TW201932685A - Earthquake-proof, wind-proof and energy dissipation device based on shear deformation - Google Patents
Earthquake-proof, wind-proof and energy dissipation device based on shear deformation Download PDFInfo
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本發明係有關於一種基於剪力變形之抗震防風消能裝置，尤指一種可將結構體因震動產生層間位移之剪力能量有效吸收、消散之裝置者。The invention relates to a seismic windproof and energy dissipating device based on shear deformation, in particular to a device capable of effectively absorbing and dissipating shear energy of a structure due to vibration of interlayer displacement.
按，處於地震帶的國家或區域，當地震發生時，由於地層變動導致地表位移，而對建築物結構產生影響，若建築物強度不足以抵抗地震產生能量時，建築物便會遭受破壞，輕者龜裂變形，重者傾倒坍塌，因此，將地震等對建築物造成破壞消除降低，一直以來為各界致力研究目標。According to the country or region in the seismic zone, when the earthquake occurs, the surface displacement caused by the formation changes, and the structure of the building is affected. If the strength of the building is insufficient to resist the energy generated by the earthquake, the building will be damaged and light. The cracks are deformed, and the heavy ones are dumped and collapsed. Therefore, it is necessary to reduce the damage caused by earthquakes and other buildings, and has been working hard for research goals.
現有建築物之地震消能裝置係主要包含有油壓阻尼器、摩擦阻尼器及鋼板阻尼器等，其中，該油壓阻尼器係於二端分別設有接頭，乃將二接頭分別固定於建物的樑、柱結構處，當地震發生使樑、柱位移變形時，該油壓阻尼器便可產生緩衝效果，以減緩地震對建物樑、柱結構破壞，然油壓阻尼器使用上會有漏油及易受環境溫度影響等問題，必須定期檢修，使用上相當麻煩。另該摩擦阻尼器則係於內部安置摩擦滑動界面，並於界面上施加一固定之正向力，當地震來襲時會使阻尼器二端產生相對位移，正向力即在滑動界面上產生一滑動摩擦力，藉以消散結構之震動能量。請參閱第八圖所示，為現有摩擦阻尼器（６）於安裝上，主要係藉由連結件（８）採對角型斜撐型態安裝於建築物（７）之樓層間，或以一字型配合K型斜撐之連結件（８）安裝於建築物（７）之樓層間〔如第九圖所示〕，另請參閱第十圖所示，或可配合隔震器（９）一起使用，以經由連結件（８）等安裝於建築物（７）底部處，藉以增加隔震器（９）消能效果等，該摩擦阻尼器雖無漏油及受環境溫度影響等情形，然由於摩擦阻尼器之消能能力係與其起始滑動摩擦力有關，若滑動摩擦力設計過大，則易發生阻尼器於地震時大部分時間不產生滑動情形，而無法達到最佳消能效果，但若預設滑動摩擦力過小，則阻尼器雖可大部分時間處於滑動狀態，但因元件消能能力係滑動摩擦力乘上位移，因此難以達到有效減震消能效果。The earthquake energy dissipating device of the existing building mainly comprises a hydraulic damper, a friction damper and a steel plate damper, wherein the hydraulic damper is respectively provided with a joint at the two ends, and the two joints are respectively fixed to the building. At the beam and column structure, when the earthquake occurs to deform the beam and column, the oil damper can generate a buffering effect to slow down the damage to the building beam and column structure, and there will be leakage in the use of the oil pressure damper. Oil and other factors that are susceptible to environmental temperature must be regularly repaired and used. In addition, the friction damper is internally disposed with a frictional sliding interface, and a fixed positive force is applied to the interface. When the earthquake strikes, the two ends of the damper are relatively displaced, and the positive force is generated at the sliding interface. A sliding friction force to dissipate the vibration energy of the structure. Referring to the eighth figure, the existing friction damper (6) is mainly installed on the floor of the building (7) by the connecting piece (8) by diagonal joint type, or The one-piece type K-type diagonal bracing joint (8) is installed between the floors of the building (7) (as shown in the ninth figure), please also refer to the tenth figure, or can be equipped with a vibration isolator (9) Used together to be installed at the bottom of the building (7) via a joint (8) or the like, thereby increasing the energy dissipating effect of the isolator (9), etc., although the friction damper has no oil leakage and is affected by the ambient temperature, etc. However, since the energy dissipation capability of the friction damper is related to its initial sliding friction force, if the sliding friction force is designed too large, the damper may not cause sliding during most of the earthquake, and the optimal energy dissipation effect cannot be achieved. However, if the preset sliding friction force is too small, the damper can be in a sliding state for most of the time, but because the energy dissipation capability of the component is the sliding friction force multiplied by the displacement, it is difficult to achieve an effective damping energy dissipation effect.
