TWI679330B - Seismic vibration control device - Google Patents
Seismic vibration control device Download PDFInfo
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- TWI679330B TWI679330B TW104109289A TW104109289A TWI679330B TW I679330 B TWI679330 B TW I679330B TW 104109289 A TW104109289 A TW 104109289A TW 104109289 A TW104109289 A TW 104109289A TW I679330 B TWI679330 B TW I679330B
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Abstract
提供一種以簡單的構造來降低朝層積橡膠傳遞之拉伸力的防震裝置。 Provided is a shock-proof device that reduces the tensile force transmitted to a laminated rubber with a simple structure.
防震裝置係具有:上凸緣部及下凸緣部,係設置於層積橡膠的兩端面;貫穿孔,係形成於下凸緣部;固定構件,係朝貫穿孔插入,並以較貫穿孔要小的直徑來固定於安裝有下凸緣部的安裝面;以及引導構件,係配置於固定構件與貫穿孔之間,並限制安裝面與下凸緣部間的橫向相對位移,而容許縱向相對位移。 The anti-vibration device includes: an upper flange portion and a lower flange portion, which are provided on both end surfaces of the laminated rubber; a through-hole, which is formed on the lower flange portion; A small diameter is required for fixing to the mounting surface on which the lower flange portion is mounted; and a guide member is disposed between the fixing member and the through hole, and restricts the lateral relative displacement between the mounting surface and the lower flange portion, and allows longitudinal Relative displacement.
Description
本發明係關於一種建築物防震之防震裝置。 The invention relates to an earthquake-proof device for earthquake-proof buildings.
以往,建築物防震之防震裝置係被設置於基礎部並支撐建築物,而在地震時,層積橡膠會變形而吸收從基礎部朝建築物傳遞之橫向搖動(震動能)。由於層積橡膠雖相對於壓縮力有較大之強度,但相對於朝上方之拉拔力(拉伸力)的強度卻較小,故防震裝置在受到拉拔力的情況,便有使得層積橡膠之防震性能下降的可能性。因此,便需要使用拉拔力不會作用於防震裝置的構成。 In the past, earthquake-proof devices for building earthquakes were installed at the base and supported the building. During an earthquake, the laminated rubber was deformed to absorb lateral vibration (vibration energy) transmitted from the base to the building. Although the laminated rubber has a relatively large strength against the compressive force, it has a relatively small strength against the upward pulling force (tensile force). Therefore, when the shockproof device is subjected to the pulling force, the layer may Possibility of decrease in shock resistance of rubber. Therefore, it is necessary to use a structure in which the pulling force does not act on the shock-proof device.
另一方面,近年來,長寬比較大之建築物(例如高層建築物般,高度對寬度之比例較大的建築物)增加。長寬比較大的建築物中,在地震時或強風時等會容易發生建築物整體左右搖動(擺動)。在擺動發生時,建築物的一邊會從基礎部上浮,而使得拉拔力作用於防震裝置。從此般情事,便要求有即便拉拔力作用,仍可使用的防震裝置。 On the other hand, in recent years, buildings with relatively large lengths and widths (such as high-rise buildings having a large ratio of height to width) have increased. In buildings with relatively large lengths and widths, the entire building is likely to sway (swing) from side to side during earthquakes or strong winds. When the swing occurs, one side of the building will float from the base, so that the pulling force acts on the anti-vibration device. Since then, a shock-proof device that can be used even with the pulling force is required.
在拉拔力作用於防震裝置時,降低朝層積橡膠傳遞的拉伸力之技術係揭露於例如日本特開2003-194146號公報。 When the drawing force acts on the shock-proof device, a technique for reducing the tensile force transmitted to the laminated rubber is disclosed in, for example, Japanese Patent Application Laid-Open No. 2003-194146.
日本特開2003-194146號公報係記載有在朝基礎部設置防震裝置時,讓拉拔力降低機構貫穿,而以固定螺栓來將下凸緣部安裝於基礎部之構成。藉此,在地震時發生拉拔力時,便會受到拉拔力而使得防震裝置朝上位移。亦即,藉由拉拔力降低機構,來容許防震裝置之朝上位移。藉此,便會降低層積橡膠所受的拉伸力,而抑制朝層積橡膠傳遞過大的拉伸力。又,藉由固定螺栓,便會抑制防震裝置與基礎部的橫向相對移動。 Japanese Patent Application Laid-Open No. 2003-194146 describes a configuration in which a pull-out force reduction mechanism is penetrated when a shock-proof device is installed in a base portion, and a lower flange portion is attached to the base portion by a fixing bolt. Thereby, when a pulling force occurs during an earthquake, the pulling force is received and the shock-proof device is displaced upward. That is, upward displacement of the shock-proof device is allowed by the pulling force reduction mechanism. As a result, the tensile force experienced by the laminated rubber is reduced, and an excessive tensile force is prevented from being transmitted to the laminated rubber. In addition, by fixing the bolt, the lateral movement of the shock-proof device and the base portion is suppressed.
此處,拉拔力降低機構係具備有固定螺栓之頭部及設置於下部凸緣部之間的片狀彈簧,片狀彈簧之彈性係數會較層積橡膠之彈性係數要小。進一步地,下凸緣部下面係設置有支撐板及引導構件,而抑制作用於防震裝置之旋轉力或切力。 Here, the drawing force reduction mechanism is provided with a head provided with a fixing bolt and a leaf spring provided between the lower flange portions. The leaf spring has a smaller elastic coefficient than that of the laminated rubber. Further, a support plate and a guide member are provided under the lower flange portion to suppress a rotational force or a shear force acting on the shock-proof device.
