TW202202756A - Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity - Google Patents

Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity Download PDF

Info

Publication number
TW202202756A
TW202202756A TW109123743A TW109123743A TW202202756A TW 202202756 A TW202202756 A TW 202202756A TW 109123743 A TW109123743 A TW 109123743A TW 109123743 A TW109123743 A TW 109123743A TW 202202756 A TW202202756 A TW 202202756A
Authority
TW
Taiwan
Prior art keywords
mass
block module
object structure
mass block
mass damper
Prior art date
Application number
TW109123743A
Other languages
Chinese (zh)
Inventor
陳宗珷
陳俊仲
李柏翰
金子健作
後藤尚哉
角友太郎
焦凝
Original Assignee
陳宗珷
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 陳宗珷 filed Critical 陳宗珷
Priority to TW109123743A priority Critical patent/TW202202756A/en
Publication of TW202202756A publication Critical patent/TW202202756A/en

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The present invention provides a miniature tuned mass damper, which comprises a bearing base, a mass block module and a plurality of side plates. The bearing base is provided with a counteracting energy member, at least one side component and a bottom plate, wherein the side component is provided with a plurality of side buffers. The mass block module is disposed on the bottom plate. The side plate is disposed on the side of the mass block module, and is provided with at least one adjustment piece and a top cover. Thus, the miniature tuned mass damper can be directly assembled on the existing object structure according to the configuration requirements. When the object structure is subjected to an earthquake and vibrates in the horizontal direction, the mass block module vibrates in the opposite direction, and the counteracting energy member can dissipate the seismic energy and reduce the displacement of the mass block module. Then, the side buffer is used to restore the position of the mass block module so that the miniature tuned mass damper can dissipate the seismic energy horizontally and can be added to the existing object structure at the same time according to the configuration requirements, thereby achieving the effect of convenient installation, reinforcement of the object structure and improvement of the horizontal seismic capacity. The mass block module includes a plurality of mass blocks and at least one fixed component, wherein the mass blocks are disposed horizontally with each other and positioned through the fixed component. The bottom plate is provided with a plurality of bottom buffers, wherein one end of the bottom buffer abuts against the bottom plate and the other end thereof abuts against the bottom of the mass block module. There are a plurality of top buffers disposed on the lower side of the top cover and the mass block module.

Description

微型調諧質量阻尼器 Miniature Tuned Mass Damper

本發明係有關於一種阻尼器,尤指一種可依照配置需求增設於現有物件結構以達到裝設方便且可補強物件結構與提高耐震能力之微型調諧質量阻尼器。 The present invention relates to a damper, especially a miniature tuned mass damper that can be added to an existing object structure according to configuration requirements to achieve convenient installation, reinforce the object structure and improve shock resistance.

地震活動主要是地殼釋放能量過程中所引發的震動,它是地球上主要的自然災害之一,一旦地震的震度到達一定的級數時,往往會給人類造成巨大的財產損失和人員傷亡,而台灣位處環太平洋地震帶,由於地震頻傳,造成許多建築物損害,危及人類生命財產安全,故不僅須補強既有建築的強度,強化新建結構的耐震能力更是極為重要的減災方法,也因此,現有的物件結構都需要著重耐震或減震之設計,但目前物件結構減震之設計都需要再建設時同時納入規劃,例如安裝阻尼器,但在物件結構中增加減震設計則相對增加其整體結構之設計難度,且目前市面上減震設計結構複雜且施工不易,也會因此造成可使用空間的減少,並且增加有減震設計之物件結構其減震效果亦難以達到預期,更且,有更多已完成之物件結構在建設設計的時候,並未將減震設計納入規劃,尤其是一些中低樓層的物件結構,也因此,目前大多物件結構都無法針對地震作有效的耐震或減震,而目前市面上也沒有任何可直接增設在該些物件結構上的減震裝置,進而造成許多物件結構在居住上存在許多可能因為地震而造成無法預知之危險。 Seismic activity is mainly the vibration caused by the release of energy from the earth's crust. It is one of the main natural disasters on the earth. Once the earthquake intensity reaches a certain level, it will often cause huge property losses and casualties to human beings. Taiwan is located in the Pacific Rim seismic belt. Due to frequent earthquakes, many buildings are damaged and the safety of human life and property is endangered. Therefore, it is not only necessary to strengthen the strength of existing buildings, but also to strengthen the earthquake resistance of new structures. It is also an extremely important disaster mitigation method. , The existing object structure needs to focus on the design of shock resistance or shock absorption, but the current shock absorption design of the object structure needs to be included in the planning at the same time when re-construction, such as installing a damper, but adding a shock absorption design to the object structure will relatively increase its impact. The design of the overall structure is difficult, and the structure of the current shock absorption design on the market is complex and the construction is not easy, which will also reduce the usable space, and the shock absorption effect of adding objects with shock absorption design is also difficult to achieve expectations. There are more completed object structures in the construction design without incorporating the shock absorption design into the planning, especially the object structures of some middle and low floors. Therefore, at present, most of the object structures cannot effectively resist or reduce earthquakes. However, there is no shock absorber that can be directly added to the structures of these objects on the market at present, so that there are many unpredictable dangers that may be caused by earthquakes in many objects and structures.

