JP2019056275A - Seismic control wall - Google Patents

Seismic control wall Download PDF

Info

Publication number
JP2019056275A
JP2019056275A JP2017182374A JP2017182374A JP2019056275A JP 2019056275 A JP2019056275 A JP 2019056275A JP 2017182374 A JP2017182374 A JP 2017182374A JP 2017182374 A JP2017182374 A JP 2017182374A JP 2019056275 A JP2019056275 A JP 2019056275A
Authority
JP
Japan
Prior art keywords
plate
pair
plates
side wall
splice
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
JP2017182374A
Other languages
Japanese (ja)
Other versions
JP6854225B2 (en
Inventor
佐々木　和彦
Kazuhiko Sasaki
和彦 佐々木
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.)
Oiles Industry Co Ltd
Original Assignee
Oiles Industry Co 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 Oiles Industry Co Ltd filed Critical Oiles Industry Co Ltd
Priority to JP2017182374A priority Critical patent/JP6854225B2/en
Priority to TW107131412A priority patent/TWI689654B/en
Priority to PCT/JP2018/033890 priority patent/WO2019059073A1/en
Priority to KR1020207000114A priority patent/KR102305259B1/en
Publication of JP2019056275A publication Critical patent/JP2019056275A/en
Application granted granted Critical
Publication of JP6854225B2 publication Critical patent/JP6854225B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

To provide a vibration control wall that can reduce the number of assembling steps, which the box is firmly fixed to lower support means of the lower girder etc. with sufficient resistance to the tensile force caused by the large bending moment in the resistance plate, and in addition, in production, can eliminate nondestructive testing such as ultrasonic flaw detection testing to reduce the number of assembly man-hours.SOLUTION: A vibration control wall 1 has a pair of narrow side wall plates 4 and 5, a pair of wide side wall plates 6 and 7, a bottom wall plate 8 fixed by welding to the pair of narrow side wall plates 4 and 5 and the pair of wide side wall plates 6 and 7, a box 12 fixed to lower support means 2 via lower fixing means 11 by the lower wall plate 8 and the lower portions 9 and 10 of the pair of narrow side wall plates 4 and 5 positioned below the lower wall plate 8, and a resistance plate 16 disposed in the box 12 and fixed to upper support means 3 via upper fixing means 15, and a viscous body 17 filled in the gap 14 in the box 12.SELECTED DRAWING: Figure 1

Description

本発明は、事務所用のビル、集合住宅、戸建住宅等の建物に加わる地震や風、交通振動等の振動を減衰させる制震壁に関する。   The present invention relates to a damping wall that attenuates vibrations such as earthquakes, winds, and traffic vibrations applied to buildings such as office buildings, apartment houses, and detached houses.

上部に開口を有していると共に下部で下梁に固定される箱体と、この箱体に対して隙間をもって当該箱体内に配されていると共に上部で上梁に固定される抵抗板と、該隙間に充填された粘性体とを具備し、地震や風、交通振動等の振動に際して、下梁に対する上梁の相対的水平変位に基づく箱体と抵抗板との間の同じく相対的水平変位において箱体内に収容された粘性体に粘性剪断変形を生じさせて、この粘性剪断変形による減衰力により地震や風、交通振動等の振動を減衰させる制震壁は、従来知られている。   A box having an opening in the upper part and fixed to the lower beam at the lower part, and a resistance plate arranged in the box with a gap with respect to the box and fixed to the upper beam in the upper part, The same relative horizontal displacement between the box and the resistance plate based on the relative horizontal displacement of the upper beam with respect to the lower beam in the event of vibration such as earthquake, wind, traffic vibration, etc. A damping wall that causes viscous shear deformation in a viscous body housed in a box and attenuates vibrations such as earthquakes, winds, traffic vibrations, etc. by a damping force due to the viscous shear deformation is conventionally known.

特開２０００−７３６０７号公報JP 2000-73607 A

斯かる制震壁においては、箱体及び抵抗板を夫々下梁及び上梁の夫々に固定しているが、地震等に起因する下梁及び上梁を介する箱体と抵抗板との間の相対的水平変位に際しては、抵抗板には大きな水平力と曲げモーメントとが加わり、この水平力と曲げモーメントとに基づく剪断力と引っ張り力とに耐え得るために、通常、多数のボルトと固定用の鋼板とを用いて下梁及び上梁の夫々に箱体及び抵抗板の夫々を固定するようになっているが、特許文献１に記載の制震壁では、箱体と下大梁とを連結する連結機構において曲げモーメントによる偶力のもっとも加わる箱体の側端の部位には、箱体に対して別体となる別部材が用いられている結果、抵抗板に加わる大きな曲げモーメントに対しての箱体の側端の部位での連結機構における引張耐力には限界があり、特許文献１に記載の技術は、大きな曲げモーメントが生じることが予測される制震壁への適用には問題がある。   In such a damping wall, the box and the resistance plate are fixed to the lower beam and the upper beam, respectively, but the space between the box and the resistance plate via the lower beam and the upper beam due to an earthquake etc. In the case of relative horizontal displacement, a large horizontal force and bending moment are applied to the resistance plate, and in order to withstand the shearing force and tensile force based on this horizontal force and bending moment, a large number of bolts and fixing bolts are usually used. The box and the resistance plate are fixed to the lower beam and the upper beam, respectively, using the steel plate of the steel plate. However, in the damping wall described in Patent Document 1, the box and the lower large beam are connected. As a result of using a separate member that is separate from the box at the side edge of the box where the couple of bending moments is most applied in the connecting mechanism, the large bending moment applied to the resistance plate Tensile resistance of the connecting mechanism at the side edge of the box The is limited, the technique described in Patent Document 1, for application to seismic damping walls that a large bending moment is generated is predicted a problem.

本発明は、前記諸点に鑑みてなされたものであって、その目的とするところは、抵抗板での大きな曲げモーメントに起因して生じる引張力に対して十分な耐力をもって下大梁等の下支持手段に箱体の側端の部位が強固に固定されており、加えて、製造に当たっては、超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る制震壁を提供することにある。   The present invention has been made in view of the above-mentioned points, and the object of the present invention is to support the lower large beam or the like with sufficient strength against the tensile force caused by a large bending moment at the resistance plate. The side part of the box body is firmly fixed to the means, and in addition, non-destructive inspection such as ultrasonic flaw detection test can be omitted in manufacturing, and a damping wall that can reduce assembly man-hours is provided. There is.