然而,日本特開2003-194146號公報之防震裝置由於複雜之構造而使得成本提高。 However, the anti-vibration device of Japanese Patent Application Laid-Open No. 2003-194146 increases the cost due to the complicated structure.
本發明有鑑於上述事實,其目的在於提供一種可以簡單之構造來降低朝層積橡膠傳遞之拉伸力的防震裝置。 The present invention has been made in view of the above-mentioned facts, and an object thereof is to provide a vibration-proof device that can be simply structured to reduce the tensile force transmitted to the laminated rubber.
本發明之第1態樣的防震裝置,係具有:凸緣部,係設置於層積橡膠的兩端面;貫穿孔,係形成於該凸緣部;固定構件,係朝該貫穿孔插入,並以較該貫穿孔要小的直徑來固定於安裝有該凸緣部之安裝面;以及引導構件,係配置於該固定構件與該貫穿孔之間,並限制該安裝面與該凸緣部之間的橫向相對位移,而容許縱向相對位移。 A shockproof device according to a first aspect of the present invention includes a flange portion provided on both end surfaces of a laminated rubber, a through hole formed in the flange portion, and a fixing member inserted into the through hole, and Fixed to the mounting surface on which the flange portion is mounted with a smaller diameter than the through hole; and a guide member disposed between the fixing member and the through hole and restricting the mounting surface and the flange portion Relative lateral displacement, while allowing longitudinal relative displacement.
根據第1態樣之防震裝置,形成於防震裝置之凸緣部的貫穿孔係插入有被固定於安裝面之固定構件,固定構件與貫穿孔之間係配置有引導構件。藉由該引導構件,便會限制安裝面與凸緣部之間的橫向相對位移,而容許縱向相對位移。 According to the anti-vibration device of the first aspect, the through-hole formed in the flange portion of the anti-vibration device is inserted with a fixing member fixed to the mounting surface, and a guide member is disposed between the fixing member and the through-hole. With this guide member, the lateral relative displacement between the mounting surface and the flange portion is restricted, and the longitudinal relative displacement is allowed.
亦即,藉由固定構件,便會限制引導構件之橫向移動,藉由引導構件,便會限制凸緣部之橫向移動。藉此,層積橡膠便會切變而發揮防震機能。 That is, the lateral movement of the guide member is restricted by the fixing member, and the lateral movement of the flange portion is restricted by the guide member. As a result, the laminated rubber will be sheared to exert the anti-vibration function.
又,由於藉由引導構件,便會容許凸緣部與安裝面間之縱向相對位移,故在拉拔力作用於防震裝置時,凸緣部會從安裝面分離。其結果,便可降低朝層積橡膠傳遞的拉伸力。 In addition, since the longitudinal relative displacement between the flange portion and the mounting surface is allowed by the guide member, the flange portion is separated from the mounting surface when a pulling force is applied to the shock-proof device. As a result, the tensile force transmitted to the laminated rubber can be reduced.
本發明之第2態樣的防震裝置係在第1態樣的防震裝置中,該固定構件係具有直徑較該引導構件之內尺寸要大,而較該貫穿孔要小的頭部。 The second aspect of the present invention is the anti-vibration device of the first aspect, wherein the fixing member has a head having a larger diameter than the inner dimension of the guide member and smaller than the through hole.
根據第2態樣之防震裝置,由於固定構件之頭部的直徑會較引導構件之內尺寸要大,故引導構件不會從固定構件脫落。又,由於固定構件之頭部的直徑會較貫穿孔要小,故在安裝面與凸緣部間有縱向相對位移產生時,引導構件便可從貫穿孔拔出。亦即,引導構件可相對於貫穿孔而相對移動 於縱向。 According to the shockproof device of the second aspect, since the diameter of the head of the fixed member is larger than the inner size of the guide member, the guide member does not fall off from the fixed member. In addition, since the diameter of the head of the fixing member is smaller than that of the through hole, the guide member can be pulled out from the through hole when a longitudinal relative displacement occurs between the mounting surface and the flange portion. That is, the guide member is relatively movable relative to the through-hole In portrait.
其結果,便可在拉拔力作用於防震裝置時,在將引導構件固定於安裝面的狀態下,讓凸緣部從安裝面分離。 As a result, the flange portion can be separated from the mounting surface in a state where the guide member is fixed to the mounting surface when the drawing force is applied to the anti-vibration device.
本發明之第3態樣的防震裝置係在第1態樣或第2態樣的防震裝置中,該引導構件係形成為中空圓柱狀,並讓外周面與該貫穿孔之內周面相接,而可沿著該貫穿孔軸心的方向滑動地被加以插入。 A third aspect of the present invention is an anti-vibration device according to the first aspect or the second aspect. The guide member is formed in a hollow cylindrical shape, and the outer peripheral surface is in contact with the inner peripheral surface of the through hole. , And can be inserted slidably in the direction of the axial center of the through hole.