緣是，本發明人有鑑於現有油壓阻尼器及摩擦阻尼器等減震裝置於使用上仍有上述諸多缺失，乃藉其多年於相關領域的製造及設計經驗和知識的輔佐，並經多方巧思，研創出本發明。Therefore, the present inventors have in view of the above-mentioned many deficiencies in the use of shock absorbing devices such as hydraulic dampers and friction dampers, and have been assisted by many years of manufacturing and design experience and knowledge in related fields. Ingenuity, research and development of the present invention.
本發明係有關於一種基於剪力變形之抗震防風消能裝置，其主要目的係為了提供一種可將結構體因震動產生層間位移之剪力能量有效吸收、消散之裝置者。The invention relates to a seismic wind-proof energy-dissipating device based on shear deformation, and the main purpose thereof is to provide a device capable of effectively absorbing and dissipating the shear energy of the structure due to the displacement of the structure due to vibration.
為了達到上述實施目的，本發明人乃研擬如下基於剪力變形之抗震防風消能裝置，係主要包含有一第一組立板及一第二組立板，並使該第一組立板及第二組立板呈上、下相對設置，又使該第一組立板及第二組立板間設有複數消能片，並使該複數消能片由該第一組立板及第二組立板的前側沿該第一組立板及第二組立板長度向往該第一組立板及第二組立板後側依序排列設置，另使該消能片上、下二端分別與該第一組立板及第二組立板固定結合，以利用該前、後排列設置之複數消能片將左、右方向剪力能量吸收消除。In order to achieve the above-mentioned implementation, the inventors have developed the following seismic deformation and energy dissipation device based on shear deformation, which mainly includes a first set of vertical plates and a second set of vertical plates, and the first set of vertical plates and the second set of vertical plates The plates are disposed opposite to each other, and a plurality of energy dissipation sheets are disposed between the first group of vertical plates and the second group of vertical plates, and the plurality of energy dissipation sheets are separated from the front side of the first group of vertical plates and the second group of vertical plates The lengths of the first set of vertical plates and the second set of vertical plates are arranged in sequence toward the rear side of the first set of vertical plates and the second set of vertical plates, and the upper and lower ends of the energy dissipating sheets are respectively associated with the first set of vertical plates and the second set of vertical plates The fixed combination is used to eliminate the shear energy absorption in the left and right directions by using the plurality of energy dissipating sheets arranged in the front and rear.
如上所述之基於剪力變形之抗震防風消能裝置，其中，乃使相鄰之兩消能片分別為第一消能片及第二消能片，係使該第一消能片其下端與位於下方之第二組立板左側處相固接，另使該第一消能片其上端與位於上方之第一組立板右側處相固接，又使該第二消能片其下端與位於下方之第二組立板右側處相固接，另使該第二消能片其上端與位於上方之第一組立板左側處相固接。The seismic deformation and energy dissipation device based on shear deformation as described above, wherein the adjacent two energy dissipation sheets are respectively the first energy dissipation sheet and the second energy dissipation sheet, and the lower end of the first energy dissipation sheet is Fixing the left side of the second set of vertical plates located below, and fixing the upper end of the first energy dissipating piece to the right side of the first set of vertical plates, and the lower end of the second energy dissipating piece is located at the lower end The lower side of the second set of vertical plates is fixed at the right side, and the upper end of the second energy dissipating piece is fixed to the left side of the first set of vertical plates located above.