本発明の制震壁は、建物壁における下支持手段及び上支持手段と、一対の狭幅側壁板、一対の狭幅側壁板よりも幅広の一対の幅広側壁板及び底壁板を有すると共に当該底壁板及び当該底壁板よりも下方に位置した一対の狭幅側壁板の下部で下支持手段に下部固定手段を介して固定された箱体と、この箱体に対して隙間をもって当該箱体内に配されていると共に上支持手段に上部固定手段を介して固定された抵抗板と、該隙間に充填された粘性体とを具備しており、下部固定手段は、箱体の底壁板の下面及び一対の狭幅側壁板の下部の側面に固着された第一のガセットプレートと、この第一のガセットプレートに対して同一鉛直面内に配されると共に下支持手段に固着された第二のガセットプレートと、第一及び第二のガセットプレートの夫々に対面して配された少なくとも一対のスプライスプレートと、この少なくとも一対のスプライスプレートを第一及び第二のガセットプレートの夫々に共締めするボルトとを具備している。   The damping wall of the present invention has a lower support means and an upper support means in a building wall, a pair of narrow side wall plates, a pair of wide side wall plates and a bottom wall plate wider than the pair of narrow side wall plates. A box body fixed to the lower support means via the lower fixing means at the lower part of the bottom wall plate and the pair of narrow side wall plates positioned below the bottom wall board, and the box with a gap with respect to the box body A resistance plate disposed in the body and fixed to the upper support means via the upper fixing means; and a viscous body filled in the gap. The lower fixing means is a bottom wall plate of the box A first gusset plate fixed to the lower surface of the first side wall and a lower side surface of the pair of narrow side wall plates, and a first gusset plate arranged in the same vertical plane with respect to the first gusset plate and fixed to the lower support means A second gusset plate and a first and second gusset plate, respectively At least one pair of splice plates arranged to face, and a bolt for fastening together the at least one pair of splice plates to each of the first and second gusset plates.

斯かる本発明の制震壁によれば、下部固定手段の第一のガセットプレートが箱体の底壁板の下面及び当該底壁板よりも下方に位置した一対の狭幅側壁板の下部の側面に夫々固着されている一方、少なくとも一対のスプライスプレートがボルトにより第一及び第二のガセットプレートの夫々に共締めされているために、抵抗板での大きな曲げモーメントに起因して箱体の側端の部位で生じる引張力に対して十分な引張耐力をもって下大梁等の下支持手段に箱体の側端の部位が強固に固定されており、加えて、その製造に当たっては、超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る。   According to the vibration control wall of the present invention, the first gusset plate of the lower fixing means is provided on the lower surface of the bottom wall plate of the box and the lower portion of the pair of narrow side wall plates positioned below the bottom wall plate. While being fixed to each of the side surfaces, at least a pair of splice plates are fastened together with the first and second gusset plates by bolts. The side edge part of the box is firmly fixed to the lower support means such as the lower large beam with sufficient tensile strength against the tensile force generated at the side edge part. Non-destructive inspection such as testing can be omitted, and assembly man-hours can be reduced.

本発明の他の制震壁は、建物壁における下支持手段及び上支持手段と、一対の狭幅側壁板、一対の狭幅側壁板よりも幅広の一対の幅広側壁板及び底壁板を有すると共に当該底壁板及び当該底壁板よりも下方に位置した一対の狭幅側壁板の下部で下支持手段に下部固定手段を介して固定された箱体と、この箱体に対して隙間をもって当該箱体内に配されていると共に上支持手段に上部固定手段を介して固定された抵抗板と、該隙間に充填された粘性体とを具備しており、下部固定手段は、箱体の底壁板の下面及び一対の狭幅側壁板の下部の側面に固着された第一のガセットプレートと、この第一のガセットプレートに対して同一鉛直面内に配されると共に下支持手段に固着された第二のガセットプレートと、第一及び第二のガセットプレートの夫々に対面して配された少なくとも一対のスプライスプレートと、少なくとも一対のスプライスプレートを第一及び第二のガセットプレートの夫々に共締めするボルトと、下支持手段及び第二のガセットプレートの一方の側端に固着された一方の側板と、下支持手段及び第二のガセットプレートの他方の側端に固着された他方の側板と、一対の狭幅側壁板のうちの一方の狭幅側壁板の下部を一方の側板に連結する第一のスプライスプレート機構と、一対の狭幅側壁板のうちの他方の狭幅側壁板の下部を他方の側板に連結する第二のスプライスプレート機構とを具備している。   Another damping wall of the present invention has a lower support means and an upper support means in a building wall, a pair of narrow side wall plates, a pair of wide side wall plates and a bottom wall plate wider than the pair of narrow side wall plates. A box body fixed to the lower support means via the lower fixing means at the bottom of the bottom wall plate and the pair of narrow side wall plates positioned below the bottom wall plate, and a gap with respect to the box body A resistance plate disposed in the box and fixed to the upper support means via the upper fixing means; and a viscous body filled in the gap. The lower fixing means includes a bottom of the box A first gusset plate fixed to the lower surface of the wall plate and the lower side surface of the pair of narrow side wall plates, and arranged in the same vertical plane with respect to the first gusset plate and fixed to the lower support means Of the second gusset plate and the first and second gusset plates At least a pair of splice plates arranged to face each other, bolts for fastening at least the pair of splice plates to the first and second gusset plates, and one of the lower support means and the second gusset plate One side plate fixed to the side end, the other side plate fixed to the other side end of the lower support means and the second gusset plate, and one narrow side wall plate of the pair of narrow side wall plates. A first splice plate mechanism for connecting the lower part to one side plate, and a second splice plate mechanism for connecting the lower part of the other narrow side wall plate of the pair of narrow side wall plates to the other side plate. ing.

斯かる本発明の他の制震壁でも、下部固定手段の第一のガセットプレートが箱体の底壁板の下面及び一対の狭幅側壁板の下部の一方の側面に固着されている一方、少なくとも一対のスプライスプレートがボルトにより第一及び第二のガセットプレートの夫々に共締めされている上に、一対の狭幅側壁板のうちの一方の狭幅側壁板の下部が下支持手段及び第二のガセットプレートの一方の側端に固着された一方の側板に第一のスプライスプレート機構により連結されており、そして、一対の狭幅側壁板のうちの他方の狭幅側壁板の下部が下支持手段及び第二のガセットプレートの他方の側端に固着された他方の側板に第二のスプライスプレート機構により連結されているために、更に十分な耐力をもって下大梁等の下支持手段により強固に箱体が固定されており、加えて、超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る。   In the other damping wall of the present invention, the first gusset plate of the lower fixing means is fixed to the lower surface of the bottom wall plate of the box and one side surface of the lower portion of the pair of narrow side wall plates, At least a pair of splice plates are fastened together by bolts to the first and second gusset plates, and a lower portion of one of the pair of narrow side wall plates is provided with a lower support means and a first support plate. The first splice plate mechanism is connected to one side plate fixed to one side end of the second gusset plate, and the lower portion of the other narrow side wall plate of the pair of narrow side wall plates is lowered. Since it is connected to the other side plate fixed to the other side end of the support means and the second gusset plate by the second splice plate mechanism, it is further strengthened by the lower support means such as the lower large beam with sufficient strength. Box It is fixed, in addition, to obtain omit non-destructive inspection such as ultrasonic flaw detection test can reduce the number of assembly steps.