根據第3態樣的防震裝置,引導構件係可沿著該貫穿孔軸心的方向滑動地被加以插入,並容許安裝面與凸緣部間的縱向相對位移。藉此,便可在拉拔力作用於防震裝置時,讓凸緣部從安裝面分離。又,由於讓形成為中空圓柱狀的引導構件之外周面與凸緣部的貫穿孔之內周面相接,故可讓安裝面與凸緣部整體地位移於橫向。 According to the anti-vibration device according to the third aspect, the guide member is slidably inserted in the direction of the axial center of the through hole, and allows longitudinal relative displacement between the mounting surface and the flange portion. This allows the flange portion to be separated from the mounting surface when the pulling force is applied to the shock-proof device. Moreover, since the outer peripheral surface of the guide member formed in a hollow cylindrical shape is brought into contact with the inner peripheral surface of the through hole of the flange portion, the mounting surface and the flange portion can be displaced in the lateral direction as a whole.
本發明之第4態樣的防震裝置係在第1至第3態樣中任一種態樣的防震裝置中,該貫穿孔與該引導構件之相接部係設置有降低摩擦力之摩擦力降低機構。 A fourth aspect of the present invention is the anti-vibration device according to any one of the first to third aspects, and the contact portion between the through hole and the guide member is provided with a frictional force reducing friction reducing mechanism.
根據第4態樣的防震裝置,藉由設置於相接部的摩擦力降低機構,便會降低貫穿孔與引導構件之相接部的摩擦力。藉此,便可在拉拔力作用於防震裝置時,讓凸緣部從安裝面順暢地分離。 According to the fourth aspect of the anti-vibration device, the friction force of the contact portion between the through hole and the guide member is reduced by the friction force reduction mechanism provided at the contact portion. This allows the flange portion to be smoothly separated from the mounting surface when the drawing force is applied to the shockproof device.
本發明之第5態樣的防震裝置係在第1至第4態樣中任一種態樣的防震裝置中,該引導構件沿著該貫穿孔軸心的方向之尺寸會較該凸緣部之厚度尺寸要大。 A fifth aspect of the present invention is the anti-vibration device according to any one of the first to fourth aspects. The size of the guide member along the direction of the axis of the through hole is larger than that of the flange The thickness dimension should be large.
藉此,便可在拉拔力作用於防震裝置,而凸緣部從安裝面分離時,讓凸緣部難以從引導構件卸下。其結果,凸緣部便會容易回復到初期位置。 This makes it possible to make it difficult for the flange portion to be detached from the guide member when the pull-out force acts on the shockproof device and the flange portion is separated from the mounting surface. As a result, the flange portion can be easily returned to the initial position.
本發明之第6態樣的防震裝置係在第5態樣的防震裝置中,該引導構件從該凸緣部突出之頭部係於半徑方向突出有直徑較該凸緣部之貫穿孔要大之突出部。 A sixth aspect of the present invention is the anti-vibration device according to the fifth aspect, wherein the head of the guide member protruding from the flange portion has a larger diameter than the through hole of the flange portion. Of the protrusion.
藉此,便可在拉拔力作用於防震裝置時,藉由突出部來限制凸緣部朝上方的位移幅度。其結果,便可抑制凸緣部從引導部卸下。 Thereby, when the pulling force is applied to the shock-proof device, the upward displacement of the flange portion can be restricted by the protruding portion. As a result, the flange portion can be prevented from being removed from the guide portion.
本發明之第7態樣的防震裝置係在第6態樣的防震裝置中,該突出部係形成有在受到設定值以上之拉拔力時,會讓該突出部從該引導構件分離之溝部。 A seventh aspect of the present invention is the anti-vibration device of the sixth aspect, wherein the protruding portion is formed with a groove portion that allows the protruding portion to be separated from the guide member when a pulling force of more than a set value is received. .
根據第7態樣的防震裝置,在突出部受到設定值以上的拉拔力時,突出部便會在溝部位置,從引導構件分離。藉此,便可抑制施加過大之拉伸力於層積橡膠。 According to the seventh aspect of the anti-vibration device, when the protruding portion receives a pulling force of more than a set value, the protruding portion is separated from the guide member at the groove portion. Thereby, application of excessive tensile force to the laminated rubber can be suppressed.
本發明之第8態樣的防震裝置係在第6態樣的防震裝置中,該固定構件之頭部係形成有在該頭部受到設定值以上的拉拔力時,會讓該頭部從該固定構件之軸部分離之溝部。 An anti-vibration device according to an eighth aspect of the present invention is the anti-vibration device according to the sixth aspect, and the head of the fixing member is formed so that when the head receives a pulling force greater than a set value, the head is driven The groove portion where the shaft portion of the fixing member is separated.
根據第8態樣的防震裝置,在受到設定值以上的拉拔力時,固定構件之頭部便會在溝部位置,從固定構件的軸部分離。藉此,便可抑制施加過大之拉伸力於層積橡膠。 According to the anti-vibration device of the eighth aspect, when a pulling force of more than a set value is received, the head of the fixing member is separated from the shaft portion of the fixing member at the groove position. Thereby, application of excessive tensile force to the laminated rubber can be suppressed.
本發明之第9態樣的防震裝置係在第1至第8態樣中任一種態樣的防震裝置中,該凸緣部之貫穿孔與該引導構件的接合面係相對於沿著該貫穿孔軸心的方向,而朝向安裝有該凸緣部之該安裝面於成為較大直徑的方向傾斜。 According to a ninth aspect of the present invention, the anti-vibration device is the anti-vibration device of any one of the first to eighth aspects, and the joint surface between the through hole of the flange portion and the guide member is along the through hole. The direction of the hole axis is inclined toward the mounting surface where the flange portion is mounted in a direction having a larger diameter.
