同様の機能を軸材
に付与することができる。As described above, according to the present invention, the cross joint is securely welded to the shaft member of the brace material at a predetermined angle.
Further, a function similar to the function of the shaft member having buckling prevention can be imparted to the shaft member.
【図1】本発明の一実施の形態を示す切欠けを有する側
面図である。FIG. 1 is a side view having a notch showing an embodiment of the present invention.
【図2】図1のA−A線矢視による正面図である。FIG. 2 is a front view taken along line AA of FIG. 1;
【図3】図1のB−B線矢視による断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 1;
【図4】本発明に用いる主継手板の一実施の形態を示す
平面図である。FIG. 4 is a plan view showing an embodiment of a main joint plate used in the present invention.
【図5】本発明に用いる分割継手板の一実施の形態を示
す平面図である。FIG. 5 is a plan view showing one embodiment of a split joint plate used in the present invention.
【図6】本発明の主継手板を軸材に取付けた状態を示す
図である。FIG. 6 is a view showing a state in which the main joint plate of the present invention is attached to a shaft.
【図7】本発明の分割継手板を軸材に取付けた状態を示
す図である。FIG. 7 is a view showing a state in which the split joint plate of the present invention is attached to a shaft.
【図8】本発明の組立て後の状態を示す図である。FIG. 8 is a view showing a state after assembly according to the present invention.
【図9】従来の軸材を平鋼にして補剛材を角形管とした
ブレース材の一例を示す断面図である。FIG. 9 is a cross-sectional view showing an example of a conventional brace material in which a shaft material is flat steel and a stiffening material is a square tube.
【図10】従来の軸材を平鋼にして補剛材を角形管とし
たブレース材の他の例を示す断面図である。FIG. 10 is a cross-sectional view showing another example of a conventional brace material in which a shaft material is a flat steel and a stiffener is a rectangular tube.
【図11】図9の軸材と継手部材の取付け構造を示す一
例を示す図である。FIG. 11 is a view showing an example of a mounting structure of the shaft member and the joint member of FIG. 9;
10a、10b ブレース材 11 補剛管 12 軸材 13 十字継手 14 切込み部 15 主継手板 16a、16b 分割継手板 17a、17b 開先 18 ボルト孔 19 溶接部 10a, 10b Brace material 11 Stiffening tube 12 Shaft material 13 Cross joint 14 Notch 15 Main joint plate 16a, 16b Split joint plate 17a, 17b Groove 18 Bolt hole 19 Welded part
Claims (2)
つの相対する角部に挿入支持された平鋼による軸材とを
有するブレース材と、十字継手からなる十字継手構造で
あって、前記十字継手が略45度に斜め加工を施した切
込み部を有する主継手板と、一対の分割継手板から構成
され、該主継手板の切込み部に前記軸材の先端部を挿入
させて軸材に対して略45度に斜めに溶接され、一対の
分割継手板が主継手板と略90度に溶接されており、前
記十字継手の一部が前記補剛管内に挿入支持されるよう
にしたことを特徴とするブレース材の十字継手構造。1. A cross joint structure comprising a brace material having a stiffening tube made of a rectangular steel pipe, a shaft made of flat steel inserted and supported at one of the opposite corners in the stiffening tube, and a cruciform joint. A main joint plate having a cut portion in which the cross joint is obliquely processed at approximately 45 degrees, and a pair of split joint plates, and the tip of the shaft is inserted into the cut portion of the main joint plate. The main joint plate and the main joint plate are welded obliquely at approximately 45 degrees with respect to the shaft, and a part of the cross joint is inserted and supported in the stiffening tube. A cross joint structure made of brace material, characterized in that:
つの相対する角部に挿入支持された平鋼による軸材とを
有するブレース材と、十字継手からなる十字継手構造を
組立てるにあたり、主継手板に設けた切込み部に前記軸
材の先端部を挿入させ、主継手板を軸材に対して略45
度に斜めに溶接し、次に該主継手板に分割継手板を略9
0度に溶接して十字継手を組立て、その十字継手の一部
を前記補剛管内に挿入させることを特徴とするブレース
材の十字継手構造の組立方法。2. Assembling a cross joint structure comprising a bracing member having a stiffening tube made of a square steel tube, a shaft member made of flat steel inserted and supported at one of the opposite corners in the stiffening tube, and a cruciform joint. Then, the leading end of the shaft is inserted into a cutout provided in the main joint plate, and the main joint plate is set to approximately 45
At the same time, and then a split joint plate is attached to the main joint plate by approximately 9
A method of assembling a cross joint structure made of a brace material, wherein the cross joint is assembled by welding at 0 degrees, and a part of the cross joint is inserted into the stiffening tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34333597A JP3887919B2 (en) | 1997-12-12 | 1997-12-12 | Method for assembling brace material cross joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34333597A JP3887919B2 (en) | 1997-12-12 | 1997-12-12 | Method for assembling brace material cross joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11172784A true JPH11172784A (en) | 1999-06-29 |
JP3887919B2 JP3887919B2 (en) | 2007-02-28 |
Family
ID=18360736
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34333597A Expired - Fee Related JP3887919B2 (en) | 1997-12-12 | 1997-12-12 | Method for assembling brace material cross joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3887919B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7174680B2 (en) | 2002-05-29 | 2007-02-13 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US7185462B1 (en) | 2003-07-25 | 2007-03-06 | Sme Steel Contractors, Inc. | Double core brace |
US7305799B2 (en) | 2002-05-29 | 2007-12-11 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
CN115787852A (en) * | 2022-11-22 | 2023-03-14 | 中国建筑设计研究院有限公司 | Rigid connection node connecting structure of cross-shaped supporting column and system thereof |
-
1997
- 1997-12-12 JP JP34333597A patent/JP3887919B2/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7174680B2 (en) | 2002-05-29 | 2007-02-13 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US7284358B2 (en) | 2002-05-29 | 2007-10-23 | Sme Steel Contractors, Inc. | Methods of manufacturing bearing brace apparatus |
US7305799B2 (en) | 2002-05-29 | 2007-12-11 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US7716882B2 (en) | 2002-05-29 | 2010-05-18 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US7762026B2 (en) | 2002-05-29 | 2010-07-27 | Sme Steel Contractors, Inc. | Bearing brace apparatus |
US7185462B1 (en) | 2003-07-25 | 2007-03-06 | Sme Steel Contractors, Inc. | Double core brace |
CN115787852A (en) * | 2022-11-22 | 2023-03-14 | 中国建筑设计研究院有限公司 | Rigid connection node connecting structure of cross-shaped supporting column and system thereof |
CN115787852B (en) * | 2022-11-22 | 2023-09-05 | 中国建筑设计研究院有限公司 | Rigid connection node connection structure of cross support column and system thereof |
Also Published As
Publication number | Publication date |
---|---|
JP3887919B2 (en) | 2007-02-28 |
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