本発明の他の制震壁において、第一のスプライスプレート機構は、好ましい例では、第一及び第二のガセットプレートを間にして一方の狭幅側壁板の下部及び一方の側板の夫々の一方の側面に対面して配された一対の第一の側端スプライスプレートと、一方の狭幅側壁板の下部及び一方の側板の夫々の他方の側面に対面して配された第二の側端スプライスプレートと、一対の第一の側端スプライスプレート及び第二の側端スプライスプレートを一方の狭幅側壁板の下部及び一方の側板に共締めする他のボルトとを具備しており、第二のスプライスプレート機構は、好ましい例では、第一及び第二のガセットプレートを間にして他方の狭幅側壁板の下部及び他方の側板の夫々の一方の側面に対面して配された一対の第三の側端スプライスプレートと、他方の狭幅側壁板の下部及び他方の側板の夫々の他方の側面に対面して配された第四の側端スプライスプレートと、一対の第三の側端スプライスプレート及び第四の側端スプライスプレートを他方の狭幅側壁板の下部及び他方の側板に共締めする他のボルトとを具備しており、これらの好ましい例において、第二の側端スプライスプレート及び第四の側端スプライスプレートの夫々は、第一の側端スプライスプレート及び第三の側端スプライスプレートに対応して、一対からなっていてもよいが、これに代えて、一枚でもよい。   In another damping wall of the present invention, the first splice plate mechanism preferably has one of the lower portion of one narrow side wall plate and one of the side plates with the first and second gusset plates in between. A pair of first side end splice plates arranged to face the side surfaces of the first side wall, and a second side end arranged to face the other side surfaces of the lower portion of one narrow side wall plate and the one side plate, respectively. A splice plate, and a pair of first side end splice plates and a second side end splice plate, and a lower bolt of one narrow side wall plate and another bolt for fastening the side plate together. In a preferred example, the splice plate mechanism includes a pair of first and second gusset plates arranged between a lower portion of the other narrow side wall plate and a side surface of the other side plate. Three side edge splice spray A fourth side end splice plate disposed facing the lower side of the other narrow side wall plate and the other side surface of the other side plate, and a pair of third side end splice plates and a fourth side And a second side end splice plate and a fourth side end splice. Each of the plates may be a pair corresponding to the first side end splice plate and the third side end splice plate, but may be a single plate instead.

本発明によれば、抵抗板での大きな曲げモーメントに起因して生じる引張力に対して十分な耐力をもって下大梁等の下支持手段に箱体が強固に固定されており、加えて、製造に当たっては、超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る制震壁を提供することができる。   According to the present invention, the box is firmly fixed to the lower support means such as the lower large beam with sufficient proof strength against the tensile force generated due to the large bending moment in the resistance plate. Can eliminate a nondestructive inspection such as an ultrasonic flaw detection test and provide a damping wall that can reduce the number of assembly steps.

図１は、本発明の実施の形態の好ましい具体例の正面説明図である。FIG. 1 is an explanatory front view of a preferred specific example of an embodiment of the present invention. 図２は、図１に示すＩＩ−ＩＩ線矢視断面説明図である。2 is a cross-sectional explanatory view taken along the line II-II shown in FIG. 図３は、図１に示すＩＩＩ−ＩＩＩ線矢視断面説明図である。FIG. 3 is a cross-sectional explanatory view taken along the line III-III shown in FIG. 図４は、図１に示すＩＶ−ＩＶ線矢視断面説明図である。4 is a cross-sectional explanatory view taken along the line IV-IV shown in FIG. 図５は、図１に示すＶ−Ｖ線矢視断面説明図である。FIG. 5 is a cross-sectional explanatory view taken along line VV shown in FIG. 図６は、本発明の実施の形態の好ましい他の具体例の正面説明図である。FIG. 6 is an explanatory front view of another preferred specific example of the embodiment of the present invention. 図７は、図６に示すＶＩＩ−ＶＩＩ線矢視断面説明図である。FIG. 7 is a sectional view taken along line VII-VII shown in FIG. 図８は、図６に示すＶＩＩＩ−ＶＩＩＩ線矢視断面説明図である。FIG. 8 is a sectional view taken along line VIII-VIII shown in FIG. 図９は、図６に示すＩＸ−ＩＸ線矢視断面説明図である。9 is a cross-sectional explanatory view taken along line IX-IX in FIG. 図１０は、図６に示すＸ−Ｘ線矢視断面説明図である。FIG. 10 is a cross-sectional explanatory view taken along the line XX in FIG.

次に、本発明の実施の形態の好ましい具体例を図面を参照して詳細に説明する。本発明は、これら具体例に何等限定されないのである。   Next, preferred specific examples of embodiments of the present invention will be described in detail with reference to the drawings. The present invention is not limited to these specific examples.

図１から図５において、建物の一対の柱間に形成されている本例の制震壁１は、建物壁における下支持手段２及び上支持手段３と、一対の狭幅側壁板４及び５、一対の狭幅側壁板４及び５よりも幅広であって当該一対の狭幅側壁板４及び５に溶接により固着（溶接固着）された一対の幅広側壁板６及び７並びに一対の狭幅側壁板４及び５並びに一対の幅広側壁板６及び７に溶接により固着された底壁板８を有すると共に当該底壁板８及び当該底壁板８よりも下方に位置した一対の狭幅側壁板４及び５の下部９及び１０で下支持手段２に下部固定手段１１を介して固定された箱体１２と、上端に開口１３を有する箱体１２に対して隙間１４をもって当該箱体１２内に配されていると共に上支持手段３に上部固定手段１５を介して固定された抵抗板１６と、箱体１２内の該隙間１４に充填された瀝青等の粘性体１７とを具備している。   1 to 5, the damping wall 1 of this example formed between a pair of pillars of a building includes a lower support means 2 and an upper support means 3 and a pair of narrow side wall plates 4 and 5 on the building wall. A pair of wide side wall plates 6 and 7 which are wider than the pair of narrow side wall plates 4 and 5 and are fixed to the pair of narrow side wall plates 4 and 5 by welding (welding and fixing), and a pair of narrow side wall plates The bottom wall plate 8 fixed to the plates 4 and 5 and the pair of wide side wall plates 6 and 7 by welding, and the bottom wall plate 8 and the pair of narrow side wall plates 4 positioned below the bottom wall plate 8. And a box 12 fixed to the lower support means 2 via the lower fixing means 11 at the lower portions 9 and 10 and a box 12 having an opening 13 at the upper end with a gap 14 arranged in the box 12. And a resistor fixed to the upper support means 3 via the upper fixing means 15 16, and a viscous material 17, such as a bitumen filled in the clearance 14 of the box 12.

