TWI408270B - The anti-uplift seismic isolation bearing, the vibration isolation method of its application, the vibration isolation structure of its application, the mass dampers of its application - Google Patents
The anti-uplift seismic isolation bearing, the vibration isolation method of its application, the vibration isolation structure of its application, the mass dampers of its application Download PDFInfo
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本發明係一種抗上揚隔震支承;特別關於一種一般建築物構造之防止振動或震動之裝置及機械工程元件之減震器。藉由凸曲面於凹曲面之滑動方式達到承受垂直載重、隔離震動及自動複位之功效,並設有抗拉機構承受上揚拉力,及設有導向機構確保作動穩定性與安全性。The invention relates to an anti-uplift isolation support; in particular to a device for preventing vibration or vibration of a general building structure and a shock absorber for mechanical engineering components. The sliding surface of the concave curved surface can achieve the effects of vertical load, isolation vibration and automatic reset, and the tensile mechanism is subjected to the upward pulling force, and the guiding mechanism is provided to ensure the stability and safety of the movement.
如第1圖所示為習知之摩擦單擺隔震支承(01),其係利用滑動子於圓弧曲面上之滑動行為來達到隔離震動之功效,為使滑動子於圓弧曲面上滑動時可貼合於滑動面上,因此滑動子與基座需以萬向接頭作為接觸,以便提供作動時滑動子之轉動角度需求。As shown in Fig. 1, the conventional friction single pendulum isolation support (01) uses the sliding behavior of the slider on the curved surface to achieve the effect of isolating the vibration, so that when the slider slides on the curved surface It can be attached to the sliding surface, so the slider and the base need to be contacted by a universal joint to provide the rotation angle requirement of the slider when the actuator is actuated.
第2圖所示為另一習知之摩擦單擺隔震支承(02),其係利用設有雙滑動面之滑動子於上、下兩組圓弧曲面中之滑動行為來達到隔離震動之功效。Figure 2 shows another conventional friction single pendulum isolation support (02), which uses the sliding action of a pair of sliding surfaces on the upper and lower two sets of curved surfaces to achieve the effect of isolation vibration. .
如第3圖與第4圖所示為專利證書號碼M259087之隔震器(03)與專利證書號碼M268481之隔震器(04),其係利用上、下兩組凸曲面之滑動子於上、下兩組垂直交錯排列方向之凹曲面上之滑動行為來達到隔離震動之功效,上、下兩組滑動子也以萬向接頭作為接觸。Figure 3 and Figure 4 show the isolators (03) of the patent certificate number M259087 and the isolators (04) of the patent certificate number M268481, which use the upper and lower sets of convex curved surfaces on the slider. The sliding behavior on the concave curved surface of the next two sets of vertical staggered directions is used to achieve the effect of isolating the vibration. The upper and lower sets of sliders are also contacted by a universal joint.
上述習知之摩擦單擺隔震支承與隔震器皆為使用滑動之行為達到隔離震動之功效,但其機構皆為接觸之方式而非連結方式組裝,因此需用臨時固定裝置加以固定,於安裝完成後才可拆除,以避免零件脫離散落,機構之穩定性與安全性欠佳。另如受到垂直震動之作用時,滑動子容易跳脫滑動面或滑動子之萬向接頭產生跳脫,一旦發生零件脫離之情形,不但無法發揮隔震之功效,更可能造成支撐高度不均而使結構傾斜產生破壞倒塌,反而比非隔震建築更加危險。The above-mentioned friction single pendulum isolation support and the isolators have the effect of using the sliding action to achieve the isolation vibration, but the mechanism is assembled by the contact method instead of the connection method, so the temporary fixing device is needed for fixing. It can only be removed after completion to avoid the parts from falling off, and the stability and safety of the mechanism is not good. In addition, when subjected to vertical vibration, the slider easily trips off the sliding surface or the universal joint of the slider, and once the part is detached, the function of the isolation is not possible, and the support height is more likely to be uneven. Tilting the structure causes damage and collapse, but it is more dangerous than non-isolated buildings.
為使隔震裝置於地震作用時有較佳穩定性與安全性之作動機構,因此思考發明此抗上揚隔震支承,藉由凸曲面於凹曲面之滑動方式達到承受垂直載重、隔離震動及自動複位之功效。設有抗拉機構,使抗上揚隔震支承可承受拉力而不產生上下垂直方向之脫離。設有導向機構,作為作動方向之橫向限動裝置,確保作動之穩定性與安全性。In order to make the isolation device have better stability and safety in the action of earthquakes, it is considered to invent the anti-uplift isolation support, and the vertical load, isolation vibration and automatic can be achieved by sliding the convex curved surface on the concave curved surface. The effect of resetting. A tensile mechanism is provided to allow the anti-uplift isolation bearing to withstand tensile forces without detachment from the vertical direction. A guiding mechanism is provided as a lateral limiting device for the actuating direction to ensure the stability and safety of the actuation.
如第5圖所示之抗上揚隔震支承(10),2組基座(11)以上、下位置之方式排列,排列方向相互垂直交錯,基座(11)用於與結構桿件或結構物之基礎連結,基座(11)上設有1組凹曲面(30),基座(11)上之凹曲面(30)搭配設置1組滑動子(20),滑動子(20)之凸曲面(31)與基座(11)之凹曲面(30)可相互貼合接觸,滑動子(20)可於基座(11)上來回滑動。上、下位置排列之2組滑動子(20)排列方向相互垂直交錯,並以雙向鉸接抗拉關節器(110)連結,使2組滑動子(20)具有雙向相對旋轉之功能,因此上部之基座(11)可對下部之基座(11)做水平任一方向反覆之相對移動。滑動子(20)與基座(11)之間以抗拉機構(50)連結,使滑動子(20)於基座(11)上之凹曲面(30)作動時可承受拉力而不產生上下垂直方向之脫離。滑動子(20)與基座(11)之間設有導向機構(40),作為作動方向之橫向限動裝置,使滑動子(20)於基座(11)上之凹曲面(30)作動時不產生橫向相對移動,確保作動之穩定性與安全性。As shown in Fig. 5, the anti-uplift isolation bearing (10) is arranged in a manner of two sets of pedestals (11) above and below, and the arrangement directions are vertically staggered with each other, and the pedestal (11) is used for structural members or structures. The base of the object is connected, the base (11) is provided with a set of concave curved surfaces (30), and the concave curved surface (30) on the base (11) is matched with a set of sliders (20), and the slider (20) is convex. The curved surface (31) and the concave curved surface (30) of the base (11) can be brought into contact with each other, and the slider (20) can slide back and forth on the base (11). The two sets of sliders (20) arranged in the upper and lower positions are arranged in a direction perpendicular to each other, and are coupled by a two-way hinged tensile joint (110), so that the two sets of sliders (20) have the function of two-way relative rotation, so the upper part The base (11) can reverse the relative movement of the lower base (11) in either direction. The slider (20) and the base (11) are coupled by a tensile mechanism (50), so that the slider (20) can withstand the tension when the concave curved surface (30) on the base (11) is actuated without causing up and down Disengagement in the vertical direction. A guiding mechanism (40) is arranged between the slider (20) and the base (11) as a lateral limiting device for the actuating direction to actuate the slider (20) on the concave curved surface (30) on the base (11). When there is no lateral relative movement, the stability and safety of the operation are ensured.