是以,要如何解決上述習用之問題與缺失,即為本發明之發明人與從事此行業之相關廠商所亟欲研究改善之方向所在者。 Therefore, how to solve the above-mentioned conventional problems and deficiencies is the direction that the inventors of the present invention and related manufacturers in the industry are eager to research and improve.

爰此,為有效解決上述之問題,本發明之主要目的在於提供一種可依照配置需求增設於現有物件結構以達到裝設方便且可補強物件結構與提高耐震能力之微型調諧質量阻尼器。 Therefore, in order to effectively solve the above problems, the main purpose of the present invention is to provide a miniature tuned mass damper that can be added to the existing object structure according to the configuration requirements to achieve convenient installation, reinforce the object structure and improve the shock resistance.

為達上述目的,本發明係提供一種微型調諧質量阻尼器,係包括一承載座及一質量塊模組及複數側板,其中該承載座上設置有一底消能件及至少一側組件及一底板,該側組件於內側位置處設置有複數側緩衝件,而該底板係設置於所述承載座之底消能件上,該底消能件一側貼附所述承載座,另一側係貼附所述底板,而該質量塊模組係設置於所述底板上,另該側板係設置於所述質量塊模組側邊,並該側板上設置有至少一調整件及一頂蓋,而該側緩衝件一端係抵觸所述側組件,另一端係抵觸所述側板,另該頂蓋係設置於所述側板上,藉此,所述微型調諧質量阻尼器係可依照配置需求直接組設於現有物件結構上,而物件結構受地震且產生水平方向振動時,該質量塊模組產生相反方向振動,再由底消能件消散地震能量與降低質量塊模組位移程度,而後再以側緩衝件回復質量塊模組位置,以使該微型調諧質量阻尼器可達到水平消散地震能量,並同時達到可依照配置需求增設於現有物件結構以達到裝設方便且可補強物件結構與提高水平耐震能力之功效者。 In order to achieve the above object, the present invention provides a miniature tuned mass damper, which includes a bearing seat, a mass block module and a plurality of side plates, wherein the bearing seat is provided with a bottom energy dissipating member, at least one side component and a bottom plate , the side assembly is provided with a plurality of side buffers at the inner position, and the bottom plate is arranged on the bottom energy dissipation member of the bearing seat, one side of the bottom energy dissipation member is attached to the bearing seat, and the other side is attached to the bearing seat. The bottom plate is attached, and the mass block module is arranged on the bottom plate, and the side plate is arranged on the side of the mass block module, and at least one adjustment piece and a top cover are arranged on the side plate, One end of the side buffer is against the side member, the other end is against the side plate, and the top cover is disposed on the side plate, whereby the micro tuned mass damper can be directly assembled according to the configuration requirements. It is installed on the existing object structure, and when the object structure is subjected to an earthquake and vibrates in the horizontal direction, the mass block module vibrates in the opposite direction, and then the bottom energy dissipating element dissipates the seismic energy and reduces the displacement degree of the mass block module. The side buffers restore the position of the mass block module, so that the micro tuned mass damper can dissipate seismic energy horizontally, and at the same time, it can be added to the existing object structure according to the configuration requirements, so as to achieve convenient installation, and can reinforce the object structure and improve the level The effect of shock resistance.