如上所述之基於剪力變形之抗震防風消能裝置，其中，該第一消能片及第二消能片與該第二組立板間係呈15〜75度夾角設立。The seismic deformation and energy dissipation device based on shear deformation as described above, wherein the first energy dissipating sheet and the second energy dissipating sheet are formed at an angle of 15 to 75 degrees between the second group of vertical plates.
如上所述之基於剪力變形之抗震防風消能裝置，其中，該第一消能片及第二消能片與該第二組立板間係呈45度夾角設立。The seismic deformation and energy dissipating device based on shear deformation as described above, wherein the first energy dissipating sheet and the second energy dissipating sheet are formed at an angle of 45 degrees with the second group of vertical plates.
如上所述之基於剪力變形之抗震防風消能裝置，其中，乃使相鄰之兩消能片分別為第一消能片及第二消能片，係使該第一消能片其下端與位於下方之第二組立板左側處相固接，另使該第一消能片其上端與位於上方之第一組立板中央處相固接，又使該第二消能片其下端與位於下方之第二組立板右側處相固接，另使該第二消能片其上端與位於上方之第一組立板中央處相固接。The seismic deformation and energy dissipation device based on shear deformation as described above, wherein the adjacent two energy dissipation sheets are respectively the first energy dissipation sheet and the second energy dissipation sheet, and the lower end of the first energy dissipation sheet is Fixing the left side of the second set of vertical plates located below, and fixing the upper end of the first energy dissipating piece to the center of the first set of vertical plates located above, and the lower end of the second energy dissipating piece is located at the lower end The lower side of the second set of vertical plates is fixed at the right side, and the upper end of the second energy dissipating piece is fixed to the center of the first set of vertical plates located above.
如上所述之基於剪力變形之抗震防風消能裝置，其中，該第一消能片及第二消能片與該第二組立板間係呈15〜75度夾角設立。The seismic deformation and energy dissipation device based on shear deformation as described above, wherein the first energy dissipating sheet and the second energy dissipating sheet are formed at an angle of 15 to 75 degrees between the second group of vertical plates.
如上所述之基於剪力變形之抗震防風消能裝置，其中，該第一組立板及第二組立板間之複數消能片其上、下二端係分別與該第一組立板及第二組立板呈90度夾角設立。The seismic deformation and energy dissipating device based on shear deformation, wherein the upper and lower ends of the plurality of energy dissipating sheets between the first set of vertical plates and the second set of vertical plates are respectively associated with the first set of vertical plates and the second The set of panels is set at an angle of 90 degrees.
藉此，當使用實施時，係可將本發明安裝於二結構體間，當二結構體發生震動，而使與二結構體相接之二組立板受連動產生左、右方向相對位移時，即可藉由二組立板間之複數消能片其抗剪力變形之應變能，以吸收、消散兩結構體因外力作用引發層間位移剪力能量，以達到有效防風、抗震效果，另本發明之基於剪力變形之抗震防風消能裝置由於構造簡便、製造成本低廉，故具有經濟效益，且運作上不會有元件間相互鬆脫等情形，據此，俾確保防風、抗震效果之穩定可靠性。Therefore, when used in practice, the present invention can be installed between the two structures. When the two structures vibrate, the two sets of vertical plates that are in contact with the two structures are interlocked to generate relative displacement in the left and right directions. The shear energy of the shear dissipating deformation of the plurality of energy dissipating sheets between the two sets of vertical plates can be absorbed and dissipated to induce the interlaminar displacement shear energy of the two structures due to the external force to achieve an effective windproof and seismic effect, and the present invention The earthquake-resistant and wind-proof energy-dissipating device based on shear deformation has economical advantages due to its simple structure and low manufacturing cost, and there is no problem that the components are loosened from each other in operation, and accordingly, the wind and earthquake-proof effects are ensured to be stable and reliable. Sex.
