JP2000291289A - Joining structure of earthquake resistant member - Google Patents

Joining structure of earthquake resistant member

Info

Publication number
JP2000291289A
JP2000291289A JP11100403A JP10040399A JP2000291289A JP 2000291289 A JP2000291289 A JP 2000291289A JP 11100403 A JP11100403 A JP 11100403A JP 10040399 A JP10040399 A JP 10040399A JP 2000291289 A JP2000291289 A JP 2000291289A
Authority
JP
Japan
Prior art keywords
steel
joining
reinforced concrete
joint
steel material
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
JP11100403A
Other languages
Japanese (ja)
Inventor
Hiroyuki Narihara
弘之 成原
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP11100403A priority Critical patent/JP2000291289A/en
Publication of JP2000291289A publication Critical patent/JP2000291289A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To join an earthquake resistant member having a joining part of steel frame structure to upper and lower reinforced concrete beams simply and with high strength. SOLUTION: A joining structure of a shear panel 7 which is disposed between upper and lower reinforced concrete beams 2 and of which the joining parts 8 are made to be of steel frame structure has a steel material 4b for upper-side joining which is embedded in the reinforced concrete beam 2 on the upper side and of which the end part projects downward, a steel material 4a for lower-side joining which is embedded in the reinforced concrete beam 2 on the lower side and of which the end part projects upward and reinforcing members 6 which reinforce the upper and lower reinforced concrete beams 2, and the joining parts 8 of the shear panel 7 are joined to the steel material 4b for upper-side joining and the steel material 4a for lower-side joining by high-strength bolts 10 with connecting plates 9 interposed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、上下の鉄筋コンク
リート梁の間に配設される耐震部材の接合構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure of an earthquake-resistant member disposed between upper and lower reinforced concrete beams.

【0002】[0002]

【従来の技術】鋼板耐震壁や鉄骨間柱等の耐震部材は鋼
材の履歴エネルギーの吸収能力に優れており、鉄骨構造
骨組に組み込まれて耐震性に優れた構造骨組を構築する
のに役立っている。
2. Description of the Related Art Earthquake-resistant members such as steel plate earthquake-resistant walls and steel studs have excellent ability to absorb the hysteresis energy of steel materials, and are incorporated into steel frame structures to help build a structural frame with excellent earthquake resistance. .

【0003】[0003]

【発明が解決しようとする課題】ところで、鉄筋コンク
リート造(RC造)の骨組についても、鋼板耐震壁や鉄
骨間柱等の耐震部材を組み込んで耐震性に優れた構造骨
組を構築することが可能と考えられるが、この場合、接
合部が鉄骨構造とされた耐震部材をRC造骨組にどのよ
うに接合するかが問題となる。
By the way, regarding a reinforced concrete frame (RC frame), it is considered that a structural frame excellent in earthquake resistance can be constructed by incorporating seismic members such as steel plate shear walls and steel studs. However, in this case, there is a problem how to join the seismic member having the steel structure to the RC frame.

【0004】本発明はかかる技術的背景を鑑みてなされ
たものであり、上下の鉄筋コンクリート梁に接合部が鉄
骨構造の耐震部材を簡単且つ高強度で接合することがで
きる耐震部材の接合構造を提供することを目的とする。
The present invention has been made in view of such technical background, and provides a joint structure of an earthquake-resistant member in which a joint can be easily and highly strongly joined to an upper and lower reinforced concrete beam at a joint portion. The purpose is to do.

【0005】[0005]