上述之抗拉機構(50)為基座(11)上設有抗拉板(51),抗拉板(51)上設有曲線凹軌(53),曲線凹軌(53)為貫穿或不貫穿板厚之曲線凹槽軌道。滑動子(20)上另設有抗拉凸榫(54),抗拉凸榫(54)也為滑動子之構造,抗拉凸榫(54)嵌入抗拉板(51)之曲線凹軌(53)內,於滑動子(20)於基座(11)上之凹曲面(30)作動時,藉由抗拉凸榫(54)於曲線凹軌(53)上來回作動之方式可承受上下垂直方向之拉力。The tensile mechanism (50) is provided with a tensile plate (51) on the base (11), and a curved concave rail (53) on the tensile plate (51), and the curved concave rail (53) is inserted or not. A curved groove track that runs through the thickness of the plate. The slider (20) is further provided with a tensile tenon (54), the tensile tenon (54) is also a slider structure, and the tensile tenon (54) is embedded in the curved concave rail of the tensile plate (51) ( 53), when the slider (20) is actuated on the concave curved surface (30) on the base (11), the tensile crown (54) can be moved up and down on the curved concave rail (53) to withstand the upper and lower sides. Pulling force in the vertical direction.
上述之導向機構(40)為基座(11)之凹曲面(30)兩側以抗拉板(51)作為導向板(43),滑動子(20)夾合於2組導向板(43)之間作為作動方向之導向,因此可確保作動方向之穩定性與安全性。The guiding mechanism (40) is a concave curved surface (30) of the base (11), and the tensile plate (51) is used as a guiding plate (43), and the sliding member (20) is clamped to the two sets of guiding plates (43). The direction between the actuation direction ensures the stability and safety of the actuation direction.
如第6圖所示之抗上揚隔震支承(10),其導向機構(40)為基座(11)之凹曲面(30)上設有導向凸軌(41),滑動子(20)之凸曲面(31)上則設有配合基座之凹曲面上導向凸軌(41)形狀與數量之導向凹軌(42),以導向凸軌(41)與導向凹軌(42)相互垂直嵌入作為作動方向之導向。As shown in Fig. 6, the anti-uplift isolation bearing (10) has a guiding mechanism (40) with a guiding convex rail (41) on the concave curved surface (30) of the base (11), and the sliding member (20) The convex curved surface (31) is provided with a guiding concave rail (42) with a shape and a number of guiding convex rails (41) on a concave curved surface of the base, and the guiding convex rail (41) and the guiding concave rail (42) are vertically embedded with each other. As the direction of the action direction.
如第7圖所示之抗上揚隔震支承(10),其中抗拉機構之抗拉板(51)上設有曲線凸軌(52),滑動子之抗拉凸榫(54)與曲線凸軌(52)互卡,以曲線凸軌(52)壓制滑動子之抗拉凸榫(54),抗拉凸榫(54)可於曲線凸軌(52)上來回作動,使滑動子於基座上之凹曲面作動時可承受上下垂直方向之拉力。As shown in Fig. 7, the anti-uplift isolation bearing (10), wherein the tensile plate (51) of the tensile mechanism is provided with a curved convex rail (52), and the sliding convex ridge (54) and the curved convex The rails (52) are mutually latched, and the tensile projections (54) are pressed by the curved convex rails (52), and the tensile tenons (54) can be moved back and forth on the curved convex rails (52) to make the sliders on the base. When the concave curved surface of the seat is actuated, it can withstand the vertical and vertical pulling force.
如第8圖所示之抗上揚隔震支承(10),其抗拉板(51)設有剪力卡榫(55),基座上設有凹槽(56),以剪力卡榫(55)嵌入凹槽(56)之結合方式組裝,可提供良好之剪力使抗拉板(51)承受上下垂直方向之拉力,並減少抗拉板與基座之連結螺栓使用數量。As shown in Fig. 8, the anti-upper isolation bearing (10) has a tensile plate (51) with a shearing pin (55) and a groove (56) on the base for shearing ( 55) The combination of the embedding grooves (56) is assembled to provide a good shear force to allow the tensile plate (51) to withstand the vertical and vertical tensile forces, and to reduce the number of connecting bolts of the tensile plate and the base.
第9圖所示之為滑動子(20)上抗拉凸榫(54)之其他較佳型式,上述之抗拉凸榫(54)為與滑動子(20)兩側固接之較小滑動子之方式,第9圖由上而下分別為設置軸桿(100)、以軸桿(100)插入設有軸承之滾動子(60)連結滑動子(20),及以軸桿(100)插入設有軸承之小型滑動子(20)連結滑動子(20)之方式所組成。Figure 9 shows another preferred version of the tension tab (54) on the slider (20). The tensile tab (54) is a small sliding contact with the slider (20). In the manner of Fig. 9, from the top to the bottom, the shaft (100) is set, the roller (100) is inserted into the shaft (100), the slider (60) is coupled to the slider (20), and the shaft (100) is used. It is composed of a way of inserting a small slider (20) with a bearing to connect the slider (20).
如第10圖所示之抗上揚隔震支承(10),其中抗拉機構(50)為滑動子(20)上設有抗拉板(51),基座(11)上設有曲線凹軌(53),抗拉板(51)上則設有抗拉凸榫(54),抗拉凸榫(54)為滑動子之構造,抗拉凸榫(54)嵌入基座(11)上之曲線凹軌(53)內,抗拉凸榫(54)可於曲線凹軌(53)上來回作動,使滑動子於基座上之凹曲面作動時可承受上下垂直方向之拉力。The anti-uplift isolation bearing (10) shown in Fig. 10, wherein the tensile mechanism (50) is provided with a tensile plate (51) on the sliding member (20), and a curved concave rail is arranged on the base (11). (53), the tensile plate (51) is provided with a tensile crown (54), the tensile crown (54) is a slider structure, and the tensile crown (54) is embedded in the base (11). In the curved concave rail (53), the tensile tenon (54) can be moved back and forth on the curved concave rail (53), so that the slider can withstand the vertical and vertical pulling forces when the concave curved surface on the base is actuated.