而為令本發明之技術手段及其所能達成之效果，能夠有更完整且清楚的揭露，茲詳細說明如下，請一併參閱揭露之圖式及圖號：In order to make the technical means of the present invention and the effects thereof can be more completely and clearly disclosed, the following is a detailed description. Please refer to the disclosed drawings and drawings:
首先，請參閱第一圖所示，為本發明之基於剪力變形之抗震防風消能裝置，係主要包含有一第一組立板（１）及一第二組立板（２），並使該第一組立板（１）及第二組立板（２）呈上、下相對設置，又使該第一組立板（１）及第二組立板（２）間設有複數消能片（３），並使該複數消能片（３）由該第一組立板（１）及第二組立板（２）的前側沿該第一組立板（１）及第二組立板（２）長度向往該第一組立板（１）及第二組立板（２）後側依序排列設置，乃使相鄰之兩消能片（３）分別為第一消能片（３１）及第二消能片（３２），係使第一消能片（３１）其下端與位於下方之第二組立板（２）左側處相固接，另使該第一消能片（３１）其上端與位於上方之第一組立板（１）右側處相固接，又使該第二消能片（３２）其下端與位於下方之第二組立板（２）右側處相固接，另使該第二消能片（３２）其上端與位於上方之第一組立板（２）左側處相固接，而使該相鄰之兩消能片（３）呈X型交叉設置，又使該第一消能片（３１）及第二消能片（３２）與該第二組立板（２）間呈15〜75度夾角設立，本發明之最佳實施例係使該第一消能片（３１）及第二消能片（３２）與該第二組立板（２）間呈45度夾角設立。First, referring to the first figure, the shear-deformation-based seismic wind-proof energy-dissipating device of the present invention mainly comprises a first set of vertical plates (1) and a second set of vertical plates (2), and the first A set of vertical plates (1) and a second set of vertical plates (2) are disposed opposite to each other, and a plurality of energy dissipating sheets (3) are disposed between the first set of vertical plates (1) and the second set of vertical plates (2). And causing the plurality of energy dissipating sheets (3) to be forwarded from the front side of the first set of vertical plates (1) and the second set of vertical plates (2) along the length of the first set of vertical plates (1) and the second set of vertical plates (2) The rear side of the set of vertical plates (1) and the second set of vertical plates (2) are arranged in order, such that the adjacent two energy dissipating sheets (3) are the first energy dissipating film (31) and the second energy dissipating film ( 32), the lower end of the first energy dissipating piece (31) is fixed to the left side of the second group of vertical plates (2) located below, and the upper end of the first energy dissipating piece (31) is upper and the upper side A set of vertical plates (1) are fixed at the right side, and the second energy dissipating piece (32) has a lower end and a second group located below The right side of the plate (2) is fixedly connected, and the upper end of the second energy dissipating piece (32) is fixed to the left side of the first group of vertical plates (2) located above, and the adjacent two energy dissipating pieces are (3) being arranged in an X-shaped manner, and establishing the angle between the first energy dissipating sheet (31) and the second energy dissipating sheet (32) and the second group of vertical plates (2) at an angle of 15 to 75 degrees, the present invention The preferred embodiment establishes an angle between the first energy dissipating sheet (31) and the second energy dissipating sheet (32) and the second group of vertical panels (2) at an angle of 45 degrees.
據此，當使用實施時，請一併參閱第二圖所示，係可將本發明安裝於結構體（４）中，或安裝在兩獨立之結構體（４）間，該結構體（４）係可為建築物、橋樑、一般土木構造物或機電設備等，本發明主要提供實施例係於該第一組立板（１）及第二組立板（２）各鎖接有一呈楔型連結件（５），以藉由該連結件（５）分別與一為建築物之結構體（４）其上、下樓層板（４１）相抵定位，以將本發明安裝在一結構體（４）的樓層間。Accordingly, when used in the implementation, please refer to the second figure, the invention can be installed in the structure (4), or installed between two independent structures (4), the structure (4 The system can be a building, a bridge, a general civil structure or an electromechanical device, etc. The present invention mainly provides an embodiment in which the first set of vertical plates (1) and the second set of vertical plates (2) are each connected with a wedge-shaped connection. The piece (5) is positioned to abut against the upper and lower floor panels (41) of the structural body (4) of the building by the connecting member (5) to mount the invention in a structure (4) Floor between rooms.