【課題を解決するための手段】かかる目的を達成するた
めに、本発明に係る耐震部材の接合構造は、上下の鉄筋
コンクリート梁の間に配設され、接合部が鉄骨構造とさ
れた耐震部材の接合構造であって、上側の鉄筋コンクリ
ート梁に埋め込まれて端部が下方に突出する上側接合用
鋼材と、下側の鉄筋コンクリート梁に埋め込まれて端部
が上方に突出する下側接合用鋼材と、上下の鉄筋コンク
リート梁を補強する補強部材とを備え、前記耐震部材の
接合部を上側接合用鋼材及び下側接合用鋼材に接合した
ことを特徴とする。
In order to achieve the above object, a joint structure of an earthquake-resistant member according to the present invention is provided between an upper and lower reinforced concrete beam, and a joint portion of the earthquake-resistant member having a steel frame structure. An upper joint steel material embedded in the upper reinforced concrete beam and having an end protruding downward, and a lower joint steel material embedded in the lower reinforced concrete beam and having an end protruding upward, A reinforcing member for reinforcing the upper and lower reinforced concrete beams, wherein a joint of the earthquake-resistant member is joined to an upper joining steel material and a lower joining steel material.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を図を
参照して説明する。図1は本発明の実施の形態の一例で
ある耐震部材の接合構造を説明するための説明図、図2
は図1の接合構造の変形例を示す説明図、図3は図2の
耐震部材の接合構造の建て方の一例を説明するための説
明図、図4は本発明の他の実施の形態である耐震部材の
接合構造を説明するための説明図、図5は図4の接合構
造の変形例を示す図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory view for explaining a joint structure of an earthquake-resistant member according to an embodiment of the present invention, and FIG.
Is an explanatory view showing a modified example of the joint structure of FIG. 1, FIG. 3 is an explanatory view for explaining an example of how to build the joint structure of the earthquake-resistant member of FIG. 2, and FIG. 4 is another embodiment of the present invention. FIG. 5 is an explanatory view for explaining a joint structure of a certain earthquake-resistant member, and FIG. 5 is a view showing a modification of the joint structure of FIG.

【0007】図1及び図2に示すように、鉄筋コンクリ
ート柱(以下、RC柱という。)1間には上下方向に複
数の鉄筋コンクリート梁(以下、RC梁という。)2が
掛け渡されている。RC梁2の軸方向の略中央部には、
短尺なH型鋼3がその軸線を鉛直方向に向けて埋設され
ている。H型鋼3は上下端部がそれぞれRC梁2から突
出しており、上端側の突出端が下側接合用鋼材4aとさ
れ、下端側の突出端が上側接合用鋼材4bとされてい
る。また、H型鋼3の両フランジ部5a,5bの間のR
C梁2の上下面には鋼板のスチフナ(補強部材)6が埋
設されており、これにより、H型鋼3とRC梁2の接合
部の強度アップが図られている。
As shown in FIGS. 1 and 2, a plurality of reinforced concrete beams (hereinafter, referred to as RC beams) 2 are extended vertically between reinforced concrete columns (hereinafter, referred to as RC columns) 1. At the approximate center of the RC beam 2 in the axial direction,
A short H-shaped steel 3 is buried with its axis directed vertically. The upper and lower ends of the H-shaped steel 3 project from the RC beam 2, respectively. The upper end of the H-shaped steel 3 is a lower joining steel material 4a, and the lower end of the H-shaped steel 3 is an upper joining steel material 4b. Also, the distance between the flanges 5a and 5b of the H-section steel 3
Steel stiffeners (reinforcing members) 6 are buried in the upper and lower surfaces of the C beam 2, thereby increasing the strength of the joint between the H-beam 3 and the RC beam 2.

【0008】上側のRC梁2の上側接合用鋼材4bと下
側のRC梁2の下側接合用鋼材4aとの間にはせん断パ
ネル(耐震部材)7が配設されている。せん断パネル7
の上下端部には、H型鋼3と同一の断面形状のH型鋼か
らなる接合部8がそれぞれ取り付けられている。せん断
パネル7の素材としては、一般の構造用鋼材又はそれよ
り降伏点の低い低降伏点鋼や極低降伏点鋼を用いること
ができる。
A shear panel (seismic member) 7 is disposed between the upper joining steel 4b of the upper RC beam 2 and the lower joining steel 4a of the lower RC beam 2. Shear panel 7
At the upper and lower end portions, joints 8 made of an H-shaped steel having the same cross-sectional shape as the H-shaped steel 3 are attached. As a material of the shear panel 7, a general structural steel material, a low-yield point steel having a lower yield point, or an extremely low-yield point steel can be used.