如第11圖所示之抗上揚隔震支承(10),其中抗拉機構(50)之抗拉板(51)上設有剪力卡榫(55),滑動子(20)上設有凹槽(56),抗拉板(51)與滑動子(20)以剪力卡榫(55)嵌入凹槽(56)之結合方式組裝,可提供良好之剪力使抗拉板(51)承受上下垂直向之拉力,並減少抗拉板與滑動子之連結螺栓使用數量。The anti-upper isolation bearing (10) is shown in Fig. 11, wherein the tensile plate (51) of the tensile mechanism (50) is provided with a shearing pin (55), and the sliding member (20) is provided with a concave The groove (56), the tensile plate (51) and the slider (20) are assembled by the combination of the shear pin (55) and the groove (56), which can provide a good shear force to withstand the tensile plate (51). Pull up and down vertically and reduce the number of bolts used for the tension plate and the slider.
第12圖所示為抗上揚隔震支承之作動方式,上部之基座可對下部之基座做水平任一方向反覆之相對移動。Figure 12 shows the action of the anti-uplift isolation support. The upper base can move relative to the lower base in any direction.
如第13圖所示之抗上揚隔震支承(10),其中導向機構(40)為基座之凹曲面上設有V形斷面(44)之凹軌,滑動子之凸曲面上設有配合基座凹曲面上之V形斷面凹軌數量之凸軌,以V形斷面凸軌嵌入V形斷面凹軌內作為作動方向之導向。The anti-uplift isolation bearing (10) is shown in Fig. 13, wherein the guiding mechanism (40) is a concave rail provided with a V-shaped section (44) on the concave curved surface of the base, and the convex surface of the sliding member is provided The convex rails matching the number of V-shaped concave rails on the concave curved surface of the base are embedded in the V-shaped concave rails by the V-shaped convex rails as the guiding direction of the working direction.
如第14圖所示之抗上揚隔震支承(10),其中導向機構(40)為基座之凹曲面上設有梯形斷面(45)之凹軌,滑動子之凸曲面上設有配合基座凹曲面上之梯形斷面凹軌數量之凸軌,以梯形斷面凸軌嵌入梯形斷面凹軌內作為作動方向之導向。The anti-uplift isolation bearing (10) is shown in Fig. 14, wherein the guiding mechanism (40) is a concave rail with a trapezoidal section (45) on the concave curved surface of the base, and the convex surface of the sliding member is matched with the convex surface. The convex rail of the number of trapezoidal section concave rails on the concave curved surface of the base is guided by the trapezoidal section convex rail into the trapezoidal section concave rail as the driving direction.
如第15圖所示之抗上揚隔震支承(10),其中導向機構(40)為基座之凹曲面上設有圓弧斷面(46)之凹軌,滑動子之凸曲面上設有配合基座凹曲面上之圓弧斷面凹軌數量之凸軌,以圓弧斷面凸軌嵌入圓弧斷面凹軌內作為作動方向之導向。The anti-uplift isolation bearing (10) is shown in Fig. 15, wherein the guiding mechanism (40) is a concave rail having a circular cross section (46) on the concave curved surface of the base, and the convex curved surface of the sliding member is provided The convex rail corresponding to the number of concave sections of the circular section on the concave curved surface of the base is embedded in the concave section of the circular section as a guide direction of the circular section.
如第16圖所示之抗上揚隔震支承(10),其中基座(11)之凹曲面(30)為鋼板彎曲加工所形成,滑動子(20)之凸曲面兩側設有導向凸軌(41),垂直嵌入基座之凹曲面兩側作為作動方向之導向。As shown in Fig. 16, the anti-uplift isolation bearing (10), wherein the concave curved surface (30) of the base (11) is formed by bending the steel plate, and the convex curved surface of the sliding member (20) is provided with guiding convex rails on both sides. (41), the two sides of the concave curved surface vertically embedded in the base serve as a guide for the actuation direction.
第17圖所示為滑動子(20)上抗拉板(51)之抗拉凸榫(54)其他較佳型式,上述之抗拉凸榫(54)為固接之較小滑動子之方式,第17圖由上而下分別為設置軸桿(100)、以軸桿(100)插入設有軸承之滾動子(60)連結抗拉板(51),及以軸桿(100)插入設有軸承之小型滑動子(20)連結抗拉板(51)之方式所組成。Figure 17 shows another preferred version of the tensile tab (54) of the tension plate (51) on the slider (20). The above-mentioned tensile tab (54) is a small slider that is fixed. Figure 17 shows the shaft (100) from top to bottom, the roller (60) with the bearing inserted into the shaft (100), the tensile plate (51), and the shaft (100). The small slider (20) with the bearing is connected to the tensile plate (51).
第18圖所示為上、下位置排列之2組滑動子(20)排列方向相互垂直交錯,並以雙向球窩抗拉關節器(112)連結,雙向球窩抗拉關節器(112)為由球頭與球窩凹槽所組成之球窩關節器,具有承受較高垂直載重之能力,同時可抵抗拉力,並可使上、下2組滑動子(20)具有雙向相對旋轉之功能。第19圖所示之抗上揚隔震支承(10)則為以雙向球窩抗拉關節器(112)連結上、下位置排列之2組滑動子(20)所組成之較佳型式。Figure 18 shows the two groups of sliders (20) arranged in the upper and lower positions arranged in a direction perpendicular to each other and connected by a two-way ball and socket tensile joint (112). The two-way ball and socket tensile joint (112) is The ball and socket joint consisting of the ball head and the ball socket groove has the ability to withstand higher vertical load, and can resist the pulling force, and can make the upper and lower groups of sliders (20) have the function of two-way relative rotation. The anti-uplift isolation support (10) shown in Fig. 19 is a preferred form of two sets of sliders (20) arranged in the upper and lower positions by a two-way ball and socket tensile joint (112).