下支持手段２は、建物の所定階の床側の下大梁２１からなっており、建物の一対の柱を橋絡して当該建物の一対の柱に支持される下大梁２１は、上フランジプレート２２、下フランジプレート２３及びウエブプレート２４を一体に有したＨ型鋼２５と、上フランジプレート２２、下フランジプレート２３及びウエブプレート２４に溶接固着された複数の補強リブプレート２６とを具備している。   The lower support means 2 is composed of a lower large beam 21 on the floor side of a predetermined floor of the building, and the lower large beam 21 supported by the pair of columns of the building by bridging the pair of columns of the building is an upper flange plate. 22, an H-shaped steel 25 integrally having a lower flange plate 23 and a web plate 24, and a plurality of reinforcing rib plates 26 welded and fixed to the upper flange plate 22, the lower flange plate 23 and the web plate 24. .

上支持手段３は、建物の所定階の天井側の上大梁３１からなっており、建物の一対の柱を橋絡して当該建物の一対の柱に支持されると共に鉛直方向（上下方向）Ａにおいて下大梁２１に対して上方に配される上大梁３１は、上フランジプレート３２、下フランジプレート３３及びウエブプレート３４を一体に有したＨ型鋼３５と、上フランジプレート３２、下フランジプレート３３及びウエブプレート３４に溶接固着された複数の補強リブプレート３６とを具備している。   The upper support means 3 is composed of an upper beam 31 on the ceiling of a predetermined floor of the building, and is supported by the pair of columns of the building by bridging the pair of columns of the building and in the vertical direction (vertical direction) A. The upper large beam 31 disposed above the lower large beam 21 includes an H-shaped steel 35 integrally having an upper flange plate 32, a lower flange plate 33 and a web plate 34, an upper flange plate 32, a lower flange plate 33 and And a plurality of reinforcing rib plates 36 fixed to the web plate 34 by welding.

下部固定手段１１は、箱体１２の底壁板８の下面４１から鉛直方向Ａにおいて垂下されていると共に当該下面４１並びに下部９及び１０の一方の側面４２に夫々溶接固着された下梁側のガセットプレート４３と、鉛直方向Ａにおいて下部９及び１０に対応して配されていると共に当該下部９及び１０の下方において上フランジプレート２２の上面４４に固着された一対の側板４５及び４６と、ガセットプレート４３に対して同一鉛直面内に配されると共に上フランジプレート２２の上面４４並びに一対の側板４５及び４６の夫々の側面４７に溶接固着された下梁側のガセットプレート４８と、ガセットプレート４３及び４８の夫々に対面接触してガセットプレート４３及び４８の夫々を面外方向Ｂにおいて挟持していると共に面内方向（横方向）Ｃにおいて並んで配された二対のスプライスプレート４９及び５０並びに５１及び５２と、二対のスプライスプレート４９及び５０並びに５１及び５２をガセットプレート４３及び４８の夫々に摩擦接合させて共締めするべく、ナット５３の夫々に夫々螺合した複数個のボルト５４及び５５とを具備している。   The lower fixing means 11 is suspended from the lower surface 41 of the bottom wall plate 8 of the box 12 in the vertical direction A, and is attached to the lower surface 41 and one of the side surfaces 42 of the lower portions 9 and 10 by welding. A gusset plate 43, a pair of side plates 45 and 46 that are arranged corresponding to the lower portions 9 and 10 in the vertical direction A and are fixed to the upper surface 44 of the upper flange plate 22 below the lower portions 9 and 10; A gusset plate 48 on the lower beam side that is arranged in the same vertical plane with respect to the plate 43 and is welded and fixed to the upper surface 44 of the upper flange plate 22 and the side surfaces 47 of the pair of side plates 45 and 46; And 48 are in face-to-face contact and sandwich the gusset plates 43 and 48 in the out-of-plane direction B and in-plane direction (lateral ) Two pairs of splice plates 49 and 50 and 51 and 52 arranged side by side in C, and two pairs of splice plates 49 and 50 and 51 and 52 are frictionally joined to the gusset plates 43 and 48, respectively, and fastened together. Accordingly, a plurality of bolts 54 and 55 respectively screwed into the nuts 53 are provided.

箱体１２は、水平方向であって面内方向Ｃにおいて互いに対向して配された一対の狭幅側壁板４及び５、狭幅側壁板４及び５を橋絡して当該狭幅側壁板４及び５に溶接固着されていると共に水平方向であって面外方向Ｂに互いに対向して配された一対の幅広側壁板６及び７並びに狭幅側壁板４及び５並びに幅広側壁板６及び７の下端に溶接固着された底壁板８に加えて、狭幅側壁板４及び５を橋絡して当該狭幅側壁板４及び５並びに幅広側壁板６及び７の上端に溶接固着されたＬ型鋼からなると共に開口１３を規定する開口形成部材６１及び６２と、狭幅側壁板４及び５を橋絡して当該狭幅側壁板４及び５並びに底壁板８に溶接固着された複数枚である三枚の幅広内壁板６３とを具備している。   The box 12 has a pair of narrow side wall plates 4 and 5 and a pair of narrow side wall plates 4 and 5 which are arranged to face each other in the in-plane direction C in the horizontal direction and bridge the narrow side wall plate 4. Of the pair of wide side wall plates 6 and 7 and the narrow side wall plates 4 and 5 and the wide side wall plates 6 and 7 which are fixed to each other in the horizontal direction and opposite to each other in the out-of-plane direction B. In addition to the bottom wall plate 8 welded and fixed to the lower end, the narrow side wall plates 4 and 5 are bridged and the L-shaped steel is welded and fixed to the upper ends of the narrow side wall plates 4 and 5 and the wide side wall plates 6 and 7. And a plurality of sheets formed by welding the narrow side wall plates 4 and 5 and the bottom wall plate 8 by bridging the narrow side wall plates 4 and 5. Three wide inner wall plates 63 are provided.