【0009】そして、せん断パネル7の上端側の接合部
8と上側接合用鋼材4bとを連結板9を介して高力ボル
ト10等で結合するとともに、せん断パネル7の下端側
の接合部8と下側接合用鋼材4aとを連結板9を介して
高力ボルト10等で結合することにより、せん断パネル
7、上下の接合部8、上側接合用鋼材4b及び下側接合
用鋼材4aによって鉄骨間柱11が構成されるようにな
っている。なお、せん断パネル7の素材として、低降伏
点鋼や極低降伏点鋼を用いた場合は、鉄骨間柱を制振間
柱と呼ぶこともある。
Then, the joining portion 8 on the upper end side of the shear panel 7 and the upper joining steel member 4b are joined by a high-strength bolt 10 or the like via a connecting plate 9, and the joining portion 8 on the lower end side of the shear panel 7 is joined to the joining portion 8 on the lower end side. By connecting the lower joining steel member 4a to the lower joining steel member 4a via the connecting plate 9 with a high-strength bolt 10 or the like, the steel frame stud is formed by the shear panel 7, the upper and lower joining members 8, the upper joining steel member 4b, and the lower joining steel member 4a. 11 are configured. When low yield point steel or extremely low yield point steel is used as the material of the shear panel 7, the steel frame stud may be referred to as a vibration damping stud.

【0010】このように、この実施の形態では、接合部
8が鉄骨構造とされたせん断パネル7を上下のRC梁2
に簡単に接合して鉄骨間柱11を構成することができ、
しかも、鋼板のスチフナ6によりH型鋼3とRC梁2の
接合部の強度アップが図られているため、結果としてR
C梁2と鉄骨間柱11とを高強度で接合することがで
き、該接合部の破壊等を良好に防止することができる。
As described above, in this embodiment, the shear panel 7 having the joint portion 8 having the steel structure is used to connect the upper and lower RC beams 2 to each other.
Can be easily joined to form the steel studs 11,
In addition, the strength of the joint between the H-beam 3 and the RC beam 2 is increased by the stiffener 6 of the steel plate.
It is possible to join the C beam 2 and the steel frame pillar 11 with high strength, and it is possible to satisfactorily prevent breakage of the joint.

【0011】なお、上記実施の形態では、RC梁2の上
下面に埋設された鋼板のスチフナ6によりH型鋼3とR
C梁2の接合部の強度アップを図るようにしているが、
これに代えて、例えば図2に示すように、鉄骨間柱11
が接合されるRC梁2の中央部にH型鋼、I型鋼、T型
鋼等の鉄骨(補強部材)12を埋設して部分的にSRC
梁とし、これにより、接合部の強度をより向上させるよ
うにしてもよく、また、鉄骨12の両端をRC柱1まで
延長(図に破線で示す。)して更なる接合部の強度アッ
プを図るようにしてもよい。
In the above embodiment, the H-shaped steel 3 and the R-shaped steel 3 are reinforced by the steel stiffeners 6 embedded on the upper and lower surfaces of the RC beam 2.
We are trying to increase the strength of the joint of C beam 2,
Alternatively, for example, as shown in FIG.
A steel frame (reinforcement member) 12 such as an H-shaped steel, an I-shaped steel, or a T-shaped steel is buried in a central portion of an RC beam 2 to which SRC is to be joined, and partially SRC
A beam may be used to further improve the strength of the joint. Further, both ends of the steel frame 12 are extended to the RC columns 1 (shown by broken lines in the drawing) to further increase the strength of the joint. You may make it aim.

【0012】また、RC柱1と、H型鋼3及び補強部材
が設置されたRC梁2とは現場打ち鉄筋コンクリート造
でもプレキャスト鉄筋コンクリート造でもよいが、プレ
キャスト鉄筋コンクリート造の方が工期の短縮化や施工
コストの低減を図る上で好ましい。図3は図2の接合構
造で上側のRC梁2をプレキャスト鉄筋コンクリート造
とした場合の建て方の一例であり、この場合、せん断パ
ネル7の下端側の接合部8を予め下側のRC梁2の下側
接合用鋼材4aに接合しておいてもよい。
The RC column 1 and the RC beam 2 on which the H-shaped steel 3 and the reinforcing members are installed may be cast-in-place reinforced concrete or precast reinforced concrete. It is preferable in reducing the amount of slag. FIG. 3 shows an example of a method of building when the upper RC beam 2 is made of precast reinforced concrete in the joint structure of FIG. 2. In this case, the joint 8 on the lower end side of the shear panel 7 is previously attached to the lower RC beam 2. May be joined to the lower joining steel material 4a.