根據第9態樣的防震裝置,便讓凸緣部之貫穿孔與引導構件之接合面傾斜於安裝面為較大直徑的方向。藉此,例如藉由讓該傾斜角度對應於擺動發生時的建築物傾斜角度,便可易於在拉拔力作用於防震裝置時,讓凸緣部從安裝面分離。 According to the anti-vibration device according to the ninth aspect, the joint surface between the through hole of the flange portion and the guide member is inclined in a direction in which the mounting surface has a larger diameter. Thereby, for example, by making the inclination angle correspond to the inclination angle of the building when the swing occurs, it is possible to easily separate the flange portion from the mounting surface when the drawing force acts on the shock-proof device.
本發明由於為上述構成,故能提供一種可以簡單之構造來降低朝層積橡膠傳遞之拉伸力的防震裝置。 Since the present invention has the above-mentioned configuration, it is possible to provide a shock-proof device that can be simply structured to reduce the tensile force transmitted to the laminated rubber.
10‧‧‧防震裝置 10‧‧‧ Shockproof device
12‧‧‧層積橡膠 12‧‧‧Laminated rubber
12G‧‧‧彈性橡膠板 12G‧‧‧Elastic rubber sheet
12S‧‧‧鋼板 12S‧‧‧ steel plate
14a‧‧‧下凸緣部 14a‧‧‧Lower flange
14b‧‧‧上凸緣部 14b‧‧‧upper flange
16‧‧‧基底板 16‧‧‧ base plate
16F‧‧‧上面 16F‧‧‧ above
18‧‧‧基礎部 18‧‧‧ Basic Department
20‧‧‧建築物 20‧‧‧ Building
20F‧‧‧底面 20F‧‧‧ Underside
22‧‧‧螺栓 22‧‧‧ Bolt
23‧‧‧固定螺栓 23‧‧‧ fixing bolt
24‧‧‧引導件插入孔 24‧‧‧ Guide Insertion Hole
24F‧‧‧內周面 24F‧‧‧Inner peripheral surface
26‧‧‧引導件 26‧‧‧Guide
30‧‧‧防震裝置 30‧‧‧Shockproof device
32‧‧‧引導件 32‧‧‧Guide
40‧‧‧防震裝置 40‧‧‧Shockproof device
42‧‧‧引導件 42‧‧‧Guide
44‧‧‧突出部 44‧‧‧ protrusion
50‧‧‧防震裝置 50‧‧‧ shockproof device
52‧‧‧引導件 52‧‧‧Guide
54‧‧‧突出部 54‧‧‧ protrusion
56‧‧‧溝部 56‧‧‧Gully
58‧‧‧圓環部 58‧‧‧Ring section
60‧‧‧防震裝置 60‧‧‧Shockproof device
62‧‧‧螺栓 62‧‧‧ Bolt
64‧‧‧頭部 64‧‧‧ Head
66‧‧‧軸部 66‧‧‧Shaft
68‧‧‧溝部 68‧‧‧Gully
70‧‧‧防震裝置 70‧‧‧ shockproof device
72‧‧‧引導件 72‧‧‧Guide
72F‧‧‧外周面 72F‧‧‧outer surface
D1‧‧‧直徑 D1‧‧‧ diameter
D2‧‧‧外徑 D2‧‧‧ Outside diameter
D3‧‧‧內徑 D3‧‧‧Inner diameter
H1‧‧‧高度 H1‧‧‧ height
H2‧‧‧高度尺寸 H2‧‧‧height size
H3‧‧‧深度 H3‧‧‧ Depth
H4‧‧‧深度 H4‧‧‧ Depth
L1‧‧‧錐面的小徑側與大徑側的放大部分之尺寸 L1‧‧‧ The size of the enlarged part of the small diameter side and the large diameter side of the tapered surface
L2‧‧‧錐面高度 L2‧‧‧ cone height
T1‧‧‧厚度尺寸 T1‧‧‧Thickness
UP‧‧‧箭頭 UP‧‧‧ Arrow
S1‧‧‧分離距離 S1‧‧‧ separation distance
S2‧‧‧距離 S2‧‧‧Distance
S3‧‧‧距離 S3‧‧‧ Distance
Sv‧‧‧拉拔力 Sv‧‧‧ Pulling Force
Svk‧‧‧拉拔力 Svk‧‧‧Drawing Force
Y‧‧‧垂直軸 Y‧‧‧ vertical axis
圖1A係顯示本發明第1實施形態相關的防震裝置之基本構成的前視圖。 FIG. 1A is a front view showing a basic configuration of a vibration-proof device according to a first embodiment of the present invention.
圖1B係放大本發明第1實施形態相關的防震裝置之基礎部與凸緣部的接合部之部分剖面圖。 FIG. 1B is an enlarged partial cross-sectional view of a joint portion between a base portion and a flange portion of an anti-vibration device according to a first embodiment of the present invention. FIG.
圖2A顯示於本發明第1實施形態相關的防震裝置之基礎部作用有橫向外力的狀態之部分剖面圖。 FIG. 2A is a partial cross-sectional view showing a state where a lateral external force is applied to a base portion of a vibration isolator according to a first embodiment of the present invention.
圖2B顯示於本發明第1實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 2B is a partial cross-sectional view showing a state where an upward pulling force is applied to the shock-proof device according to the first embodiment of the present invention. FIG.