抵抗板１６は、箱体１２内において一対の狭幅側壁板４及び５、幅広側壁板６及び７、底壁板８並びに幅広内壁板６３に対して隙間１４をもって配された複数枚である四枚の抵抗板本体７１と、四枚の抵抗板本体７１の相互の面外方向Ｂの間隔を保持する三個の隙間保持部材７２と、抵抗板本体７１及び隙間保持部材７２を共締めするべく、ナット７３の夫々に夫々螺合した複数個のボルト７４とを具備しており、四枚の抵抗板本体７１のうちの面外方向Ｂにおいて中央側の二枚の抵抗板本体７１及び三個の隙間保持部材７２のうちの当該二枚の抵抗板本体７１に面外方向Ｂにおいて挟持されて当該二枚の抵抗板本体７１の面外方向Ｂの間隔を保持する一個の隙間保持部材７２は、他の残りの二枚の抵抗板本体７１及び二枚の隙間保持部材７２の上端面７５に対して鉛直方向Ａにおいて上方に位置する上端面７６を夫々有している。   The resistance plate 16 is a plurality of four plates arranged with a gap 14 with respect to the pair of narrow side wall plates 4 and 5, wide side wall plates 6 and 7, bottom wall plate 8 and wide inner wall plate 63 in the box 12. In order to fasten the resistance plate main body 71, the three resistance plate main bodies 71, the three resistance plate main bodies 71, and the three resistance plate main bodies 71 and the gap maintenance member 72. And a plurality of bolts 74 screwed into the nuts 73, respectively, and two resistance plate main bodies 71 and three on the center side in the out-of-plane direction B of the four resistance plate main bodies 71. One gap holding member 72 that is sandwiched in the out-of-plane direction B by the two resistance plate main bodies 71 of the two gap holding members 72 and holds the distance in the out-of-plane direction B of the two resistance plate main bodies 71 is The other two resistance plate main bodies 71 and the two gap holding members 7 It has respectively an upper surface 76 which is positioned upward in the vertical direction A with respect to the upper end surface 75 of the.

上部固定手段１５は、下フランジプレート３３の下面８１に固着された一対の側板８２及び８３と、下面８１並びに一対の側板８２及び８３の夫々の側面８４に溶接固着されていると共に上端面７６に鉛直方向Ａにおいて隙間をもって対峙した下端面８５を有し、しかも、上端面７６を有している二枚の抵抗板本体７１及び一個の隙間保持部材７２と同一鉛直平面内に配されている上梁側のガセットプレート８６と、ガセットプレート８６及び上端面７６を有した抵抗板本体７１の夫々に対面接触してガセットプレート８６及び上端面７６を有した二枚の抵抗板本体７１の夫々を面外方向Ｂにおいて挟持していると共に面内方向Ｃにおいて並んで配された二対のスプライスプレート８７及び８８並びに８９及び９０と、二対のスプライスプレート８７及び８８並びに８９及び９０の夫々をガセットプレート８６及び上端面７６を有した二枚の抵抗板本体７１の夫々に摩擦接合させて共締めすべく、ナット９１の夫々に夫々螺合した複数個のボルト９２及び９３とを具備している。   The upper fixing means 15 is welded and fixed to the pair of side plates 82 and 83 fixed to the lower surface 81 of the lower flange plate 33 and the side surfaces 84 of the lower surface 81 and the pair of side plates 82 and 83, and to the upper end surface 76. In the vertical direction A, the lower end surface 85 is opposed to each other with a gap, and the two resistance plate main bodies 71 and the one gap holding member 72 having the upper end surface 76 are arranged in the same vertical plane. The gusset plate 86 on the beam side and the resistance plate main body 71 having the gusset plate 86 and the upper end surface 76 face each other to face each of the two resistance plate main bodies 71 having the gusset plate 86 and the upper end surface 76. Two pairs of splice plates 87 and 88 and 89 and 90 sandwiched in the outer direction B and arranged side by side in the in-plane direction C, and two pairs of splice plates A plurality of screws 87 and 88 and 89 and 90 are screwed into nuts 91, respectively, in order to frictionally join and fasten the two gusset plates 86 and the two resistance plate bodies 71 having the upper end surfaces 76 respectively. Bolts 92 and 93 are provided.

以上の制震壁１は、地震や風、交通振動等の振動に際して、箱体１２と抵抗板１６との間の面内方向Ｃの相対的水平変位において箱体１２内に収容された粘性体１７に粘性剪断変形を生じさせて、この粘性剪断変形による減衰力により地震や風、交通振動等の振動を減衰させるようになっている。   The damping wall 1 described above is a viscous body accommodated in the box body 12 in the relative horizontal displacement in the in-plane direction C between the box body 12 and the resistance plate 16 in the event of vibration such as an earthquake, wind or traffic vibration. 17 is caused to cause viscous shear deformation, and the damping force by the viscous shear deformation attenuates vibrations such as earthquakes, winds, and traffic vibrations.

そして、制震壁１では、ガセットプレート４３が鉛直方向Ａのその上端面で下面４１に、そして、面内方向Ｃのその側端面で底壁板８よりも更に下方に伸びた一対の狭幅側壁板の下部９及び１０の側面４２に夫々に溶接固着されている一方、二対のスプライスプレート４９及び５０並びに５１及び５２がボルト５４及び５５によりガセットプレート４３及び４８の夫々に共締めされているために、抵抗板１６での大きな曲げモーメントに起因して箱体１２の側端の部位である狭幅側壁板４及び５で生じる引張力に対して十分な耐力をもって下大梁２１に箱体１２が強固に固定されており、加えて、その製造に当たっては、ガセットプレート４３の鉛直方向Ａの上端面と下面４１との溶接固着後の超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る。なお、本発明は、斯かる溶接固着部等での溶接の確実性及び信頼性を確認するために、当該溶接固着部等に対して超音波探傷試験等の非破壊検査を行うことを否定するものではない。   In the damping wall 1, the gusset plate 43 extends to the lower surface 41 at its upper end surface in the vertical direction A, and a pair of narrow widths extending further downward from the bottom wall plate 8 at its side end surface in the in-plane direction C. Two side splice plates 49 and 50 and 51 and 52 are fastened to the gusset plates 43 and 48 by bolts 54 and 55, respectively, while being fixedly welded to the side surfaces 42 of the lower portions 9 and 10 of the side wall plates. Therefore, the box body has a sufficient resistance against the tensile force generated in the narrow side wall plates 4 and 5 which are the side end portions of the box body 12 due to a large bending moment in the resistance plate 16. 12 is firmly fixed, and in addition, in its manufacture, it is possible to omit nondestructive inspection such as ultrasonic flaw detection after welding and fixing the upper end surface and the lower surface 41 of the vertical direction A of the gusset plate 43, set Stand may reduce the number of steps. In the present invention, in order to confirm the certainty and reliability of welding at such a weld fixing part or the like, it is denied to perform a nondestructive inspection such as an ultrasonic flaw detection test on the weld fixing part or the like. It is not a thing.