根據本發明微型調諧質量阻尼器之一實施例,其中所述質量塊模組係包括有複數質量塊及至少一固定組件,該等質量塊相互水平設置且由所述固定組件貫穿定位。 According to an embodiment of the micro tuned mass damper of the present invention, the mass block module comprises a plurality of mass blocks and at least one fixing element, the mass blocks are arranged horizontally with each other and are positioned through the fixing element.

根據本發明微型調諧質量阻尼器之一實施例,其中所述調整件一端係組設於一側之側板上,另一端係組設於另一側之側板上。 According to an embodiment of the micro tuned mass damper of the present invention, one end of the adjusting member is assembled on one side plate, and the other end is assembled on the other side plate.

根據本發明微型調諧質量阻尼器之一實施例,其中所述底板上設置有複數底緩衝件,而該底緩衝件一端係抵觸所述底板,另一端係抵觸所述質量塊模組底部。 According to an embodiment of the micro tuned mass damper of the present invention, the bottom plate is provided with a plurality of bottom buffers, one end of the bottom buffers abuts against the bottom plate, and the other end abuts against the bottom of the mass module.

根據本發明微型調諧質量阻尼器之一實施例,其中所述側板更具有至少一側消能件,該側消能件一側係貼附所述側板,另一側係貼附所述質量塊模組。 According to an embodiment of the micro tuned mass damper of the present invention, the side plate further has at least one side energy dissipating element, one side of the side energy dissipating element is attached to the side plate, and the other side is attached to the mass block module.

根據本發明微型調諧質量阻尼器之一實施例,其中所述頂蓋下側設置有複數頂緩衝件,且該頂緩衝件係設置於所述質量塊模組上,並該頂緩衝件一端係抵觸所述頂蓋,另一端係抵觸所述質量塊模組頂部。 According to an embodiment of the micro tuned mass damper of the present invention, a plurality of top buffers are arranged on the underside of the top cover, and the top buffers are arranged on the mass module, and one end of the top buffer is connected to Abutting against the top cover, and the other end against the top of the mass module.

1:微型調諧質量阻尼器 1: Miniature Tuned Mass Damper

11:承載座 11: Bearing seat

111:底消能件 111: Bottom energy dissipation parts

112:側組件 112: Side Components

113:底板 113: Bottom plate

114:側緩衝件 114: Side bumper

115:底緩衝件 115: Bottom buffer

12:質量塊模組 12: Mass Block Module

121:質量塊 121: Mass Block

122:固定組件 122: Fixed components

13:側板 13: Side panels

131:調整件 131: Adjustment pieces

132:頂蓋 132: top cover

133:側消能件 133: Side energy dissipation parts

134:頂緩衝件 134: Top bumper

2:樓板 2: Floor slab

3:頂板 3: top plate

第1圖係本發明微型調諧質量阻尼器之立體組合示意圖。 Fig. 1 is a schematic three-dimensional assembly diagram of the micro tuned mass damper of the present invention.

第2圖係本發明微型調諧質量阻尼器之立體分解示意圖。 Fig. 2 is a schematic exploded perspective view of the micro tuned mass damper of the present invention.

第3圖係本發明微型調諧質量阻尼器之組合剖視示意圖。 Fig. 3 is a schematic cross-sectional view of the assembly of the micro tuned mass damper of the present invention.

第4圖係本發明微型調諧質量阻尼器之實施示意圖一。 FIG. 4 is a schematic diagram 1 of the implementation of the micro tuned mass damper of the present invention.

第5圖係本發明微型調諧質量阻尼器之實施示意圖二。 Fig. 5 is a schematic diagram 2 of the implementation of the micro tuned mass damper of the present invention.

第6圖係本發明微型調諧質量阻尼器之另一立體分解示意圖。 FIG. 6 is another perspective exploded schematic view of the micro tuned mass damper of the present invention.