如第20圖所示之抗上揚隔震支承(10),其中抗拉機構之抗拉板(51)上之曲線凹軌(53)末端設有緩衝墊(80),避免滑動子位移過大時與基座端部直接碰撞,以滑動子上之抗拉凸榫碰撞緩衝墊,可緩衝撞擊力道避免產生破壞。如第21圖所示之抗上揚隔震支承(10),其中緩衝墊(80)設置於基座上凹曲面(30)之末端,以滑動子碰撞緩衝墊(80)緩衝撞擊力道。第22圖所示之抗上揚隔震支承(10)中,緩衝墊(80)設置於滑動子(20)之作動方向兩側,以緩衝墊(80)碰撞基座端部緩衝撞擊力道。As shown in Fig. 20, the anti-uplift isolation bearing (10) is provided with a cushion (80) at the end of the curved concave rail (53) on the tensile plate (51) of the tensile mechanism to prevent excessive displacement of the slider. Directly colliding with the end of the base, and the anti-pulling bump on the slider collides with the cushion to cushion the impact force to avoid damage. The anti-uplift isolation support (10) is shown in Fig. 21, wherein the cushion (80) is disposed at the end of the concave curved surface (30) of the base, and the impact force is buffered by the sliding collision cushion (80). In the anti-uplift isolation support (10) shown in Fig. 22, the cushion pad (80) is disposed on both sides of the action direction of the slider (20), and the cushion pad (80) collides with the end of the base to cushion the impact force.
如第23圖所示之抗上揚隔震支承(10),其中滑動子(20)之凸曲面上設有滑動墊(70)作為滑動面,滑動墊(70)以嵌入或黏合或螺栓鎖固之方式與滑動子(20)組合。如第24圖所示,滑動墊(70)表面設有複數組均佈之圓形集塵儲油孔(71)或環狀集塵儲油溝(72),集塵儲油孔(71)可為圓形或橢圓形或多邊形或不規則形,集塵儲油溝(72)可為長條形或弧形或波浪形或V形或鋸齒形或環繞成圓形或橢圓形或多邊形或不規則形。集塵儲油孔(71)或集塵儲油溝(72)具有儲存潤滑油及集中粉塵異物之功效,使滑動面充分達到潤滑與保護之效果,以及避免粉塵微粒造成滑動面磨損破壞。The anti-uplift isolation bearing (10) shown in Fig. 23, wherein the convex surface of the slider (20) is provided with a sliding pad (70) as a sliding surface, and the sliding pad (70) is embedded or bonded or bolted. The way is combined with the slider (20). As shown in Fig. 24, the surface of the sliding pad (70) is provided with a circular array of dust collecting oil storage holes (71) or an annular dust collecting oil storage groove (72), and a dust collecting oil storage hole (71). Can be circular or elliptical or polygonal or irregular, the dust collecting reservoir (72) can be elongated or curved or wavy or V-shaped or zigzag or rounded or oval or polygonal or Irregular shape. The dust collecting oil storage hole (71) or the dust collecting oil storage groove (72) has the functions of storing lubricating oil and concentrating dust foreign matter, so that the sliding surface fully achieves the effect of lubrication and protection, and avoids the sliding surface abrasion and damage caused by dust particles.
為緩衝垂直衝擊載重之影響,如第25圖所示之抗上揚隔震支承(10)中,以滑動子之滑動墊(70)與滑動子(20)之間夾合緩衝墊(80)之方式達到上下垂直方向緩衝減震之功效。In order to buffer the influence of the vertical impact load, as in the anti-uplift isolation support (10) shown in Fig. 25, the cushion (80) is sandwiched between the sliding pad (70) of the slider and the slider (20). The method achieves the effect of buffering shock absorption in the vertical direction.
如第26圖與第27圖所示之抗上揚隔震支承(10),其中滑動子(20)之凸曲面上設有滾動機構(64),滾動機構(64)為滑動子之凸曲面設有凹槽孔位,凹槽孔位內設有滾珠(63)或滾柱(61),以滾珠(63)或滾柱(61)之滾動方式取代滑動子之滑動方式。The anti-uplift isolation bearing (10) shown in Figures 26 and 27, wherein the convex surface of the slider (20) is provided with a rolling mechanism (64), and the rolling mechanism (64) is a convex curved surface of the slider. There is a grooved hole position, and a ball (63) or a roller (61) is arranged in the groove hole position, and the sliding mode of the slider is replaced by the rolling manner of the ball (63) or the roller (61).
如第28圖所示之抗上揚隔震支承(10),其中滑動子(20)之凸曲面上設有循環滾動機構(65),循環滾動機構(65)為滑動子之凸曲面上設有環狀排列方式之複數組滾柱(61),滾柱(61)之作動為循環滾動之方式,以滾柱(61)之循環滾動方式取代滑動子之滑動方式。如第29圖所示之抗上揚隔震支承(10),其中滑動子(20)凸曲面上之循環滾動機構(65)設有履帶(66)包覆,以履帶(66)滾動之方式取代滑動子之滑動方式。The anti-uplift isolation bearing (10) shown in Fig. 28, wherein the convex curved surface of the slider (20) is provided with a circulating rolling mechanism (65), and the circulating rolling mechanism (65) is provided on the convex curved surface of the slider. The multi-array roller (61) of the annular arrangement mode, the action of the roller (61) is a cyclic rolling mode, and the sliding mode of the roller is replaced by the cyclic rolling mode of the roller (61). The anti-uplift isolation bearing (10) shown in Fig. 29, wherein the circulating rolling mechanism (65) on the convex surface of the slider (20) is covered with a crawler belt (66), and is replaced by the rolling of the crawler belt (66). The sliding mode of the slider.
如第30圖所示之抗上揚隔震支承(10),其中基座(11)上設有4組凹曲面(30),2組基座(11)以上、下位置之方式排列,排列方向相互垂直交錯,基座(11)上之每組凹曲面搭配設置1組滑動子(20)。上、下位置排列之2組滑動子(20)排列方向相互垂直交錯,並以雙向鉸接抗拉關節器(110)連結,使2組滑動子具有雙向相對旋轉之功能,上部之基座(11)可對下部之基座(11)做水平任一方向反覆之相對移動。As shown in Fig. 30, the anti-uplift isolation bearing (10) is provided with four sets of concave curved surfaces (30) on the base (11), and the two sets of bases (11) are arranged above and below, and arranged in the direction. Interlaced with each other, a set of sliders (20) is provided for each set of concave curved surfaces on the base (11). The two sets of sliders (20) arranged in the upper and lower positions are arranged in a direction perpendicular to each other, and are connected by a two-way hinged tensile joint (110), so that the two sets of sliders have the function of two-way relative rotation, and the upper base (11) The relative movement of the lower base (11) in any direction can be repeated.