図１から図５に示す制震壁１では、下部固定手段１１を、ガセットプレート４３及び４８と、一対の側板４５及び４６と、二対のスプライスプレート４９及び５０並びに５１及び５２と、ボルト５４及び５５とを具備して構成したが、図６から図１０に示す制震壁１００のように、下部固定手段１１を、図１から図５に示すガセットプレート４３及び４８、一対の側板４５及び４６、一対のスプライスプレート４９及び５０並びにナット５３に螺合したボルト５４に加えて、下部９を一方の側板４５に連結するスプライスプレート機構１０１と、下部１０を側板４６に連結するスプライスプレート機構１０２とを更に具備して、その他については図１から図５に示す制震壁１と同様にして構成してもよい。   In the damping wall 1 shown in FIGS. 1 to 5, the lower fixing means 11 includes gusset plates 43 and 48, a pair of side plates 45 and 46, two pairs of splice plates 49 and 50, 51 and 52, and bolts 54. And 55, the lower fixing means 11, like the damping wall 100 shown in FIGS. 6 to 10, is provided with the gusset plates 43 and 48 shown in FIGS. 1 to 5, the pair of side plates 45 and 46, a pair of splice plates 49 and 50, and a bolt 54 screwed to the nut 53, a splice plate mechanism 101 for connecting the lower portion 9 to one side plate 45, and a splice plate mechanism 102 for connecting the lower portion 10 to the side plate 46. And the others may be configured in the same manner as the damping wall 1 shown in FIGS.

図６から図１０に示す制震壁１００において、スプライスプレート機構１０１は、面外方向Ｂにおいてガセットプレート４３及び４８を間にして下部９及び側板４５の夫々の一方の側面４２及び４７に対面接触して配された一対の側端スプライスプレート１１１及び１１２と、下部９及び側板４５の夫々の他方の側面１１３及び１１４に対面接触して配されていると共に面外方向Ｂにおける下部９及び側板４５の夫々の幅に等しい幅を有し、しかも、一対の側端スプライスプレート１１１及び１１２と協働して下部９及び側板４５の夫々を挟持して配された側端スプライスプレート１１５と、一対の側端スプライスプレート１１１及び１１２並びに側端スプライスプレート１１５を下部９及び側板４５の夫々に共締めするべく、ナット１１６の夫々に夫々螺合した複数個のボルト１１７とを具備しており、スプライスプレート機構１０２は、面外方向Ｂにおいてガセットプレート４３及び４８を間にして下部１０及び側板４６の夫々の一方の側面４２及び４７に対面接触して配された一対の側端スプライスプレート１２１及び１２２と、下部１０及び側板４６の夫々の他方の側面１２３及び１２４に対面接触して配されていると共に面外方向Ｂにおける下部１０及び側板４６の夫々の幅に等しい幅を有し、しかも、一対の側端スプライスプレート１２１及び１２２と協働して下部１０及び側板４６の夫々を挟持して配された側端スプライスプレート１２５と、一対の側端スプライスプレート１２１及び１２２並びに側端スプライスプレート１２５を下部１０及び側板４６の夫々に共締めするべく、ナット１２６の夫々に夫々螺合した複数個のボルト１２７とを具備している。   In the vibration control wall 100 shown in FIGS. 6 to 10, the splice plate mechanism 101 faces the one side surfaces 42 and 47 of the lower portion 9 and the side plate 45 with the gusset plates 43 and 48 therebetween in the out-of-plane direction B. And the lower side 9 and the side plate 45 in the out-of-plane direction B. The lower side 9 and the side plate 45 in the out-of-plane direction B are arranged in contact with the other side surfaces 113 and 114 of the pair of side end splice plates 111 and 112 and the lower portion 9 and the side plate 45, respectively. A side end splice plate 115 having a width equal to the width of each of the lower end 9 and the side plate 45 in cooperation with the pair of side end splice plates 111 and 112; In order to fasten the side end splice plates 111 and 112 and the side end splice plate 115 to the lower portion 9 and the side plate 45 respectively, The splice plate mechanism 102 includes a plurality of bolts 117 screwed to each other, and the splice plate mechanism 102 has one side surface 42 of each of the lower portion 10 and the side plate 46 with the gusset plates 43 and 48 therebetween in the out-of-plane direction B. And 47 are arranged in face-to-face contact with the pair of side end splice plates 121 and 122 and the other side surfaces 123 and 124 of the lower part 10 and the side plate 46 and in the out-of-plane direction B. The side end splice plate having a width equal to the width of each of the lower portion 10 and the side plate 46 and arranged to sandwich the lower portion 10 and the side plate 46 in cooperation with the pair of side end splice plates 121 and 122. 125, a pair of side end splice plates 121 and 122 and a side end splice plate 125 are attached to the lower portion 10 and the side plate 46, respectively. Mesuru Beku, and a plurality of bolts 127 which engage respectively threaded into each of the nut 126.

図６から図１０に示す制震壁１００においても、ガセットプレート４３が底壁板８の下面４１及び下部９及び１０の側面４２の夫々に固着されている一方、スプライスプレート４９及び５０がボルト５４によりガセットプレート４３及び４８の夫々に共締めされている上に、下部９が下支持手段２及びガセットプレート４８の面内方向Ｃの一方の側端に固着された側板４５にスプライスプレート機構１０１により連結されており、そして、下部１０が下支持手段２及びガセットプレート４８の面内方向Ｃの他方の側端に固着された側板４６にスプライスプレート機構１０２により連結されているために、更に十分な耐力をもって下大梁２１に箱体１２を強固に固定でき、加えて、超音波探傷試験等の非破壊検査を省き得て、組み立て工数を削減し得る。   6 to 10, the gusset plate 43 is fixed to the lower surface 41 of the bottom wall plate 8 and the side surfaces 42 of the lower portions 9 and 10, while the splice plates 49 and 50 are bolts 54. In addition to the gusset plates 43 and 48 being fastened together, the lower portion 9 is attached to the side plate 45 fixed to one side end in the in-plane direction C of the lower support means 2 and the gusset plate 48 by the splice plate mechanism 101. Further, since the lower part 10 is connected to the side plate 46 fixed to the other side end in the in-plane direction C of the lower support means 2 and the gusset plate 48 by the splice plate mechanism 102, the The box 12 can be firmly fixed to the lower beam 21 with strength, and in addition, non-destructive inspection such as ultrasonic testing can be omitted, reducing the number of assembly steps. It can be.