第7圖係本發明微型調諧質量阻尼器之另一組合剖視示意圖。 FIG. 7 is a schematic cross-sectional view of another assembly of the micro tuned mass damper of the present invention.

第8圖係本發明微型調諧質量阻尼器之另一實施示意圖。 FIG. 8 is a schematic diagram of another implementation of the micro tuned mass damper of the present invention.

首先,請參閱第1圖至第3圖所示,係為本發明微型調諧質量阻尼器之立體組合示意圖及立體分解示意圖及組合剖視示意圖,由圖中可清楚看 出,其中所述微型調諧質量阻尼器1係包括有一承載座11及一質量塊模組12及複數側板13。 First, please refer to FIG. 1 to FIG. 3, which are the three-dimensional combined schematic diagram, three-dimensional exploded schematic diagram and combined cross-sectional schematic diagram of the micro tuned mass damper of the present invention, which can be clearly seen from the drawings. As shown, the miniature tuned mass damper 1 includes a bearing base 11 , a mass module 12 and a plurality of side plates 13 .

其中該承載座11係為形體為平面之板體,且該承載座11設置有上側設置有一底消能件111及至少一側組件112及一底板113,該底消能件111底側貼附所述承載座11,且該底消能件111係為水平摩擦材料所形成,而該水平摩擦材料係可為鐵氟龍或黏彈材料或橡膠材料,更該底消能件111主要是作為提升物件結構阻尼比,達到消散地震能量與降低物件結構屋頂加速度、位移與層間變位角,而該側組件112係設置於所述承載座11上且相對設置於所述承載座11外側位置處,並該側組件112上設置有複數側緩衝件114,該側緩衝件114係可為水平彈簧或油壓阻尼器或液流阻尼器,而該底板113係為形體為平面之板體,而該底消能件111底側貼附所述承載座11,另一側之頂側係貼附所述底板113。 The bearing seat 11 is a flat plate body, and the bearing seat 11 is provided with a bottom energy dissipating member 111 , at least one side component 112 and a bottom plate 113 disposed on the upper side, and the bottom energy dissipating member 111 is attached to the bottom side. The bearing seat 11 and the bottom energy dissipation member 111 are formed of horizontal friction material, and the horizontal friction material can be Teflon, viscoelastic material or rubber material, and the bottom energy dissipation member 111 is mainly used as a The structural damping ratio of the object is increased to dissipate the seismic energy and reduce the acceleration, displacement and inter-story displacement angle of the object structure roof. , and the side assembly 112 is provided with a plurality of side buffers 114, the side buffers 114 can be horizontal springs, hydraulic dampers or liquid flow dampers, and the bottom plate 113 is a flat plate, and The bottom side of the bottom energy dissipation element 111 is attached to the bearing base 11 , and the top side of the other side is attached to the bottom plate 113 .

其中所述質量塊模組12係設置於所述底板113上,其中該質量塊模組12係可為單一物件,但於本實施例中,該質量塊模組12係包括有複數質量塊121及至少一固定組件122,而該質量塊121主要採片狀質量塊121且可依照需求調整數量,而其材質係為混凝土或鋼材或具有高密度之材料,並該等質量塊121係相互水平間隔設置,且各質量塊121上皆穿設有孔洞,而該固定組件122係穿設所有質量塊121之孔洞,使該質量塊121可透過所述固定組件122定位其相對位置。 The proof block module 12 is disposed on the bottom plate 113 , wherein the proof block module 12 can be a single object, but in this embodiment, the proof block module 12 includes a plurality of proof blocks 121 and at least one fixed component 122, and the mass 121 is mainly made of sheet-like mass 121 and the quantity can be adjusted according to requirements, and its material is concrete or steel or a material with high density, and the mass 121 is level with each other They are arranged at intervals, and each mass block 121 is provided with holes, and the fixing element 122 passes through the holes of all the mass blocks 121 , so that the mass blocks 121 can be positioned relative to each other through the fixing element 122 .