如第31圖所示之抗上揚隔震支承(10),上部基座(11)上設有4組凹曲面(30),下部基座(11)設有4組單向鉸接抗拉關節器(111),基座(11)上每組凹曲面(30)搭配設置1組滑動子(20),滑動子之凸曲面與基座之凹曲面可相互貼合接觸,滑動子可於基座上來回滑動;滑動子(20)另一端與下部基座(11)上之單向抗拉關節器(111)連結,上部之基座(11)可對下部之基座(11)做水平單一方向反覆之相對移動。As shown in Fig. 31, the anti-uplift isolation bearing (10) has four sets of concave curved surfaces (30) on the upper base (11), and four sets of one-way articulated tensile joints on the lower base (11). (111), each set of concave curved surfaces (30) on the base (11) is provided with a set of sliders (20), and the convex curved surface of the slider and the concave curved surface of the base can be in contact with each other, and the slider can be attached to the base. Sliding back and forth; the other end of the slider (20) is coupled to the one-way tensile joint (111) on the lower base (11), and the upper base (11) can be horizontally single to the lower base (11) The relative movement of the direction is repeated.
第32圖所示之抗上揚隔震支承(10)為第30圖所示之抗上揚隔震支承中,4組雙向鉸接抗拉關節器以連結平台(13)連結;或以2組第31圖所示之抗上揚隔震支承所疊加組合而成,其中1組抗上揚隔震支承上下顛倒後以水平相互垂直交錯方向排列後再以上、下位置疊加之方式與另1組抗上揚隔震支承組合而成,相互接觸之2組基座所組合而成之雙向座(12)可為一體成型方式製造或焊接方式組裝或螺栓鎖固方式組裝或鉚釘固定方式組裝,上部之基座(11)可對下部之基座(11)做水平任一方向反覆之相對移動。The anti-uplift isolation support (10) shown in Fig. 32 is the anti-uplift isolation support shown in Fig. 30, and the four sets of two-way articulated tensile joints are connected by a joint platform (13); or two groups of 31 The anti-uplift isolation support shown in the figure is superimposed and combined, and one set of anti-uplift isolation support is arranged in the horizontal and vertical staggered directions, and then the upper and lower positions are superimposed and the other group is protected against upward isolation. The two-way seat (12) combined with the two sets of bases that are in contact with each other can be integrally formed or welded or bolt-locked or rivet-fixed, and the upper base (11) The relative movement of the lower base (11) in any direction can be repeated.
第33圖與第34圖所示之抗上揚隔震支承(10)為2組第31圖所示之抗上揚隔震支承之其他較佳疊加組合方式所形成之抗上揚隔震支承。The anti-uplift isolation support (10) shown in Figures 33 and 34 is an anti-uplift isolation support formed by the other preferred superimposed combination of the anti-upward isolation support shown in Figure 31 of the two groups.
如第35圖所示之抗上揚隔震支承(10),其中導向機構(40)為雙向座(12)之2組導向板(43)與基座之1組導向板(43)交錯排列之方式作為作動方向之導向。The anti-uplift isolation bearing (10) shown in Fig. 35, wherein the guiding mechanism (40) is a pair of guiding plates (43) of the two-way seat (12) and a set of guiding plates (43) of the base are staggered. The way is the direction of the action direction.
第36圖所示為2組上、下位置排列之滑動子(20)以單向鉸接抗拉關節器(111)連結,使2組滑動子具有單向相對旋轉之功能。第37圖至第39圖所示為第36圖所示滑動子之較佳型式抗上揚隔震支承;第37圖所示之抗上揚隔震支承(10)僅為單向之作動方式。第38圖與第39圖所示之抗上揚隔震支承(10)中,不同位置之單向鉸接抗拉關節器(111)以連結桿件(14)連結,使不同位置凹曲面上之滑動子能夠一致作動。Figure 36 shows the two sets of sliders (20) arranged in the upper and lower positions connected by a one-way hinged tensile joint (111), so that the two sets of sliders have the function of one-way relative rotation. Figures 37 to 39 show a preferred type of anti-uplift isolation support for the slider shown in Fig. 36; the anti-uplift isolation support (10) shown in Fig. 37 is only a one-way actuation mode. In the anti-uplift isolation bearing (10) shown in Fig. 38 and Fig. 39, the one-way articulated tensile joints (111) at different positions are connected by the connecting rods (14) to slide on the concave curved surfaces at different positions. The child can act in unison.
第40圖至第42圖所示之抗上揚隔震支承(10)為基座(11)之單1組凹曲面(30)上設有2組滑動子(20)之較佳型式,滑動子(20)所連結之單向鉸接抗拉關節器(111)之間以連結平台(13)或連結桿件(14)採固接或鉸接方式連結,使2組滑動子(20)保持適當距離。The anti-uplifting isolation support (10) shown in Figures 40 to 42 is a preferred type of two sets of sliders (20) on a single set of concave curved surfaces (30) of the base (11), the slider (20) The connected one-way hinged tensile joints (111) are connected or hingedly connected by a joint platform (13) or a connecting rod member (14) to keep the two sets of sliders (20) at an appropriate distance. .
第43圖所示為雙面滑動子(21),雙面滑動子(21)之上、下兩端皆為凸曲面(31)之滑動面構造。第44圖至第46圖所示為雙面滑動子(21)之較佳型式抗上揚隔震支承,基座上不同位置凹曲面上之雙面滑動子(21)之間以連結平台或連結桿件(14)採鉸接方式連結,可確保不同位置凹曲面上之雙面滑動子能夠一致作動。Fig. 43 shows a double-sided slider (21), and the upper and lower ends of the double-sided slider (21) have a sliding surface structure of a convex curved surface (31). Figure 44 to Figure 46 show the preferred type of anti-uplift isolation support for the double-sided slider (21). The double-sided sliders (21) on the concave curved surfaces at different positions on the base are connected by a platform or a link. The rods (14) are hingedly connected to ensure that the double-sided sliders on the concave curved surfaces at different positions can be operated in unison.
為使基座與基座或基座與雙向座之間可確保以滑動子作對稱之相對移動,如第47圖所示之抗上揚隔震支承(10)之雙面滑動子上設有齒輪(90),基座上設有曲線齒條(91),齒輪(90)之齒牙與曲線齒條(91)之齒牙相互密合嵌入,上、下位置之曲線齒條(91)以齒輪(90)為中心可作對稱之相對移動。In order to ensure the relative movement between the base and the base or the base and the two-way seat, the double-sided slider of the anti-upper isolation bearing (10) shown in Fig. 47 is provided with a gear. (90), the base is provided with a curved rack (91), the teeth of the gear (90) and the teeth of the curved rack (91) are closely fitted with each other, and the curved rack (91) of the upper and lower positions is The gear (90) is centered for symmetrical relative movement.