【0013】次に、図4及び図5を参照して、本発明の
他の実施の形態である耐震部材の接合構造を説明する。
尚、上述した実施の形態と重複する部分については同一
符号を付して説明する。鉄筋コンクリート柱(以下、R
C柱という。)1間には上下方向に複数の鉄筋コンクリ
ート梁(以下、RC梁という。)2が掛け渡されてい
る。RC梁2の軸方向の略中央部には、短尺なH型鋼3
0がその軸線を鉛直方向に向けて埋設されている。H型
鋼30は上下端部がそれぞれRC梁2から突出してお
り、上端側の突出端が下側接合用鋼材40aとされ、下
端側の突出端が上側接合用鋼材40bとされている。ま
た、H型鋼30の両フランジ部50a,50bの間のR
C梁2の上下面には鋼板のスチフナ(補強部材)60が
埋設されており、これにより、H型鋼30とRC梁2の
接合部の強度アップが図られている。
Next, with reference to FIGS. 4 and 5, a description will be given of a joint structure of an earthquake-resistant member according to another embodiment of the present invention.
Note that the same parts as those in the above-described embodiment will be described with the same reference numerals. Reinforced concrete columns (hereinafter R
It is called C pillar. 1), a plurality of reinforced concrete beams (hereinafter, referred to as RC beams) 2 are extended vertically. Near the center of the RC beam 2 in the axial direction, a short H-shaped steel 3
0 is buried with its axis oriented vertically. The upper and lower ends of the H-shaped steel 30 project from the RC beam 2, respectively. The upper end of the H-shaped steel 30 is a lower joining steel material 40a, and the lower end of the H-shaped steel 30 is an upper joining steel material 40b. In addition, the distance between the flanges 50a and 50b of the H-section
Steel stiffeners (reinforcing members) 60 are embedded in the upper and lower surfaces of the C beam 2, thereby increasing the strength of the joint between the H-beam 30 and the RC beam 2.

【0014】上側のRC梁2の上側接合用鋼材40bと
下側のRC梁2の下側接合用鋼材40aとの間にはスチ
フナ71により補強された鋼板耐震壁(耐震部材)70
が配設されている。鋼板耐震壁70の上下端部には、H
型鋼30と同一の断面形状のH型鋼からなる接合部80
がそれぞれ取り付けられている。尚、鋼板耐震壁70の
素材としては、一般の構造用鋼材又はそれより降伏点の
低い低降伏点鋼や極低降伏点鋼を用いることができる。
Between the upper joint steel member 40b of the upper RC beam 2 and the lower joint steel member 40a of the lower RC beam 2, a steel plate earthquake-resistant wall (seismic member) 70 reinforced by a stiffener 71 is provided.
Are arranged. The upper and lower ends of the steel plate shear wall 70
A joint portion 80 made of an H-shaped steel having the same cross-sectional shape as the shape steel 30
Are attached respectively. In addition, as a material of the steel plate earthquake-resistant wall 70, a general structural steel material, a low-yield-point steel having a lower yield point or an extremely-low-yield-point steel can be used.