其中所述側板13係設置於所述質量塊模組12側邊且架設於底座上,而於本實施例中,該質量塊模組12四側邊皆設置所述側板13,又該側板13設置有至少一調整件131及一頂蓋132,其中該調整件131係為可調式預力螺桿,且該調整件131一端係組設於一側之側板13上,另一端係組設於對面側之側板13上,且於本實施例中,該側板13上設置有四根調整件 131,而該頂蓋132係罩蓋於所述側板13上,且該側緩衝件114一端係抵觸所述側組件112,另一端係抵觸所述側板13。 The side plates 13 are disposed on the sides of the mass module 12 and are erected on the base. In this embodiment, the side plates 13 are disposed on all four sides of the mass module 12, and the side plates 13 At least one adjusting piece 131 and a top cover 132 are provided, wherein the adjusting piece 131 is an adjustable prestressing screw, and one end of the adjusting piece 131 is assembled on the side plate 13 on one side, and the other end is assembled on the opposite side On the side plate 13 of the side, and in this embodiment, four adjustment pieces are arranged on the side plate 13 131 , the top cover 132 is covered on the side plate 13 , and one end of the side buffer 114 is abutted against the side member 112 , and the other end is abutted against the side plate 13 .

另請參閱前述附圖及第4圖及第5圖所示,係為本發明微型調諧質量阻尼器之實施示意圖一及實施示意圖二,其中所述微型調諧質量阻尼器1係可依照配置需求直接組設於現有物件結構上,其中該物件結構係可為建物或橋樑或大型機具等等物件,而於本實施例中,該微型調諧質量阻尼器1係組設於建物上,且該微型調諧質量阻尼器1可透過螺栓直接或透過承載座11固定於屋頂露台樓板2上方或屋頂室內頂板3下方,而物件結構受地震且產生水平方向振動時,該質量塊模組12產生相反方向振動,再由底消能件111消散地震能量與降低質量塊模組12位移程度,而後再以側緩衝件114回復質量塊模組12位置,以使該微型調諧質量阻尼器1可達到水平消散地震能量,並同時達到可依照配置需求增設於現有物件結構以達到裝設方便且可補強物件結構與提高水平耐震能力之功效者。 Please also refer to the aforesaid drawings and FIGS. 4 and 5, which are schematic diagrams 1 and 2 of the implementation of the micro tuned mass damper according to the present invention, wherein the micro tuned mass damper 1 can be directly It is assembled on an existing object structure, wherein the object structure can be a building, a bridge, a large-scale machine, etc., and in this embodiment, the micro tuned mass damper 1 is assembled on a building, and the micro tuned mass damper 1 is assembled on a building. The mass damper 1 can be fixed directly above the roof terrace slab 2 or below the roof indoor roof 3 through bolts or through the bearing seat 11, and when the object structure is subjected to an earthquake and vibrates in the horizontal direction, the mass block module 12 vibrates in the opposite direction, The bottom energy dissipation member 111 dissipates the seismic energy and reduces the displacement of the mass module 12, and then the side buffer member 114 is used to restore the position of the mass module 12, so that the micro tuned mass damper 1 can dissipate seismic energy horizontally. , and at the same time, it can be added to the existing object structure according to the configuration requirements, so as to achieve the effect of convenient installation, reinforcing the object structure and improving the horizontal shock resistance.