圖3A係顯示表示本發明第2實施形態相關的防震裝置之基本構成的基礎部與凸緣部之接合部的部分剖面圖。 FIG. 3A is a partial cross-sectional view showing a joint between a base portion and a flange portion showing a basic configuration of a vibration-proof device according to a second embodiment of the present invention.
圖3B顯示於本發明第2實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 3B is a partial cross-sectional view showing a state in which an upward pulling force is applied to the shock absorbing device according to the second embodiment of the present invention.
圖4A係顯示表示本發明第3實施形態相關的防震裝置之基本構成的基礎部與凸緣部之接合部的部分剖面圖。 FIG. 4A is a partial cross-sectional view showing a joint portion of a base portion and a flange portion showing a basic configuration of a vibration-proof device according to a third embodiment of the present invention.
圖4B顯示於本發明第3實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 4B is a partial cross-sectional view showing a state where an upward pulling force is applied to the shock-proof device according to the third embodiment of the present invention.
圖5A係顯示表示本發明第4實施形態相關的防震裝置之基本構成的基礎部與凸緣部之接合部的部分剖面圖。 FIG. 5A is a partial cross-sectional view showing a joint between a base portion and a flange portion showing a basic configuration of a vibration-proof device according to a fourth embodiment of the present invention.
圖5B顯示於本發明第4實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 5B is a partial cross-sectional view showing a state in which an upward pulling force is applied to the shock absorbing device according to the fourth embodiment of the present invention.
圖6A係顯示表示本發明第5實施形態相關的防震裝置之基本構成的基礎部與凸緣部之接合部的部分剖面圖。 FIG. 6A is a partial cross-sectional view showing a joint portion of a base portion and a flange portion showing a basic configuration of a vibration-proof device according to a fifth embodiment of the present invention. FIG.
圖6B顯示於本發明第5實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 6B is a partial cross-sectional view showing a state where an upward pulling force is applied to the shock-proof device according to the fifth embodiment of the present invention.
圖7A係顯示表示本發明第6實施形態相關的防震裝置之基本構成的基礎部與凸緣部之接合部的部分剖面圖。 FIG. 7A is a partial cross-sectional view showing a joint portion of a base portion and a flange portion showing a basic configuration of a vibration-proof device according to a sixth embodiment of the present invention.
圖7B顯示於本發明第6實施形態相關的防震裝置作用有上方拉拔力的狀態之部分剖面圖。 FIG. 7B is a partial cross-sectional view showing a state in which a vibration-proof device according to a sixth embodiment of the present invention exerts an upward pulling force. FIG.
(第1實施形態) (First Embodiment)
使用圖1、圖2來就第1實施形態相關之防震裝置10加以說明。 The vibration-proof device 10 according to the first embodiment will be described with reference to Figs. 1 and 2.
如圖1A所示,防震裝置10係被設置於基礎部18並支撐建築物20,而在地震時,吸收從基礎部18朝建築物20傳遞的搖動(震動能)。 As shown in FIG. 1A, the anti-vibration device 10 is installed in the base portion 18 and supports the building 20. During an earthquake, it absorbs shaking (vibration energy) transmitted from the base portion 18 to the building 20.
另外,本說明書之所有圖式係將箭頭UP之方向作為上來加以記載。 In addition, all drawings in this specification are described with the direction of the arrow UP as an upward direction.
防震裝置10係在市場相當普及的一般構成,於上下方向中央部設置有層積橡膠12,於層積橡膠12的兩端面安裝有直徑較層積橡膠12要大之下凸緣部14a與上凸緣部14b。在此,層積橡膠12係交互地層積具備有既定 彈性之橡膠板12G與鋼板12S而形成為圓柱狀(參照圖1(B))。 The anti-vibration device 10 is a general structure that is quite popular in the market. Laminated rubber 12 is provided at the center of the vertical direction. The lower flange portions 14a and the upper diameter of the laminated rubber 12 are larger than those of the laminated rubber 12. The flange portion 14b. Here, the lamination of 12-layer laminated rubber has a predetermined structure. The elastic rubber plate 12G and the steel plate 12S are formed in a cylindrical shape (see FIG. 1 (B)).
下凸緣部14a與上凸緣部14b都以鋼板在俯視來形成為圓形,下凸緣部14a係與埋設於基礎部18的基底板16成為安裝面的上面16F相接,並以作為固定構件之螺栓22來加以固定。在此,基底板16係以鋼板在俯視來形成為圓形,並讓底部埋設於水泥製之基礎部18,而以固定螺栓23來與基礎部18接合。基底板16與基礎部18會一起動作。又,上凸緣部14b係與建築物20之底面(安裝面)20F相接,並以螺栓22來加以固定。上凸緣部14b與建築物20會一起動作。 Both the lower flange portion 14a and the upper flange portion 14b are formed in a circular shape by a steel plate in a plan view. The lower flange portion 14a is in contact with the upper surface 16F of the base plate 16 embedded in the base portion 18 as a mounting surface, and is used as The member is fixed with a bolt 22. Here, the base plate 16 is formed in a circular shape by a steel plate in a plan view, the bottom portion is buried in the cement-based base portion 18, and the base portion 18 is joined with the fixing bolt 23. The base plate 16 and the base portion 18 operate together. The upper flange portion 14 b is in contact with the bottom surface (mounting surface) 20F of the building 20 and is fixed with bolts 22. The upper flange portion 14 b operates together with the building 20.