なお、制震壁１及び１００は、図１から図３及び図６から図８に示すように、幅広側壁板６及び７並びに底壁板８に溶接固着された複数の補強リブ１３１を具備していてもよく、また、図６から図８に示すように、底壁板８及びガセットプレート４３に溶接固着された複数の補強リブ１３２を具備していてもよい。   The damping walls 1 and 100 include a plurality of reinforcing ribs 131 welded and fixed to the wide side wall plates 6 and 7 and the bottom wall plate 8 as shown in FIGS. 1 to 3 and FIGS. 6 to 8. Further, as shown in FIGS. 6 to 8, a plurality of reinforcing ribs 132 welded and fixed to the bottom wall plate 8 and the gusset plate 43 may be provided.

１、１００ 制震壁
２ 下支持手段
３ 上支持手段
４、５ 狭幅側壁板
６、７ 幅広側壁板
８ 底壁板
９、１０ 下部
１１ 下部固定手段
１２ 箱体
１３ 開口
１４ 隙間
１５ 上部固定手段
１６ 抵抗板
１７ 粘性体
４２、４７、１１３、１１４、１２３、１２４ 側面
１０１、１０２ スプライスプレート機構
１１１、１１２、１２１、１２２ 側端スプライスプレート
１１５、１２５ 側端スプライスプレート
１１６、１２６ ナット
１１７、１２７ ボルト DESCRIPTION OF SYMBOLS 1,100 Damping wall 2 Lower support means 3 Upper support means 4, 5 Narrow side wall plate 6, 7 Wide side wall plate 8 Bottom wall plate 9, 10 Lower part 11 Lower fixing means 12 Box 13 Opening 14 Gap 15 Upper fixing means 16 Resistance plate 17 Viscous body 42, 47, 113, 114, 123, 124 Side surface 101, 102 Splice plate mechanism 111, 112, 121, 122 Side end splice plate 115, 125 Side end splice plate 116, 126 Nut 117, 127 Bolt

Claims (3)

建物壁における下支持手段及び上支持手段と、一対の狭幅側壁板、一対の狭幅側壁板よりも幅広の一対の幅広側壁板及び底壁板を有すると共に当該底壁板及び当該底壁板よりも下方に位置した一対の狭幅側壁板の下部で下支持手段に下部固定手段を介して固定された箱体と、この箱体に対して隙間をもって当該箱体内に配されていると共に上支持手段に上部固定手段を介して固定された抵抗板と、該隙間に充填された粘性体とを具備しており、下部固定手段は、箱体の底壁板の下面及び一対の狭幅側壁板の下部の側面に固着された第一のガセットプレートと、この第一のガセットプレートに対して同一鉛直面内に配されると共に下支持手段に固着された第二のガセットプレートと、第一及び第二のガセットプレートの夫々に対面して配された少なくとも一対のスプライスプレートと、この少なくとも一対のスプライスプレートを第一及び第二のガセットプレートの夫々に共締めするボルトとを具備した制震壁。   Lower and upper support means in the building wall, a pair of narrow side wall plates, a pair of wide side wall plates and a bottom wall plate wider than the pair of narrow side wall plates, and the bottom wall plate and the bottom wall plate A box body fixed to the lower support means via the lower fixing means at the lower part of the pair of narrow side wall plates located below the upper side of the box, and the box body being disposed in the box with a gap with respect to the box body A resistance plate fixed to the support means via the upper fixing means; and a viscous body filled in the gap. The lower fixing means includes a lower surface of the bottom wall plate of the box and a pair of narrow side walls. A first gusset plate fixed to the lower side surface of the plate, a second gusset plate disposed in the same vertical plane with respect to the first gusset plate and fixed to the lower support means, And a second gusset plate facing each other Without even a pair of splicing plates, the at least one pair of splice plates the first and second gusset plates each co fastening bolts and seismic damping wall comprising a. 建物壁における下支持手段及び上支持手段と、一対の狭幅側壁板、一対の狭幅側壁板よりも幅広の一対の幅広側壁板及び底壁板を有すると共に当該底壁板及び当該底壁板よりも下方に位置した一対の狭幅側壁板の下部で下支持手段に下部固定手段を介して固定された箱体と、この箱体に対して隙間をもって当該箱体内に配されていると共に上支持手段に上部固定手段を介して固定された抵抗板と、該隙間に充填された粘性体とを具備しており、下部固定手段は、箱体の底壁板の下面及び一対の狭幅側壁板の下部の一方の側面に固着された第一のガセットプレートと、この第一のガセットプレートに対して同一鉛直面内に配されると共に下支持手段に固着された第二のガセットプレートと、第一及び第二のガセットプレートの夫々に対面して配された少なくとも一対のスプライスプレートと、この少なくとも一対のスプライスプレートを第一及び第二のガセットプレートの夫々に共締めするボルトと、下支持手段及び第二のガセットプレートの一方の側端に固着された一方の側板と、下支持手段及び第二のガセットプレートの他方の側端に固着された他方の側板と、一対の狭幅側壁板のうちの一方の狭幅側壁板の下部を一方の側板に連結する第一のスプライスプレート機構と、一対の狭幅側壁板のうちの他方の狭幅側壁板の下部を他方の側板に連結する第二のスプライスプレート機構とを具備した制震壁。   Lower and upper support means in the building wall, a pair of narrow side wall plates, a pair of wide side wall plates and a bottom wall plate wider than the pair of narrow side wall plates, and the bottom wall plate and the bottom wall plate A box body fixed to the lower support means via the lower fixing means at the lower part of the pair of narrow side wall plates located below the upper side of the box, and the box body being disposed in the box with a gap with respect to the box body A resistance plate fixed to the support means via the upper fixing means; and a viscous body filled in the gap. The lower fixing means includes a lower surface of the bottom wall plate of the box and a pair of narrow side walls. A first gusset plate fixed to one side surface of the lower portion of the plate, a second gusset plate disposed in the same vertical plane with respect to the first gusset plate and fixed to the lower support means, Facing each of the first and second gusset plates And at least one pair of splice plates, a bolt for fastening the at least one pair of splice plates to the first and second gusset plates, and a lower support means and one side end of the second gusset plate. The other side plate fixed to the other side end of the lower support means and the second gusset plate, and the lower portion of one narrow side wall plate of the pair of narrow side wall plates as one side plate A damping wall comprising a first splice plate mechanism connected to the second splice plate mechanism and a second splice plate mechanism connecting the lower part of the other narrow side wall plate of the pair of narrow side wall plates to the other side plate. 第一のスプライスプレート機構は、第一及び第二のガセットプレートを間にして一方の狭幅側壁板の下部及び一方の側板の夫々の一方の側面に対面して配された一対の第一の側端スプライスプレートと、一方の狭幅側壁板の下部及び一方の側板の夫々の他方の側面に対面して配された第二の側端スプライスプレートと、一対の第一の側端スプライスプレート及び第二の側端スプライスプレートを一方の狭幅側壁板の下部及び一方の側板に共締めする他のボルトとを具備しており、第二のスプライスプレート機構は、第一及び第二のガセットプレートを間にして他方の狭幅側壁板の下部及び他方の側板の夫々の一方の側面に対面して配された一対の第三の側端スプライスプレートと、他方の狭幅側壁板の下部及び他方の側板の夫々の他方の側面に対面して配された第四の側端スプライスプレートと、一対の第三の側端スプライスプレート及び第四の側端スプライスプレートを他方の狭幅側壁板の下部及び他方の側板に共締めする他のボルトとを具備した請求項２に記載の制震壁。