另請參閱前述附圖及第6圖及第7圖所示,係為本發明微型調諧質量阻尼器之另一立體組合示意圖及另一立體分解示意圖及另一組合剖視示意圖,由圖中可清楚看出,其中所述底板113上更設置有複數底緩衝件115,該底緩衝件115頂端係抵觸所述質量塊模組12底部,而底端係抵觸所述底板113,使該質量塊模組12可透過所述底緩衝件115支撐於該底板113上,而該側板13相對質量塊模組12之一側更設置有至少一側消能件133,該側消能件133一側係貼附所述側板13,另一側係貼附所述質量塊模組12,又該側消能件133係為水平摩擦材料所形成,而該水平摩擦材料係可為鐵氟龍或黏彈材料或橡膠材料,更該側消能件133主要是作為提升物件結構阻尼比,達到消散地震能量與降低物件結構屋頂加速度、位移與層間變位角,又該調整件131之功效為緊迫側板13上之側消能件133及質量塊模組12,透過緊 迫力道的大小可調整側消能件133及質量塊模組12之間的摩擦力,藉此可依物件結構不同之需求做調整,而該頂蓋132上設置有複數頂緩衝件134,該頂緩衝件134係可為垂直彈簧或油壓阻尼器或液流阻尼器,並該頂緩衝件134相互間隔設置且平均設置於該頂蓋132之平面上,且該頂緩衝件134一端係抵觸所述頂蓋132,另一端係抵觸所述質量塊模組12頂部。 Please also refer to the aforesaid accompanying drawings and FIGS. 6 and 7, which are another three-dimensional combined schematic diagram, another three-dimensional exploded schematic diagram, and another combined cross-sectional schematic diagram of the micro tuned mass damper of the present invention. It can be clearly seen that the bottom plate 113 is further provided with a plurality of bottom buffers 115, the top of the bottom buffers 115 is against the bottom of the mass module 12, and the bottom is against the bottom plate 113, so that the mass The module 12 can be supported on the bottom plate 113 through the bottom buffer member 115 , and the side plate 13 is further provided with at least one side energy dissipating element 133 on one side of the side plate 13 opposite to the mass block module 12 , and the side energy dissipating element 133 is on one side. The side plate 13 is attached to the side plate 13 and the mass module 12 is attached to the other side, and the side energy dissipation member 133 is formed of a horizontal friction material, and the horizontal friction material can be Teflon or adhesive. Elastic material or rubber material, and the side energy dissipation member 133 is mainly used to increase the damping ratio of the object structure, to dissipate the seismic energy and reduce the acceleration, displacement and inter-story displacement angle of the object structure roof, and the function of the adjustment member 131 is to press the side plate The side energy dissipating member 133 and the mass block module 12 on the 13 The size of the force channel can adjust the friction force between the side energy dissipation member 133 and the mass block module 12 , so that it can be adjusted according to the requirements of different object structures. The top buffers 134 can be vertical springs, hydraulic dampers or liquid flow dampers, and the top buffers 134 are spaced apart from each other and evenly arranged on the plane of the top cover 132 , and one end of the top buffers 134 is in contact with each other. The other end of the top cover 132 abuts against the top of the mass module 12 .

另請參閱前述附圖及第8圖所示,係為本發明微型調諧質量阻尼器之另一實施示意圖,其中所述微型調諧質量阻尼器1係可依照配置需求直接組設於現有物件結構上,且該微型調諧質量阻尼器1可透過螺栓直接或透過承載座11固定於屋頂露台樓板2上方或屋頂室內頂板3下方,而物件結構受地震且產生垂直方向振動時,該質量塊模組12產生相反方向振動,再由側消能件133消散地震能量與降低質量塊模組12位移程度,而後再以底緩衝件115與頂緩衝件134回復質量塊模組12位置,以使該微型調諧質量阻尼器1可達到垂直消散地震能量,又其中,若物件結構受地震且產生垂直方向振動時,該質量塊模組12產生相反方向振動,再由底消能件111消散地震能量與降低質量塊模組12位移程度,而後再以側緩衝件114回復質量塊模組12位置,以使該微型調諧質量阻尼器1可達到垂直消散地震能量。藉此,所述微型調諧質量阻尼器1可依照配置需求直接組設於現有物件結構上,而於地震發生時,更可透過側消能件133與底消能件111垂直及水平消散地震能量,進而到可依照配置需求增設於現有物件結構以達到裝設方便且可補強物件結構與提高垂直與水平耐震能力之功效者,更且該微型調諧質量阻尼器1更可降低樓層因地震而造成變位角之效益、屋頂加速度與位移反應之功效。 Please also refer to the aforementioned drawings and FIG. 8 , which are schematic diagrams of another implementation of the micro tuned mass damper of the present invention, wherein the micro tuned mass damper 1 can be directly assembled on the existing object structure according to the configuration requirements , and the micro tuned mass damper 1 can be fixed directly above the roof terrace floor 2 or below the roof indoor roof 3 through bolts or through the bearing base 11, and when the object structure is subjected to earthquake and produces vertical vibration, the mass block module 12 Vibration in the opposite direction is generated, the seismic energy is dissipated by the side energy dissipation member 133 and the displacement degree of the mass module 12 is reduced, and then the bottom buffer member 115 and the top buffer member 134 are used to restore the position of the mass module 12, so that the micro-tuning The mass damper 1 can achieve vertical dissipation of seismic energy, and wherein, if the object structure is subjected to an earthquake and vibrates in a vertical direction, the mass block module 12 vibrates in the opposite direction, and then the bottom energy dissipation member 111 dissipates the seismic energy and reduces the mass. The block module 12 is displaced to a certain degree, and then the side buffer member 114 is used to restore the position of the mass block module 12, so that the micro tuned mass damper 1 can achieve vertical dissipation of seismic energy. Therefore, the micro tuned mass damper 1 can be directly assembled on the existing object structure according to the configuration requirements, and when an earthquake occurs, the seismic energy can be dissipated vertically and horizontally through the side energy dissipation element 133 and the bottom energy dissipation element 111. , and then can be added to the existing object structure according to the configuration requirements to achieve the effect of convenient installation and can reinforce the object structure and improve the vertical and horizontal seismic capacity, and the micro tuned mass damper 1 can also reduce the floor caused by earthquakes. Benefit of displacement angle, effect of roof acceleration and displacement response.