藉此，當結構體（４）受地震或強風等外力作用而引發震動時，第一組立板（１）及第二組立板（２）係會經由連結件（５）分別與結構體（４）之上、下樓層板（４１）產生連動，而使第一組立板（１）及第二組立板（２）間產生左、右方向相對位移，此時，結合於第一組立板（１）及第二組立板（２）間呈交叉設置之複數消能片（３）即可藉由其抗剪力變形產生應變能，將結構體（４）因外力作用引發之層間位移所產生的剪力能量予以吸收、消散，達到抗震、防風的效果。請參閱第三〜五圖所示，為本發明係採用厚度［t〕為10、20及50公釐［mm〕之消能片（３）進行遲滯迴圈(Hysteresis loop)往復剪力實驗，由該實驗中所獲得之應力-應變圖（縱軸為剪應力量［tf〕、橫軸為應變量［mm〕）驗證，本發明之消能片（３）確實可達到良好吸收、削除剪力能量效果。再者，由於本發明結構設計係主要由第一組立板（１）及第二組立板（２）與結合其間之複數消能片（３）所組成，其構造極為簡便，製造成本低廉，且維修保養容易，另由於本發明結構設計單純，故可避免元件間承受頻繁震動或日久使用後，於元件間發生相互鬆脫等情形，據此，俾確保防風、抗震效果的穩定可靠性。Thereby, when the structural body (4) is subjected to an external force such as an earthquake or a strong wind to cause vibration, the first group of vertical plates (1) and the second group of vertical plates (2) are respectively connected to the structural body via the connecting member (5). The upper and lower floor panels (41) are interlocked, and the left and right directions are relatively displaced between the first set of vertical plates (1) and the second set of vertical plates (2), and at this time, combined with the first set of vertical plates (1) And the plurality of energy dissipating sheets (3) arranged in a cross between the second set of vertical plates (2) can generate strain energy by shear deformation, and the displacement of the structure (4) due to the external force The shear energy is absorbed and dissipated to achieve anti-seismic and wind-proof effects. Please refer to the third to fifth figures. For the present invention, a hysteresis shear force test using a hysteresis loop (3) with a thickness [t] of 10, 20, and 50 mm [mm] is performed. From the stress-strain diagram obtained in this experiment (the vertical axis is the amount of shear stress [tf] and the horizontal axis is the strain [mm]), the energy dissipating sheet (3) of the present invention can achieve good absorption and removal of shears. Force energy effect. Furthermore, since the structural design of the present invention is mainly composed of a first set of vertical plates (1) and a second set of vertical plates (2) and a plurality of energy dissipating sheets (3) combined therebetween, the structure is extremely simple, the manufacturing cost is low, and The maintenance is easy, and the structural design of the present invention is simple, so that it is possible to avoid frequent vibrations between the components or to loosen each other after use for a long time, thereby ensuring the stability and reliability of the windproof and seismic effects.
前述之實施例或圖式並非限定本發明之基於剪力變形之抗震防風消能裝置實施樣態，請一併參閱第六圖所示，為本發明之次一實施例係使第一組立板（１）及第二組立板（２）間之複數消能片（３）與該第一組立板（１）及第二組立板（２）間呈90度夾角設立，而使該複數消能片（３）呈直立設置於第一組立板（１）及第二組立板（２）間。又請一併參閱第七圖所示，為本發明之另一實施例係使相鄰之兩消能片（３）中之第一消能片（３１）其下端與位於下方之第二組立板（２）左側處相固接，另使該第一消能片（３１）其上端與位於上方之第一組立板（１）中央處相固接，又使該第二消能片（３２）其下端與位於下方之第二組立板（２）右側處相固接，另使該第二消能片（３２）其上端與位於上方之第一組立板（１）中央處相固接，而使該第一消能片（３１）及第二消能片（３２）間呈倒Ｖ字型交錯排列設置，且使該第一消能片（３１）及第二消能片（３２）分別與第二組立板（２）間15〜75度夾角設立。依此，當結構體（４）受地震或強風作用，而使第一組立板（１）及第二組立板（２）間產生左、右方向相對位移時，利用該與第一組立板（１）及第二組立板（２）呈90度夾角設立之複數消能片（３）或於第一組立板（１）及第二組立板（２）間呈倒Ｖ字型交錯排列設置之複數消能片（３）設計，同樣可達到將該左、右方向剪力能量予以吸收、消散的效果，凡所屬技術領域中具有通常知識者所為之適當變化或修飾，皆應視為不脫離本發明之專利範疇。The foregoing embodiments or drawings are not intended to limit the implementation of the shear-deformation-based seismic and wind-proof energy dissipating device of the present invention. Please refer to the sixth figure, which is the first embodiment of the present invention. (1) and the plurality of energy dissipating sheets (3) between the second set of vertical plates (2) are set at an angle of 90 degrees between the first set of vertical plates (1) and the second set of vertical plates (2), so that the complex energy dissipation The piece (3) is erected between the first set of vertical plates (1) and the second set of vertical plates (2). Please