【0015】そして、鋼板耐震壁70の上端側の接合部
80と上側接合用鋼材40bとを連結板90を介して高
力ボルト10等で結合するとともに、鋼板耐震壁70の
下端側の接合部80と下側接合用鋼材40aとを連結板
90を介して高力ボルト10等で結合することにより、
鋼板耐震壁70が上下の接合部80、上側接合用鋼材4
0b及び下側接合用鋼材40aを介して上下のRC梁2
に接合される。なお、鋼板耐震壁70とRC柱1との間
には開口部が形成されており、該開口部は通路や窓等と
して建築平面計画上で有効に利用される。また、鋼板耐
震壁70の素材として、低降伏点鋼や極低降伏点鋼を用
いた場合は、鋼板耐震壁70を鋼板制振壁と呼ぶことも
ある。
Then, the joint 80 on the upper end side of the steel plate earthquake-resistant wall 70 and the upper joining steel material 40b are joined by the high-strength bolt 10 or the like via the connecting plate 90, and the joint portion on the lower end side of the steel plate earthquake-resistant wall 70 is provided. 80 and the lower joining steel material 40a are connected by a high-strength bolt 10 or the like via a connecting plate 90,
Steel plate shear wall 70 has upper and lower joints 80, upper joint steel 4
0b and the upper and lower RC beams 2 via the lower joining steel material 40a.
Joined to. In addition, an opening is formed between the steel plate earthquake-resistant wall 70 and the RC column 1, and the opening is effectively used as a passage, a window, or the like on a building plan. When a low yield point steel or an extremely low yield point steel is used as a material of the steel plate earthquake-resistant wall 70, the steel plate earthquake-resistant wall 70 may be called a steel plate vibration-damping wall.

【0016】このように、この実施の形態では、接合部
80が鉄骨構造とされた鋼板耐震壁70を上下のRC梁
2に簡単に接合することができ、しかも、鋼板のスチフ
ナ60によりH型鋼30とRC梁2の接合部の強度アッ
プが図られているため、結果としてRC梁2と鋼板耐震
壁70とを高強度で接合することができ、該接合部の破
壊等を良好に防止することができる。
As described above, in this embodiment, the steel plate shear wall 70 in which the joint portion 80 has a steel structure can be easily joined to the upper and lower RC beams 2, and the H-shaped steel stiffener 60 is used for the steel plate stiffener 60. Since the strength of the joint between the RC beam 30 and the RC beam 2 is increased, as a result, the RC beam 2 and the steel plate earthquake-resistant wall 70 can be joined with high strength, and destruction or the like of the joint is favorably prevented. be able to.

【0017】なお、上記実施の形態では、RC梁2の上
下面に埋設された鋼板のスチフナ60によりH型鋼30
とRC梁2の接合部の強度アップを図るようにしている
が、これに代えて、例えば図5に示すように、鋼板耐震
壁70が接合されるRC梁2の中央部にH型鋼、I型
鋼、T型鋼等の鉄骨(補強部材)100を埋設して部分
的にSRC梁とし、これにより、接合部の強度をより向
上させるようにしてもよく、また、鉄骨100の両端を
RC柱1まで延長(図に破線で示す。)して更なる接合
部の強度アップを図るようにしてもよい。
In the above embodiment, the H-shaped steel 30 is formed by the steel plate stiffeners 60 buried on the upper and lower surfaces of the RC beam 2.
The strength of the joint between the RC beam 2 and the RC beam 2 is increased. Alternatively, for example, as shown in FIG. A steel frame (reinforcement member) 100 such as a model steel or a T-type steel may be buried to partially form an SRC beam, so that the strength of the joint may be further improved. The joint may be further extended (indicated by a broken line in the figure) to further increase the strength of the joint.

【0018】また、RC柱1と、H型鋼30及び補強部
材が設置されたRC梁2とは現場打ち鉄筋コンクリート
造でもプレキャスト鉄筋コンクリート造でもよいが、プ
レキャスト鉄筋コンクリート造の方が工期の短縮化や施
工コストの低減を図る上で好ましい。
The RC column 1 and the RC beam 2 on which the H-shaped steel 30 and the reinforcing member are installed may be made of cast-in-place reinforced concrete or precast reinforced concrete. It is preferable in reducing the amount of slag.

【0019】[0019]

【発明の効果】上記の説明から明らかなように、本発明
によれば、上下の鉄筋コンクリート梁に接合部が鉄骨構
造の耐震部材を簡単且つ高強度で接合することができる
という効果が得られる。
As is apparent from the above description, according to the present invention, it is possible to obtain a simple and high-strength joining of a seismic member having a steel structure with a joint to upper and lower reinforced concrete beams.

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

【図1】本発明の実施の形態の一例である耐震部材の接
合構造を説明するための説明図である。
FIG. 1 is an explanatory diagram for explaining a joint structure of an earthquake-resistant member as an example of an embodiment of the present invention.

