JPH0179749U - - Google Patents

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Publication number
JPH0179749U
JPH0179749U JP1987175038U JP17503887U JPH0179749U JP H0179749 U JPH0179749 U JP H0179749U JP 1987175038 U JP1987175038 U JP 1987175038U JP 17503887 U JP17503887 U JP 17503887U JP H0179749 U JPH0179749 U JP H0179749U
Authority
JP
Japan
Prior art keywords
wall
damping wall
damping
vibrations
vibration
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
JP1987175038U
Other languages
Japanese (ja)
Other versions
JPH05519Y2 (en
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 filed Critical
Priority to JP17503887U priority Critical patent/JPH05519Y2/ja
Publication of JPH0179749U publication Critical patent/JPH0179749U/ja
Application granted granted Critical
Publication of JPH05519Y2 publication Critical patent/JPH05519Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

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

第1図はこの考案の一実施例による制振壁構造
を示す正面図、第2図は第1図に示す制振壁板の
取付状態を示す一部拡大正面図、第3図は第2図
の線−に沿つた断面図、第4図は第2図の線
−に沿つた断面図、第5図は第1図に示す制
振壁板の通常形態を示す正面図、第6図は第5図
に示す制振壁板の上部断面図、第7図は第5図に
示す制振壁板の下部断面図、第8図は第5図に示
す制振壁板の振動時における変形状態を示す正面
図、第9図は第8図に示す制振壁板の上部断面図
、第10図は第8図に示す制振壁板の下部断面図
、第11図はこの考案の他の実施例の制振壁板の
振動時における変形状態を示す上部正面図、第1
2図は第11図に示す制振壁板の上部断面図、第
13図は同じくこの考案の他の実施例を示す正面
図、第14図は従来の耐震壁を示す正面図である
。 2……梁、3……制振壁板、3a……山部、3
b……谷部、6……粘弾性体。
Fig. 1 is a front view showing a damping wall structure according to an embodiment of this invention, Fig. 2 is a partially enlarged front view showing how the damping wall plate shown in Fig. 1 is installed, and Fig. 3 is a 4 is a sectional view taken along line - in Figure 2, Figure 5 is a front view showing the normal form of the damping wall plate shown in Figure 1, and Figure 6 is a sectional view taken along line - in Figure 2. is a sectional view of the upper part of the damping wall plate shown in Fig. 5, Fig. 7 is a sectional view of the lower part of the damping wall plate shown in Fig. 5, and Fig. 8 is a sectional view of the damping wall plate shown in Fig. 5 during vibration. A front view showing a deformed state, FIG. 9 is an upper sectional view of the damping wall plate shown in FIG. 8, FIG. 10 is a lower sectional view of the damping wall plate shown in FIG. 8, and FIG. A top front view showing a deformed state of the vibration damping wall plate of another example during vibration, 1st
2 is a sectional view of the top of the damping wall plate shown in FIG. 11, FIG. 13 is a front view of another embodiment of this invention, and FIG. 14 is a front view of a conventional seismic wall. 2...beam, 3...damping wall plate, 3a...mountain, 3
b...Tanibe, 6...Viscoelastic body.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 風振動等の振動によつて生ずる建築構造物の層
間変位を抑制させるために層間へ配設される制振
壁において、この制振壁の壁板を上下両端まで垂
直に延在する所要間隔を有した波形状に成形し、
この波形壁板を上記階層を形成する梁の上下垂直
間に梁の横架方向と平行に配置するとともに、波
形壁板の上下あるいは一方の端部に所要の高さを
有する粘弾性体を介在させて上記双方の梁に連結
し、振動時における建築構造物の層間変位を抑制
させることを特徴とする制振壁構造。
In damping walls installed between floors in order to suppress inter-story displacement of building structures caused by vibrations such as wind vibrations, the required spacing between wall plates of the damping wall that extends vertically to both the top and bottom ends is Formed into a wave shape with
This corrugated wall board is arranged vertically between the upper and lower beams forming the above-mentioned hierarchy in parallel to the horizontal direction of the beam, and a viscoelastic body having the required height is interposed at the top and bottom or one end of the corrugated wall board. A vibration damping wall structure characterized in that the vibration damping wall structure is connected to both of the beams and suppresses interlayer displacement of a building structure during vibration.
JP17503887U 1987-11-18 1987-11-18 Expired - Lifetime JPH05519Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17503887U JPH05519Y2 (en) 1987-11-18 1987-11-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17503887U JPH05519Y2 (en) 1987-11-18 1987-11-18

Publications (2)

Publication Number Publication Date
JPH0179749U true JPH0179749U (en) 1989-05-29
JPH05519Y2 JPH05519Y2 (en) 1993-01-08

Family

ID=31466857

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17503887U Expired - Lifetime JPH05519Y2 (en) 1987-11-18 1987-11-18

Country Status (1)

Country Link
JP (1) JPH05519Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010285850A (en) * 2009-06-15 2010-12-24 Toko Go Frame structure with deformation part for vibration reduction, and vibration reducing device used for frame structure
JP2011017174A (en) * 2009-07-08 2011-01-27 Nippon Steel Corp Joint structure of members in steel panel including steel frame member and folding plate made of thin steel plate, steel panel, and building
JP2011021315A (en) * 2009-07-13 2011-02-03 Nippon Steel Corp Folded plate panel structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010285850A (en) * 2009-06-15 2010-12-24 Toko Go Frame structure with deformation part for vibration reduction, and vibration reducing device used for frame structure
JP2011017174A (en) * 2009-07-08 2011-01-27 Nippon Steel Corp Joint structure of members in steel panel including steel frame member and folding plate made of thin steel plate, steel panel, and building
JP2011021315A (en) * 2009-07-13 2011-02-03 Nippon Steel Corp Folded plate panel structure

Also Published As

Publication number Publication date
JPH05519Y2 (en) 1993-01-08

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