以上已將本發明做一詳細說明,惟以上所述者,僅為本發明之一較佳實施例而已,當不能限定本發明實施之範圍,即凡依本發明申請範圍所作之均等變化與修飾等,皆應仍屬本發明之專利涵蓋範圍。 The present invention has been described in detail above, but the above is only a preferred embodiment of the present invention, and should not limit the scope of the present invention, that is, all equivalent changes and modifications made according to the scope of the present invention are equivalent etc., shall still fall within the scope of the patent of the present invention.

1:微型調諧質量阻尼器 1: Miniature Tuned Mass Damper

11:承載座 11: Bearing seat

111:底消能件 111: Bottom energy dissipation parts

112:側組件 112: Side Components

113:底板 113: Bottom plate

114:側緩衝件 114: Side bumper

12:質量塊模組 12: Mass Block Module

121:質量塊 121: Mass Block

122:固定組件 122: Fixed components

13:側板 13: Side panels

131:調整件 131: Adjustment pieces

132:頂蓋 132: top cover

Claims (6)

一種微型調諧質量阻尼器,係包括: A miniature tuned mass damper comprising: 一承載座,該承載座上設置有一底消能件及至少一側組件及一底板,該側組件上設置有複數側緩衝件,而該底板係設置於所述承載座之底消能件上,而該底消能件一側貼附所述承載座,另一側係貼附所述底板; A bearing seat, the bearing seat is provided with a bottom energy dissipation member, at least one side component and a bottom plate, the side component is provided with a plurality of side buffer members, and the bottom plate is arranged on the bottom energy dissipation member of the bearing seat , and one side of the bottom energy dissipation member is attached to the bearing seat, and the other side is attached to the bottom plate; 一質量塊模組,又該質量塊模組係設置於所述底板上;及 A mass block module, and the mass block module is disposed on the bottom plate; and 複數側板,該等側板係分別貼附於所述質量塊模組側邊,且該側板上設置有至少一調整件及一頂蓋,而該側緩衝件一端係抵觸所述側組件,另一端係抵觸所述側板,而該頂蓋係罩蓋該側板上。 A plurality of side plates, the side plates are respectively attached to the sides of the mass block module, and the side plates are provided with at least one adjustment piece and a top cover, and one end of the side buffer piece is against the side component, and the other end is against the side panel, and the top cover covers the side panel. 如請求項1所述之微型調諧質量阻尼器,其中所述質量塊模組係包括有複數質量塊及至少一固定組件,該等質量塊相互水平設置且由所述固定組件貫穿定位。 The miniature tuned mass damper as claimed in claim 1, wherein the mass block module comprises a plurality of mass blocks and at least one fixing element, the mass blocks are arranged horizontally with each other and are positioned through the fixing element. 如請求項1所述之微型調諧質量阻尼器,其中所述調整件一端係組設於一側之側板上,另一端係組設於另一側之側板上。 The miniature tuned mass damper according to claim 1, wherein one end of the adjusting member is assembled on one side plate, and the other end is assembled on the other side plate. 如請求項1所述之微型調諧質量阻尼器,其中所述底板上設置有複數底緩衝件,而該底緩衝件一端係抵觸所述底板,另一端係抵觸所述質量塊模組底部。 The micro tuned mass damper according to claim 1, wherein a plurality of bottom buffers are arranged on the bottom plate, and one end of the bottom buffers abuts against the bottom plate, and the other end abuts against the bottom of the mass module. 如請求項1所述之微型調諧質量阻尼器,其中所述側板更具有至少一側消能件,該側消能件一側係貼附所述側板,另一側係貼附所述質量塊模組。 The miniature tuned mass damper according to claim 1, wherein the side plate further has at least one side energy dissipating element, one side of the side energy dissipating element is attached to the side plate, and the other side is attached to the mass block module. 