在此,便就基底板16與下凸緣部14a之接合部來加以說明。 Here, the joint between the base plate 16 and the lower flange portion 14a will be described.
如圖1B所示,下凸緣部14a從層積橡膠12的外周面伸出的平面部係以等間隔來形成有複數個以直徑D1來貫穿的引導件插入孔24。又,基底板16上面對應於引導件插入孔24之位置係設置有鎖入螺栓22的螺栓用導孔28。 As shown in FIG. 1B, a plurality of guide insertion holes 24 penetrating with a diameter D1 are formed at a regular interval from the flat portion of the lower flange portion 14 a protruding from the outer peripheral surface of the laminated rubber 12. The upper surface of the base plate 16 is provided with a bolt guide hole 28 for locking the bolt 22 at a position corresponding to the guide insertion hole 24.
引導件插入孔24係在螺栓24之外周面與引導件插入孔24之內周面之間插入有作為引導構件的引導件26。引導件26之外周面會與引導件插入孔24之內周面相接,並可朝縱向滑動地被加以插入。引導件26係以鋼材來形成為中空圓柱狀,外徑D2係成為可插入至引導件插入孔24之尺寸,內徑D3係成為可讓螺栓22的軸部插入之尺寸。又,高度H1係成為與下凸緣部14a之厚度尺寸T1幾乎相等的尺寸。 The guide insertion hole 24 has a guide 26 as a guide member inserted between the outer peripheral surface of the bolt 24 and the inner peripheral surface of the guide insertion hole 24. The outer peripheral surface of the guide 26 is in contact with the inner peripheral surface of the guide insertion hole 24 and is slidably inserted in the longitudinal direction. The guide 26 is formed into a hollow cylindrical shape using steel material, the outer diameter D2 is a size that can be inserted into the guide insertion hole 24, and the inner diameter D3 is a size that allows the shaft portion of the bolt 22 to be inserted. The height H1 is a size that is almost equal to the thickness dimension T1 of the lower flange portion 14a.
藉此,便可在拉拔力Sv作用於防震裝置10時,讓下凸緣部14a從基底板16之安裝面F分離。又,藉由相接之引導件26外周面與下凸緣部14a之引導件插入孔24內周面,來限制安裝面F與下凸緣部14a間的橫向相對位移。 This allows the lower flange portion 14 a to be separated from the mounting surface F of the base plate 16 when the drawing force Sv acts on the shock-proof device 10. Moreover, the lateral relative displacement between the mounting surface F and the lower flange portion 14a is restricted by the outer peripheral surface of the contacting guide 26 and the inner peripheral surface of the guide insertion hole 24 of the lower flange portion 14a.
在此,所謂相對位移之限制係以容許伴隨著防震裝置10之施工而被要求的基底板之安裝面16F與下凸緣部14a間的尺寸誤差之相對位移,而在地震時等的橫向搖晃時,安裝面16F與下凸緣部14a會一起動作的意思來加以記載。 Here, the restriction of the relative displacement is a relative displacement that allows a dimensional error between the mounting surface 16F of the base plate and the lower flange portion 14a required in accordance with the construction of the seismic isolation device 10, and lateral shaking during an earthquake or the like At this time, the meaning that the mounting surface 16F and the lower flange portion 14a operate together is described.
又,引導件26係以螺栓22來與基底板16接合。螺栓22之頭部係外徑會較引導件26之內徑D3要大,而較引導件插入孔24之直徑D1要小。藉此,螺栓22之頭部便會施加按壓力於引導件26上面,而將引導件26固 定於安裝面16F。 The guide 26 is connected to the base plate 16 with bolts 22. The outer diameter of the head of the bolt 22 will be larger than the inner diameter D3 of the guide member 26 and smaller than the diameter D1 of the guide member insertion hole 24. As a result, the head of the bolt 22 will apply a pressing force on the guide member 26 to fix the guide member 26. Scheduled for mounting surface 16F.
又,由於螺栓22頭部之直徑會較引導件插入孔24要小,故會容許安裝面16F與下凸緣部14a間的縱向相對位移。 In addition, since the diameter of the head of the bolt 22 is smaller than that of the guide insertion hole 24, the longitudinal relative displacement between the mounting surface 16F and the lower flange portion 14a is allowed.
其結果,便可在拉拔力作用於防震裝置10時,於將引導件26固定在安裝面16F的狀態下,讓下凸緣部14a從安裝面分離。 As a result, the lower flange portion 14a can be separated from the mounting surface in a state where the guide 26 is fixed to the mounting surface 16F when the drawing force is applied to the shockproof device 10.
如圖2A所示,藉此,例如在因地震而使得基礎部18與基底板16朝橫向移動時,螺栓22便會與基底板16一起朝橫向移動。藉此,插入至引導件插入孔24的引導件26及防震裝置10之下凸緣部14a亦會與螺栓22一起朝箭頭Sh方向移動。 As shown in FIG. 2A, by this, for example, when the base portion 18 and the base plate 16 are moved laterally due to an earthquake, the bolts 22 are moved laterally together with the base plate 16. As a result, the guide 26 inserted into the guide insertion hole 24 and the lower flange portion 14 a of the shock-absorbing device 10 also move in the direction of the arrow Sh together with the bolt 22.