【図2】図1の接合構造の変形例を示す説明図である。FIG. 2 is an explanatory view showing a modification of the joining structure of FIG. 1;

【図3】図2の耐震部材の接合構造の建て方の一例を説
明するための説明図である。
FIG. 3 is an explanatory diagram for explaining an example of how to build a joint structure of the earthquake-resistant members of FIG. 2;

【図4】本発明の他の実施の形態である耐震部材の接合
構造を説明するための説明図である。
FIG. 4 is an explanatory diagram for explaining a joint structure of a seismic member according to another embodiment of the present invention.

【図5】図4の接合構造の変形例を示す図である。FIG. 5 is a view showing a modification of the joining structure of FIG. 4;

【符号の説明】[Explanation of symbols]

1…鉄筋コンクリート柱 2…鉄筋コンクリート梁 4a…下側接合用鋼材 4b…上側接合用鋼材 6…スチフナ(補強部材) 7…せん断パネル(耐震部材) 8…接合部 12…鉄骨(補強部材) 40a…下側接合用鋼材 40b…上側接合用鋼材 60…スチフナ(補強部材) 70…鋼板耐震壁(耐震部材) 80…接合部 100…鉄骨(補強部材) DESCRIPTION OF SYMBOLS 1 ... Reinforced concrete column 2 ... Reinforced concrete beam 4a ... Lower joining steel material 4b ... Upper joining steel material 6 ... Stiffener (reinforcement member) 7 ... Shear panel (seismic member) 8 ... Joint 12 ... Steel frame (reinforcement member) 40a ... lower Side joining steel material 40b Upper side joining steel material 60 Stiffener (reinforcement member) 70 Steel plate earthquake-resistant wall (shake-resistant member) 80 Joint part 100 Steel frame (reinforcement member)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 上下の鉄筋コンクリート梁の間に配設さ
れ、接合部が鉄骨構造とされた耐震部材の接合構造であ
って、上側の鉄筋コンクリート梁に埋め込まれて端部が
下方に突出する上側接合用鋼材と、下側の鉄筋コンクリ
ート梁に埋め込まれて端部が上方に突出する下側接合用
鋼材と、上下の鉄筋コンクリート梁を補強する補強部材
とを備え、前記耐震部材の接合部を上側接合用鋼材及び
下側接合用鋼材に接合したことを特徴とする耐震部材の
接合構造。
1. A joint structure for an earthquake-resistant member provided between upper and lower reinforced concrete beams and having a joint having a steel structure, wherein the upper joint is embedded in the upper reinforced concrete beam and an end protrudes downward. Steel material, a lower joining steel material embedded in the lower reinforced concrete beam and having an end protruding upward, and a reinforcing member for reinforcing the upper and lower reinforced concrete beams. A joining structure for an earthquake-resistant member, wherein the joining member is joined to a steel material and a steel material for a lower joining.
JP11100403A 1999-04-07 1999-04-07 Joining structure of earthquake resistant member Pending JP2000291289A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11100403A JP2000291289A (en) 1999-04-07 1999-04-07 Joining structure of earthquake resistant member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11100403A JP2000291289A (en) 1999-04-07 1999-04-07 Joining structure of earthquake resistant member

Publications (1)

Publication Number Publication Date
JP2000291289A true JP2000291289A (en) 2000-10-17

Family

ID=14273025

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11100403A Pending JP2000291289A (en) 1999-04-07 1999-04-07 Joining structure of earthquake resistant member

Country Status (1)

Country Link
JP (1) JP2000291289A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002220944A (en) * 2001-01-25 2002-08-09 Shimizu Corp Installation method for vibration control damper
JP2008196163A (en) * 2007-02-09 2008-08-28 Kyoto Univ Seismic control stud
CN109137974A (en) * 2018-08-30 2019-01-04 北京工业大学 One kind connecting prefabricated lamination separated column for underground structure X-type

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002220944A (en) * 2001-01-25 2002-08-09 Shimizu Corp Installation method for vibration control damper
JP2008196163A (en) * 2007-02-09 2008-08-28 Kyoto Univ Seismic control stud
CN109137974A (en) * 2018-08-30 2019-01-04 北京工业大学 One kind connecting prefabricated lamination separated column for underground structure X-type

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