如請求項1所述之微型調諧質量阻尼器,其中所述頂蓋下側設置有複數頂緩衝件,且該頂緩衝件係設置於所述質量塊模組上,並該頂緩衝件一端係抵觸所述頂蓋,另一端係抵觸所述質量塊模組頂部。 The miniature tuned mass damper according to claim 1, wherein a plurality of top buffers are arranged on the underside of the top cover, and the top buffers are arranged on the mass module, and one end of the top buffer is connected to Abutting against the top cover, and the other end against the top of the mass module.
TW109123743A 2020-07-14 2020-07-14 Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity TW202202756A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW109123743A TW202202756A (en) 2020-07-14 2020-07-14 Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW109123743A TW202202756A (en) 2020-07-14 2020-07-14 Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity

Publications (1)

Publication Number Publication Date
TW202202756A true TW202202756A (en) 2022-01-16

Family

ID=80787785

Family Applications (1)

Application Number Title Priority Date Filing Date
TW109123743A TW202202756A (en) 2020-07-14 2020-07-14 Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity

Country Status (1)

Country Link
TW (1) TW202202756A (en)

Similar Documents

Publication Publication Date Title
US9394967B2 (en) Three-dimensional shock-absorbing device
TW200815650A (en) Seismically stable flooring
KR101497144B1 (en) Aseismic constructing method and aseismic device of computation equipment on the access floor
KR102094884B1 (en) Base isolation apparatus with improved damping performance
CN110345191B (en) Universal ball bearing-sliding disc type cultural relic shock isolation device
JP6118194B2 (en) Soundproof floor structure
JP6991422B2 (en) Vibration damping device for structures
JP2017166735A (en) Precast concrete vibration-proof base plate
TW202202756A (en) Miniature tuned mass damper which can dissipate the seismic energy horizontally and can be added to the existing object structure according to the configuration requirements so as to achieve the effect of convenient installation, reinforcement of the object structure, and improvement of the horizontal seismic capacity
JP4902239B2 (en) Wall structure of building and vibration control panel used for this wall structure
TW202202755A (en) Miniature tuned mass damper including a base, a mass module, a plurality of side plates, and a top seat
JP5338611B2 (en) Vertical seismic isolation device
KR101880496B1 (en) Brace having viscoplastic hybrid damper
KR101351755B1 (en) Apparatus for damping vibration between stairs using dynamic elasticity and method thereof
TWM614186U (en) Micro tuning mass damper
TWM614185U (en) Micro tuning mass damper
KR20160120116A (en) Joint-shaped Vibration Control Device
JP6977313B2 (en) Damping structure of the structure
JP5327647B2 (en) Damping structure
JP4828951B2 (en) Laminated rubber bearing and seismic isolation system
JPH03272343A (en) Dual type mass damper
JP2760822B2 (en) Base-isolated floor structure
JP7286904B2 (en) building
JP3019057U (en) Earthquake proof equipment
JP2004011318A (en) Base isolation system for building structure