如第48圖所示之抗上揚隔震支承(10),其中另設有底座(120),用於與結構桿件或基礎連結,底座(120)與基座(11)之間設有緩衝墊(80)連結,緩衝墊可為橡膠或塑膠材料或高分子材料或高阻尼材料或黏彈性材料或彈簧或液體墊或氣體墊或阻尼裝置所構成,藉由緩衝墊之作用可有效降低上下垂直方向之衝擊載重或震動。The anti-uplift isolation support (10) shown in Fig. 48, wherein a base (120) is additionally provided for coupling with the structural member or the foundation, and a buffer is provided between the base (120) and the base (11). The pad (80) is connected, and the cushion pad can be made of rubber or plastic material or polymer material or high damping material or viscoelastic material or spring or liquid pad or gas pad or damping device, and the cushion can effectively lower the upper and lower sides. Impact load or vibration in the vertical direction.
如第49圖所示之抗上揚隔震支承(10),其中底座(120)上另設有抗拉扣件(123)連結基座(11),使基座不產生上下垂直向之脫離,底座(120)上另設有位移限制元件(124),限制基座(11)水平向之移動量,以及使基座(11)不產生水平向之脫離。如第50圖所示之抗上揚隔震支承(10),其中抗拉扣件(123)與基座(11)垂直向之間設有緩衝墊(80)。The anti-uplift isolation bearing (10) is shown in Fig. 49, wherein the base (120) is further provided with a tensile fastening member (123) coupled to the base (11) so that the base does not vertically disengage. A displacement limiting member (124) is further disposed on the base (120) to limit the horizontal movement of the base (11) and to prevent the base (11) from being horizontally disengaged. The anti-uplift isolation bearing (10) is shown in Fig. 50, wherein a cushion (80) is provided between the tensile fastener (123) and the base (11).
如第51圖所示之抗上揚隔震支承(10),其中基座(11)設有凹槽(56),底座(120)上設有抗拉扣件(123),抗拉扣件(123)嵌入基座(11)之凹槽(56)內,使抗拉扣件(123)同時具有位移限制元件(124)之功能,可於抗拉扣件(123)與基座(11)垂直向或水平向之間設置緩衝墊(80)。The anti-upper isolation bearing (10) is shown in Fig. 51, wherein the base (11) is provided with a groove (56), and the base (120) is provided with a tensile fastener (123) and a tensile fastener ( 123) embedded in the recess (56) of the base (11), so that the tensile fastener (123) has the function of the displacement limiting member (124), and the tensile fastener (123) and the base (11) A cushion (80) is provided between the vertical or horizontal directions.
如第52圖所示之抗上揚隔震支承(10),其中底座(120)上設有凹槽構造之活塞缸(121),活塞缸(121)內設有緩衝墊(80)或液體或氣體,基座(11)一端為為活塞之構造,可置入活塞缸(121)內將緩衝墊(80)或液體或氣體密封於底盤(120)之活塞缸(121)內,或基座(11)之活塞端包覆緩衝墊後再置入活塞缸內。活塞缸之凹槽構造除可由底座一體成型加工製造外,也可由一圍束元件(122)與底座(120)組合而成,圍束元件(122)為一框體或環狀體,或是圍束元件(122)由複數組元件組合而成。底座(120)上可另設有抗拉扣件(123)連結基座,使基座之活塞端不產生上下垂直方向之脫離。如第53圖所示之抗上揚隔震支承(10),其中抗拉扣件(123)與基座(11)垂直方向之間可設有緩衝墊(80)。若活塞缸內設有液體或氣體時,活塞缸壁上或底座上可另設有快速接頭可連接油壓或氣壓泵浦設備之管路接頭,可使抗上揚隔震支承具有高度調整之功能。The anti-upper isolation bearing (10) shown in Fig. 52, wherein the base (120) is provided with a piston cylinder (121) having a groove structure, and the piston cylinder (121) is provided with a cushion (80) or a liquid or The gas, the base (11) has a configuration of a piston at one end, and can be placed in the piston cylinder (121) to seal the cushion (80) or liquid or gas in the piston cylinder (121) of the chassis (120), or the base. (11) The piston end is covered with a cushion and then placed in the piston cylinder. The groove structure of the piston cylinder can be formed by integral molding of the base, or can be formed by combining a bundle element (122) and a base (120), and the bundle element (122) is a frame or an annular body, or The bundle element (122) is a combination of multiple array elements. The base (120) may further be provided with a tensile fastening member (123) to connect the base so that the piston end of the base does not disengage from the vertical direction. The anti-uplift isolation bearing (10) is shown in Fig. 53, wherein a cushion (80) is provided between the tensile fastener (123) and the base (11) in a vertical direction. If liquid or gas is provided in the piston cylinder, a quick joint can be connected to the piston cylinder wall or the base to connect the pipeline joint of the hydraulic or pneumatic pumping device, so that the anti-uplift isolation bearing has the function of height adjustment. .
上述之抗上揚隔震支承中,基座之凹曲面皆為單曲率,除了單曲率之凹曲面外,基座之凹曲面也可為由曲面與平面相切銜接而成之複合曲面或由曲面與曲面相切銜接而成之複合曲面,可在不同位移階段產生不同之隔震效果。In the above-mentioned anti-uplift isolation support, the concave curved surface of the pedestal is a single curvature, and the concave curved surface of the pedestal may be a composite curved surface formed by tangential connection of the curved surface and the plane, in addition to the concave curved surface of the single curvature or The composite surface formed by the tangent of the curved surface and the curved surface can produce different isolation effects in different displacement stages.
抗上揚隔震支承也可搭配其他滾動或滑動方式之隔震支承或隔震裝置,單獨作為抗上揚之裝置,如搭配第1圖至第4圖所示之摩擦單擺隔震支承(01)(02)或隔震器(03)(04)作為其抗上揚之裝置。The anti-uplift isolation support can also be used with other isolation or isolation devices for rolling or sliding, and can be used as a device for anti-uplifting, such as the friction single pendulum isolation support shown in Figure 1 to Figure 4 (01) (02) or the isolator (03) (04) as its anti-up device.