The first splice plate mechanism includes a pair of first splices arranged to face one side surface of the lower portion of one narrow side wall plate and one side plate with the first and second gusset plates interposed therebetween. A side end splice plate, a second side end splice plate disposed facing the lower side of one narrow side wall plate and the other side of each side plate, a pair of first side end splice plates, The second side splice plate includes a lower part of one narrow side wall plate and other bolts that fasten the one side plate, and the second splice plate mechanism includes first and second gusset plates. A pair of third side end splice plates arranged to face one side of each of the lower portion of the other narrow side wall plate and the other side plate, and the lower portion and the other of the other narrow side wall plate The other side of each of the side plates A fourth side end splice plate arranged facing each other, and a pair of the third side end splice plate and the fourth side end splice plate are fastened together with the lower portion of the other narrow side wall plate and the other side plate. The damping wall according to claim 2, further comprising a bolt.

JP2017182374A 2017-09-22 2017-09-22 Damping wall Active JP6854225B2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP2017182374A JP6854225B2 (en) 2017-09-22 2017-09-22 Damping wall
TW107131412A TWI689654B (en) 2017-09-22 2018-09-07 Damping wall
PCT/JP2018/033890 WO2019059073A1 (en) 2017-09-22 2018-09-12 Vibration control wall
KR1020207000114A KR102305259B1 (en) 2017-09-22 2018-09-12 seismic wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017182374A JP6854225B2 (en) 2017-09-22 2017-09-22 Damping wall

Publications (2)

Publication Number Publication Date
JP2019056275A true JP2019056275A (en) 2019-04-11
JP6854225B2 JP6854225B2 (en) 2021-04-07

Family

ID=65809880

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017182374A Active JP6854225B2 (en) 2017-09-22 2017-09-22 Damping wall

Country Status (4)

Country Link
JP (1) JP6854225B2 (en)
KR (1) KR102305259B1 (en)
TW (1) TWI689654B (en)
WO (1) WO2019059073A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110043098A (en) * 2019-04-29 2019-07-23 苏州鼎智瑞光智能科技有限公司 A kind of energy-dissipation shock-absorbing damp component and its construction method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000027485A (en) * 1998-07-14 2000-01-25 Sumitomo Constr Co Ltd Quake damping wall, method for mounting quake damping wall, and quake damping structure using quake damping wall
JP2001065193A (en) * 1999-08-27 2001-03-13 Shimizu Corp Vibration control wall
JP2002021369A (en) * 2000-07-10 2002-01-23 Shimizu Corp Seismic control wall

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3864361B2 (en) * 1998-09-01 2006-12-27 清水建設株式会社 Viscous damping wall mounting structure and mounting method
CN1128915C (en) * 1999-09-01 2003-11-26 清水建设株式会社 Mounting structure and method for viscosity system damping wall
CN1413282A (en) * 2000-10-24 2003-04-23 奥依列斯工业株式会社 Vibration control structure
JP4622207B2 (en) * 2002-02-21 2011-02-02 オイレス工業株式会社 Vibration absorber and damping structure using the same
TWM360905U (en) * 2009-02-12 2009-07-11 Yen-Po Wang Wind and shock resistance friction damping apparatus
JP6735198B2 (en) 2016-09-26 2020-08-05 株式会社免制震ディバイス Vibration control wall and manufacturing method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000027485A (en) * 1998-07-14 2000-01-25 Sumitomo Constr Co Ltd Quake damping wall, method for mounting quake damping wall, and quake damping structure using quake damping wall
JP2001065193A (en) * 1999-08-27 2001-03-13 Shimizu Corp Vibration control wall
JP2002021369A (en) * 2000-07-10 2002-01-23 Shimizu Corp Seismic control wall

Also Published As

Publication number Publication date
JP6854225B2 (en) 2021-04-07
KR102305259B1 (en) 2021-09-27
WO2019059073A1 (en) 2019-03-28
TWI689654B (en) 2020-04-01
KR20200014407A (en) 2020-02-10
TW201920821A (en) 2019-06-01

Similar Documents

Publication Publication Date Title
US20150315788A1 (en) Sleeve connector
JP6332505B1 (en) Fire resistance performance test body and fire resistance performance test method for floor beam structure
JP2015021312A (en) Reinforcement structure for columnar structure
JP2018080569A (en) Woody earthquake-proof wall
KR102305259B1 (en) seismic wall
KR101125967B1 (en) Structure Connection Apparatus and Modular having the Same
JP2017044036A (en) Vibration damping device and assembling method of vibration damping device
JP4107259B2 (en) Steel beam connection structure
JP3941277B2 (en) Damping wall
JP2009264015A (en) Seismic response control apparatus
JP6079464B2 (en) Bearing walls and houses
KR100644081B1 (en) High strength mega-truss structure using steel-concrete sandwich beam and factory building using the same
JP6669088B2 (en) Steel plate shear walls, frames and buildings equipped with them
Sadek et al. Testing and analysis of steel beam-column assemblies under column removal scenarios
JP6404015B2 (en) Load bearing wall frame
JP5320220B2 (en) Column omission joint structure, column omission building unit, and unit building
JP7202949B2 (en) Design method of joint structure
JP2019039201A (en) Joint structure of retrofit brace
JP7162457B2 (en) Joining structure of retrofitted brace
JP7379780B1 (en) Additional parts joining material
CN109386525B (en) Reinforcing structure and reinforcing member for structural body composed of column and beam
JP2004218375A (en) Joint structure of joist unit and beam, and connecting structure of joist unit
Liu et al. Experimental Study on Horizontal Oblique Beam-End Connections
JP2005069982A (en) Displacement sensor, vibration control damper and vibration control construction
JP2001065193A (en) Vibration control wall

Legal Events

Date Code Title Description
RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20200217

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200608

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20210302

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20210315

R150 Certificate of patent or registration of utility model

Ref document number: 6854225

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250