also refer to the seventh figure. In another embodiment of the present invention, the first energy dissipating sheet (31) of the adjacent two energy dissipating sheets (3) has a lower end and a second group located below. The left side of the plate (2) is fixedly connected, and the upper end of the first energy dissipating piece (31) is fixedly connected to the center of the first group of vertical plates (1) located above, and the second energy dissipating piece (32) is further The lower end is fixed to the right side of the second set of vertical plates (2) located below, and the upper end of the second energy dissipating piece (32) is fixed to the center of the first set of vertical plates (1) located above, The first energy dissipating film (31) and the second energy dissipating film (32) are arranged in an inverted V-shaped staggered arrangement, and the first energy dissipating film (31) and the second energy dissipating film (32) are arranged. They are respectively set at an angle of 15 to 75 degrees with the second set of vertical plates (2). Accordingly, when the structural body (4) is subjected to an earthquake or strong wind, and the relative displacement between the first group of vertical plates (1) and the second group of vertical plates (2) is generated in the left and right directions, the first group of vertical plates are utilized ( 1) and the second group of vertical plates (2) at a 90-degree angle to form a plurality of energy dissipation sheets (3) or between the first group of vertical plates (1) and the second group of vertical plates (2) in an inverted V-shaped staggered arrangement The design of the complex energy dissipating sheet (3) can also achieve the effect of absorbing and dissipating the left and right direction shear energy. Any change or modification made by the general knowledge in the technical field should be regarded as not departing. The patent scope of the invention.
由上述結構及實施方式可知，本發明係具有如下優點：As can be seen from the above structures and embodiments, the present invention has the following advantages:
1.本發明之基於剪力變形之抗震防風消能裝置係利用二組立板間呈交叉或直立等前、後設置之複數消能片設計，以有效吸收、消散兩結構體因外力作用引發層間左、右向位移之剪力能量，以達到穩定建築物及其內設備等效果。1. The seismic and wind-proof energy-dissipating device based on shear deformation of the present invention utilizes a plurality of energy dissipating sheets arranged in front and rear, such as cross or upright, between two sets of vertical plates to effectively absorb and dissipate the two structures due to external force to induce interlayer The shear energy of the left and right displacements is used to stabilize the building and its internal equipment.
2.本發明之基於剪力變形之抗震防風消能裝置係主要由二組立板及結合其間之複數消能片所組成，其構造極為簡便，製造成本低廉，且維修保養容易，為極具經濟效益之消能減震裝置。2. The shear-resistant deformation-resistant earthquake-proof and energy-dissipating device of the present invention is mainly composed of two sets of vertical plates and a plurality of energy-dissipating sheets combined therebetween, and the structure is extremely simple, the manufacturing cost is low, the maintenance is easy, and the utility model is very economical. Energy-saving damper device.
3.本發明之基於剪力變形之抗震防風消能裝置係主要由二組立板及結合其間之複數消能片組成，其結構設計單純，故可在承受頻繁震動或於日久使用後，維持整體運作穩定性，不致發生元件間相互鬆脫等情形，俾確保防風、抗震效果可靠性。3. The seismic and wind-proof energy-dissipating device based on shear deformation of the present invention is mainly composed of two sets of vertical plates and a plurality of energy-dissipating sheets combined therein, and the structure design is simple, so it can be maintained after being subjected to frequent vibration or after being used for a long time. The overall operational stability does not cause the components to loosen each other, etc., to ensure the reliability of wind and seismic effects.