為強化抗上揚隔震支承之消能功效,可於抗上揚隔震支承上另外安裝設置其他型式之阻尼裝置或消能裝置,使原本抗上揚隔震支承中滑動子與凹曲面之滑動摩擦消能功效外,能夠具有更佳之消能功效。In order to enhance the energy dissipation effect of the anti-uplift isolation support, other types of damping devices or energy dissipating devices can be additionally installed on the anti-uplift isolation support, so that the sliding friction between the slider and the concave curved surface in the original anti-uplift isolation support is eliminated. In addition to efficacy, it can have better energy dissipation.
第54圖為抗上揚隔震支承(10)設置於結構物(140)或設備機台或展示櫃(150)之較佳應用實施方式示意圖。若抗上揚隔震支承(10)搭載一質量塊(131),則成為一質量阻尼器(130),其應用方式如第53圖之下圖所示,質量阻尼器(130)設置於結構物(140)之頂部,或是樓層中,藉由質量塊(131)擺動時之回復力量抵銷震動之影響,具有緩衝水平震動降低振幅之功效。Figure 54 is a schematic view of a preferred application embodiment of the anti-uplift isolation support (10) disposed on the structure (140) or the equipment machine or display cabinet (150). If the anti-uplift isolation support (10) is equipped with a mass (131), it becomes a mass damper (130), and its application mode is as shown in the lower diagram of Fig. 53, and the mass damper (130) is disposed on the structure. At the top of (140), or in the floor, the recovery force of the mass (131) swings to counteract the effect of the shock, which has the effect of buffering the horizontal vibration to reduce the amplitude.
第55圖為抗上揚隔震支承(10)設置於結構物(140)基礎位置之較佳應用實施方式示意圖。Fig. 55 is a schematic view showing a preferred application embodiment of the anti-uplift isolation bearing (10) disposed at the base position of the structure (140).
01....習知之摩擦單擺隔震支承101.. . . Conventional friction single pendulum isolation support 1
02....習知之摩擦單擺隔震支承202.. . . Conventional friction single pendulum isolation support 2
03....習知之隔震器103.. . . Conventional isolation device 1
04....習知之隔震器204.. . . Conventional isolation device 2
10....抗上揚隔震支承10.. . . Anti-uplift isolation support
11....基座11. . . Pedestal
12....雙向座12. . . Two-way seat
13....連結平台13.. . . Link platform
14....連結桿件14. . . Connecting rod
20....滑動子20.. . . Slider
21....雙面滑動子twenty one.. . . Double-sided slider
30....凹曲面30.. . . Concave surface
31....凸曲面31.. . . Convex surface
40....導向機構40.. . . Guiding mechanism
41....導向凸軌41.. . . Guided rail
42....導向凹軌42.. . . Guided concave rail
43....導向板43.. . . guide plate
44....V形斷面44.. . . V-shaped section
45....梯形斷面45.. . . Trapezoidal section
46....圓弧斷面46.. . . Circular section
50....抗拉機構50.. . . Tensioning mechanism
51....抗拉板51.. . . Tensile plate
52....曲線凸軌52.. . . Curved convex rail
53....曲線凹軌53.. . . Curved concave rail
54....抗拉凸榫54.. . . Tensioned crown
55....剪力卡榫55.. . . Shear card
56....凹槽56.. . . Groove
60....滾動子60.. . . Roller
61....滾柱61.. . . Roller
62....滾輪62.. . . Wheel
63....滾珠63.. . . Ball
64....滾動機構64.. . . Rolling mechanism
65....循環滾動機構65.. . . Cyclic rolling mechanism
66....履帶66.. . . track
70....滑動墊70.. . . Sliding pad
71....集塵儲油孔71.. . . Dust storage hole
72....集塵儲油溝72.. . . Dust storage ditch
80....緩衝墊80.. . . Cushion
90....齒輪90.. . . gear
91....曲線齒條91.. . . Curved rack
100....軸桿100.. . . Shaft
101....軸承101.. . . Bearing
110....雙向鉸接抗拉關節器110.. . . Two-way articulated tensile joint
111....單向鉸接抗拉關節器111.. . . One-way articulated tensile joint
112....雙向球窩抗拉關節器112.. . . Two-way ball and socket tensile joint
120....底座120.. . . Base
121....活塞缸121.. . . Piston cylinder
122....圍束元件122.. . . Bundle element
123....抗拉扣件123.. . . Tension fastener
124....位移限制元件124.. . . Displacement limiting element
130....質量阻尼器130.. . . Mass damper
131....質量塊131.. . . Mass block
140....結構物140.. . . Structure
150....設備機台或展示櫃150.. . . Equipment machine or display cabinet
第1圖. 習知之摩擦單擺隔震支承1第2圖. 習知之摩擦單擺隔震支承2第3圖. 習知之隔震器1第4圖. 習知之隔震器2第5圖. 抗上揚隔震支承之較佳型式1工程視圖第6圖. 抗上揚隔震支承之較佳型式2工程視圖第7圖. 抗上揚隔震支承之較佳型式3工程視圖第8圖. 抗上揚隔震支承之較佳型式4工程視圖第9圖. 抗拉機構之較佳型式1立體圖第10圖. 抗上揚隔震支承之較佳型式5工程視圖第11圖. 抗上揚隔震支承之較佳型式6工程視圖第12圖. 抗上揚隔震支承之作動方式示意圖第13圖. 抗上揚隔震支承之較佳型式7工程視圖第14圖. 抗上揚隔震支承之較佳型式8工程視圖第15圖. 抗上揚隔震支承之較佳型式9工程視圖第16圖. 抗上揚隔震支承之較佳型式10工程視圖第17圖. 抗拉機構之較佳型式2立體圖第18圖. 雙向球窩抗拉關節器之較佳型式工程視圖第19圖. 抗上揚隔震支承之較佳型式11工程視圖第20圖. 水平防撞擊之緩衝墊之較佳型式1工程視圖第21圖. 水平防撞擊之緩衝墊之較佳型式2工程視圖第22圖. 水平防撞擊之緩衝墊之較佳型式3工程視圖第23圖. 滑動墊之較佳安裝方式工程視圖第24圖. 滑動墊之較佳型式工程視圖第25圖. 垂直防撞擊緩衝墊之較佳型式1工程視圖第26圖. 滾動機構之較佳型式1工程視圖第27圖. 滾動機構之較佳型式2工程視圖第28圖. 循環滾動機構之較佳型式1工程視圖第29圖. 循環滾動機構之較佳型式2工程視圖第30圖. 抗上揚隔震支承之較佳型式12工程視圖第31圖. 抗上揚隔震支承之較佳型式13工程視圖第32圖. 抗上揚隔震支承之較佳型式14工程視圖第33圖. 抗上揚隔震支承之較佳型式15工程視圖第34圖. 抗上揚隔震支承之較佳型式16工程視圖第35圖. 抗上揚隔震支承之較佳型式17工程視圖第36圖. 滑動子搭配單向鉸接抗拉關節器之較佳型式立體圖第37圖. 抗上揚隔震支承之較佳型式18工程視圖第38圖. 抗上揚隔震支承之較佳型式19工程視圖第39圖. 抗上揚隔震支承之較佳型式20工程視圖第40圖. 抗上揚隔震支承之較佳型式21工程視圖第41圖. 抗上揚隔震支承之較佳型式22工程視圖第42圖. 抗上揚隔震支承之較佳型式23工程視圖第43圖. 雙面滑動子之較佳型式立體圖第44圖. 抗上揚隔震支承之較佳型式24工程視圖第45圖. 抗上揚隔震支承之較佳型式25工程視圖第46圖. 抗上揚隔震支承之較佳型式26工程視圖第47圖. 抗上揚隔震支承之較佳型式27工程視圖第48圖. 垂直防撞擊之緩衝墊之較佳型式2工程視圖第49圖. 垂直防撞擊之緩衝墊之較佳型式3工程視圖第50圖. 垂直防撞擊之緩衝墊之較佳型式4工程視圖第51圖. 垂直防撞擊之緩衝墊之較佳型式5工程視圖第52圖. 垂直防撞擊之緩衝墊之較佳型式6工程視圖第53圖. 垂直防撞擊之緩衝墊之較佳型式7工程視圖第54圖. 