另一方面,由於上凸緣部14b並未從以往位置移動,故層積橡膠12會如兩點鏈線Sm所示,便斜向傾斜,以吸收從基礎部18朝建築物20傳遞之橫向震動能。 On the other hand, since the upper flange portion 14b has not moved from the previous position, the laminated rubber 12 will be inclined obliquely as shown by the two-point chain line Sm to absorb the lateral direction transmitted from the base portion 18 to the building 20 Vibration energy.
如此般,本實施形態中,便能維持防震裝置10中吸收橫向搖動(震動能)之機能。 In this way, in this embodiment, the function of absorbing the lateral shaking (vibration energy) in the shockproof device 10 can be maintained.
又,如圖2B所示,在因晃動而使得建築物傾斜時,抬升側的防震裝置10係作用有朝上方的拉拔力Sv。 Further, as shown in FIG. 2B, when the building is tilted due to shaking, the upward-side pulling-out force Sv acts on the anti-vibration device 10 on the lifting side.
此時,由於防震裝置10係將上凸緣部14b固定於建築物20,故會受到拉拔力而與建築物20一起移動。另一方面,防震裝置10之下凸緣部14a會在與插入至引導件插入孔24的引導件26之間滑動,而下凸緣部14a便會從固定於基礎部18的基底板16分離距離S1,並與層積橡膠一起朝上方移動。其結果,層積橡膠12下端部便會成為自由端,而降低朝層積橡膠12傳遞之拉伸力。 At this time, since the anti-vibration device 10 fixes the upper flange portion 14 b to the building 20, it is moved together with the building 20 due to a pulling force. On the other hand, the lower flange portion 14 a of the shock-absorbing device 10 slides between the guide member 26 inserted into the guide insertion hole 24, and the lower flange portion 14 a is separated from the base plate 16 fixed to the base portion 18. The distance S1, and moves upward with the laminated rubber. As a result, the lower end portion of the laminated rubber 12 becomes a free end, and the tensile force transmitted to the laminated rubber 12 is reduced.
如上述說明,本構成中,係以使用簡單構成之引導件26,而即便拉拔力作用於防震裝置10,仍可降低朝層積橡膠12傳遞之拉伸力。 As described above, in this configuration, the guide 26 having a simple configuration is used, and even if the drawing force is applied to the shockproof device 10, the tensile force transmitted to the laminated rubber 12 can be reduced.
另外,防震裝置10中,亦可於下凸緣部14a之引導件插入孔24與引導件26之相接部塗布例如,二硫化鉬、矽油或潤滑油等降低摩擦力之物質(摩擦力降低機構),來降低摩擦力。藉此。便可易於讓下凸緣部14a朝上方滑動。 In addition, in the anti-vibration device 10, the contact portion between the guide insertion hole 24 and the guide 26 of the lower flange portion 14a may be coated with a friction reducing substance such as molybdenum disulfide, silicone oil, or lubricant (reduced friction) Mechanism) to reduce friction. Take this. The lower flange portion 14a can be easily slid upward.
又,本實施形態中,係已就於下凸緣部14a設置引導件插入孔24,而將引導件26插入至引導件插入孔24的構成來加以說明。但是,並不限定 於此,雖省略圖示,但亦可為以上凸緣部14b代替下凸緣部14a來設置有螺孔,而將引導件插入至引導件插入孔24的構成。又,亦可為將下凸緣部14a與上凸緣部14b兩者插入引導件至引導件插入孔24之構成。 In the present embodiment, a configuration has been described in which a guide insertion hole 24 is provided in the lower flange portion 14 a and a guide 26 is inserted into the guide insertion hole 24. However, it is not limited Here, although illustration is omitted, the upper flange portion 14b may be provided with a screw hole instead of the lower flange portion 14a, and a guide may be inserted into the guide insertion hole 24. It is also possible to have a configuration in which both the lower flange portion 14 a and the upper flange portion 14 b are inserted into the guide to the guide insertion hole 24.
又,本實施形態中,係已就將引導件26形成為中空圓柱狀的情況來加以說明。但是,並不限定於此,雖省略圖示,但外形形狀亦可為方形或多角形等圓形以外的形狀。又,亦可於圓柱部之一部分以固定間隔來設置有狹縫。 In the present embodiment, the case where the guide 26 is formed into a hollow cylindrical shape has been described. However, the shape is not limited to this, and although the illustration is omitted, the outer shape may be a shape other than a circle such as a square or a polygon. Moreover, slits may be provided at a fixed interval in a part of the cylindrical portion.
又,引導件26並不須於周圍方向將中空圓柱部一體連續成形,亦可為於沿著中空圓柱體之中心線的方向加以分割,而將所分割之複數件組合之構成。又,亦可充填既定直徑之鋼球來代替引導件。 In addition, the guide member 26 does not have to be formed integrally and continuously in a hollow cylindrical portion in the peripheral direction, and may be divided in a direction along the center line of the hollow cylinder, and a plurality of divided pieces may be combined. Alternatively, a steel ball of a predetermined diameter may be filled instead of the guide.
又,本實施形態中,係已就將引導件26與螺栓22作為不同構件來加以說明。但是,並不限定於此,亦可先將引導件26與螺栓22一體化。藉此,便可省下下凸緣部14a之安裝時的步驟,而提升施工性。 In this embodiment, the guide 26 and the bolt 22 have been described as different members. However, it is not limited to this, and the guide 26 and the bolt 22 may be integrated first. Thereby, the steps at the time of mounting the lower flange part 14a can be omitted, and workability can be improved.