綜上所述，本發明之實施例確能達到所預期功效，又其所揭露之具體構造，不僅未曾見諸於同類產品中，亦未曾公開於申請前，誠已完全符合專利法之規定與要求，爰依法提出發明專利之申請，懇請惠予審查，並賜准專利，則實感德便。In summary, the embodiments of the present invention can achieve the expected functions, and the specific structures disclosed therein have not been seen in the same products, nor have they been disclosed before the application, and have fully complied with the provisions of the Patent Law. It is required that if an application for a patent for invention is filed in accordance with the law, and if the application is granted, the patent will be granted.
＜本發明＞<present invention>
（１）‧‧‧第一組立板(1) ‧‧‧First set of vertical boards
（２）‧‧‧第二組立板(2) ‧‧‧Second set of vertical boards
（３）‧‧‧消能片(3) ‧ ‧ 消消片
（３１）‧‧‧第一消能片(31)‧‧‧First energy dissipating tablets
（３２）‧‧‧第二消能片(32)‧‧‧Second energy dissipating tablets
（４）‧‧‧結構體(4) ‧ ‧ structures
（４１）‧‧‧樓層板(41)‧‧‧floor boards
（５）‧‧‧連結件(5) ‧‧‧Links
＜現有＞<existing>
（６）‧‧‧摩擦阻尼器(6)‧‧‧Friction damper
（７）‧‧‧建築物(7) ‧ ‧ buildings
（８）‧‧‧連結件(8)‧‧‧Links
（９）‧‧‧隔震器(9) ‧‧‧ isolators
第一圖：本發明之立體圖First picture: perspective view of the invention
第二圖：本發明之使用狀態圖Second figure: use state diagram of the present invention
第三圖：本發明之消能片厚度為10mm應力-應變圖The third figure: the energy dissipation sheet of the present invention has a thickness of 10 mm stress-strain diagram
第四圖：本發明之消能片厚度為20mm應力-應變圖Fourth: The thickness of the energy dissipation sheet of the present invention is 20 mm stress-strain diagram
第五圖：本發明之消能片厚度為50mm應力-應變圖Figure 5: Stress-strain diagram of the 50 mm thickness of the energy dissipating sheet of the present invention
第六圖：本發明之次一實施例立體圖Figure 6 is a perspective view of a second embodiment of the present invention
第七圖：本發明之另一實施例立體圖Figure 7 is a perspective view of another embodiment of the present invention
第八圖：現有之其一實施例使用狀態圖Figure 8: A state diagram of an existing embodiment
第九圖：現有之其二實施例使用狀態圖Ninth diagram: the state diagram of the existing two embodiments
第十圖：現有之其三實施例使用狀態圖The tenth figure: the current state of use of the three embodiments
Claims (7)
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| TW107103286A TWI675142B (en) | 2018-01-30 | 2018-01-30 | Earthquake-proof, wind-proof and energy dissipation device based on shear deformation |
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| TWI675142B TWI675142B (en) | 2019-10-21 |
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| TWM248824U (en) * | 2003-08-18 | 2004-11-01 | Ching-Shiang Chen | Hole type energy absorbing device with damping function |
| TWI324204B (en) * | 2006-05-02 | 2010-05-01 | Yu Guang Lai | The energy dissipation device |
| TW200920903A (en) * | 2007-11-15 | 2009-05-16 | Yu-Guang Lai | The wing plate energy dissipation and vibration reduction element, the energy dissipation and vibration reduction device of its application, the energy dissipation and vibration reduction method of its application, the energy dissipation and vibration re |
| TWM491072U (en) * | 2014-07-22 | 2014-12-01 | feng-qi Yang | Damper structure |
| CN104453009B (en) * | 2014-12-18 | 2017-07-28 | 东南大学 | A kind of cross support type sinker |
| CN104631641B (en) * | 2014-12-18 | 2017-01-18 | 东南大学 | Yield-adjustable X-brace energy dissipation device |
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