抗上揚隔震支承之之較佳應用實施例1示意圖第55圖. 抗上揚隔震支承之之較佳應用實施例2示意圖Figure 1. The friction of the single pendulum isolation support 1 Figure 2. The friction of the single pendulum isolation support 2 Figure 3. The known isolator 1 4th. Figure 1 of the better type of anti-uplift isolation support. Figure 6. Engineering view of the improved type 2 for anti-uplift isolation. Figure 7. Engineering view of the improved type 3 for anti-uplift isolation. Figure 8. Figure 4 of the better type of isolation support. Figure 9 is a perspective view of the preferred version of the tensile mechanism. Figure 10. Engineering view of the anti-uplift isolation support. Figure 11. Figure 11. Comparison of the anti-uplift isolation support. Fig. 12 of the good type 6 engineering view. Fig. 13 is a schematic diagram of the action mode of the anti-uplift isolation support. Fig. 14 is a view of the improved type 7 engineering view of the anti-uplift isolation support. Figure 15. Engineering view of the improved type 9 for anti-uplift isolation. Figure 16. Engineering view of the improved type 10 for anti-uplift isolation. Figure 17. Figure 2 of the preferred version of the tensile mechanism. Figure 18. The preferred type of engineering view of the ball and socket tensile joint device is shown in Fig. 19. The better type 11 engineering view of the anti-uplift isolation support Fig. 20. A preferred version of the horizontal anti-collision cushion type 1 engineering view Fig. 21. A preferred version of the horizontal anti-collision cushion type 2 engineering view Fig. 22. A preferred version of the horizontal anti-collision cushion type 3 works View Figure 23. Schematic diagram of the preferred installation of the sliding pad. Figure 24. View of the preferred type of sliding pad. Figure 25. Figure 1 of the vertical impact cushion. Figure 26. Drawing of the rolling mechanism. Fig. 27 of the preferred type 1 engineering view. Fig. 28 of the preferred version of the rolling mechanism. Fig. 28 is a preferred version of the circular scrolling mechanism. Fig. 29 is a schematic view of the circular scrolling mechanism. Figure 12 is a view of the preferred type of engineering for anti-uplift isolation support. Figure 31. Engineering view of the improved type of anti-uplift isolation support. Figure 32. Figure 14 Engineering view of anti-uplift isolation support. Figure 33. Figure 15 of the preferred version of the isolation support. Figure 34. Project view of the improved type 16 for anti-uplift isolation. Figure 35. Project view of the improved type 17 for anti-uplift isolation. Figure 36. Slider with single The preferred type of articulated tensile joint Figure 37. Figure 18 of the preferred type of anti-uplift isolation support. Figure 38. Figure 19, view of the improved type of anti-uplift isolation support. Figure 39. The preferred version of the engineering view of the anti-uplift isolation support. 40 Fig. 41. View of the improved type 21 engineering view of the anti-uplift isolation support. Figure 41. Engineering view of the improved type 22 for anti-uplift isolation support. Figure 42. Engineering view of the improved type 23 for anti-uplift isolation support. A preferred type of perspective view of a double-sided slider. Fig. 44. A view of a preferred type of engineering for resisting an up-and-down isolation. Figure 45. A view of a preferred version of the anti-uplift isolation support. Figure 46. Figure 46. Anti-uplift isolation Supported Type 26 Engineering View Figure 47. Better Type 27 Engineering View for Anti-Uplift Isolation Support Figure 48. Preferred Type 2 Engineering View for Vertical Impact Cushion Figure 49. Vertical Anti-Bumping Buffer Pad Type 3 Engineering View Figure 50. Vertical Impact Protection Cushion Preferred Type 4 Engineering View Figure 51. Vertical Impact Protection Cushion Preferred Type 5 Engineering View Figure 52. Vertical Impact Protection Cushion pad of the preferred version 6 engineering view Figure 53. Vertical collision avoidance Optimum Type 7 Engineering View of the Cushioning Pad Figure 54. Preferred Application of Anti-Uplift Isolation Supporting Example 1 FIG. 55. Preferred Application of Anti-Uplift Isolation Support FIG.
10....抗上揚隔震支承10.. . . Anti-uplift isolation support
11....基座11. . . Pedestal
20....滑動子20.. . . Slider
30....凹曲面30.. . . Concave surface
31....凸曲面31.. . . Convex surface
40....導向機構40.. . . Guiding mechanism
41....導向凸軌41.. . . Guided rail
42....導向凹軌42.. . . Guided concave rail
50....抗拉機構50.. . . Tensioning mechanism
51....抗拉板51.. . . Tensile plate
53....曲線凹軌53.. . . Curved concave rail
54....抗拉凸榫54.. . . Tensioned crown
100....軸桿100.. . . Shaft
101....軸承101.. . . Bearing
110....雙向鉸接抗拉關節器110.. . . Two-way articulated tensile joint
Claims (67)
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