(第2實施形態) (Second Embodiment)
使用圖3A、圖3B而就第2實施形態相關的防震裝置30來加以說明。 3A and 3B, a description will be given of an anti-vibration device 30 according to the second embodiment.
如圖3A所示,防震裝置30係在引導件32之縱向尺寸(高度)H2會較下凸緣部14a之厚度尺寸T1要大的點上,與第1實施形態有所相異。以相異點為中心來加以說明。 As shown in FIG. 3A, the shockproof device 30 is different from the first embodiment in that the longitudinal dimension (height) H2 of the guide 32 is larger than the thickness dimension T1 of the lower flange portion 14a. The description will focus on the differences.
引導件32係可朝縱向滑動地被插入至形成於下凸緣部14a引導件插入孔24。此時,由於引導件32之高度尺寸H2會較下凸緣部14a之厚度尺寸T1要大,故引導件32上端部便會從下凸緣部14a表面突出。又,引導件32係以螺栓22之頭部來按壓引導件32上面而被固定於基底板16。 The guide 32 is slidably inserted into the guide insertion hole 24 formed in the lower flange portion 14a. At this time, since the height dimension H2 of the guide 32 is larger than the thickness dimension T1 of the lower flange portion 14a, the upper end portion of the guide 32 protrudes from the surface of the lower flange portion 14a. The guide 32 is fixed to the base plate 16 by pressing the upper surface of the guide 32 with the head of the bolt 22.
藉此,如圖3B所示,在向上的拉拔力Sv作用於防震裝置30時,下凸緣部14a雖會從基底板16之安裝面16F分離,但由於引導件32之高度較高,故可讓下凸緣部14a之引導件插入孔24難以從引導件32脫離。例如,下凸緣部14a即便從安裝面F分離至距離S2,仍不會脫離。又,引導件32亦不會從螺栓22脫落。進一步地,下凸緣部14a會容易回到與基底板16之安裝面16F相接的初期位置。 Therefore, as shown in FIG. 3B, when the upward pulling force Sv acts on the shockproof device 30, the lower flange portion 14a is separated from the mounting surface 16F of the base plate 16, but the height of the guide 32 is high, Therefore, the guide insertion hole 24 of the lower flange portion 14 a can be made difficult to be detached from the guide 32. For example, even if the lower flange portion 14a is separated from the mounting surface F to the distance S2, it does not come off. In addition, the guide 32 does not fall off from the bolt 22. Further, the lower flange portion 14 a can easily return to the initial position in contact with the mounting surface 16F of the base plate 16.
其結果,即便反復作用拉拔力Sv,仍可穩固而降低朝層積橡膠12傳遞之拉伸力。其餘構成係與第1實施形態相同而省略說明。 As a result, even if the drawing force Sv is repeatedly applied, the tensile force transmitted to the laminated rubber 12 can be stably reduced. The rest of the configuration is the same as that of the first embodiment, and description thereof is omitted.
(第3實施形態) (Third Embodiment)
使用圖4A、圖4B而就第3實施形態相關的防震裝置40來加以說明。 A description will be given of a shock-proof device 40 according to the third embodiment with reference to Figs. 4A and 4B.
如圖4A所示,防震裝置40係在從下凸緣部14a表面所突出之引導件42的頭部具有突出部44的點上,與第2實施形態有所相異。以相異點為中心來加以說明。 As shown in FIG. 4A, the shockproof device 40 is different from the second embodiment in that the head of the guide 42 protruding from the surface of the lower flange portion 14a has a protruding portion 44. The description will focus on the differences.
引導件42係具有從下凸緣部14a表面突出之高度,頭部係於周圍方向突出有直徑較下凸緣部14a之引導件插入孔24要大的突出部。又,引導件42至突出部下面為止的縱向尺寸H2會較下凸緣部14a之厚度尺寸T1要大。 The guide 42 has a height that protrudes from the surface of the lower flange portion 14a, and the head portion protrudes in a peripheral direction with a projection having a larger diameter than the guide insertion hole 24 of the lower flange portion 14a. Further, the longitudinal dimension H2 from the guide 42 to the lower surface of the protruding portion is larger than the thickness dimension T1 of the lower flange portion 14a.
藉此,如圖4B所示,在向上的拉拔力Sv作用於防震裝置40時,下凸緣部14a雖會從基底板16之安裝面16F分離,但可藉由突出部44來將下凸緣部14a朝縱向之位移幅度限制在距離S3的範圍內。其結果,便可抑制下凸緣部14a從引導件42脫離。其餘構成係與第2實施形態相同而省略說明。 As a result, as shown in FIG. 4B, when the upward pulling force Sv acts on the shockproof device 40, the lower flange portion 14 a is separated from the mounting surface 16F of the base plate 16, but the lower portion 14 a The width of the flange portion 14a in the longitudinal direction is limited to the range of the distance S3. As a result, detachment of the lower flange portion 14 a from the guide 42 can be suppressed. The rest of the configuration is the same as that of the second embodiment, and description thereof is omitted.
(第4實施形態) (Fourth Embodiment)
使用圖5A、圖5B而就第3實施形態相關的防震裝置50來加以說明。 5A and 5B, a vibration-proof device 50 according to the third embodiment will be described.
如圖5A所示,防震裝置50係在形成有突出部54的引導件52上面形成有溝部56的點上,與第3實施形態有所相異。以相異點為中心來加以說明。 As shown in FIG. 5A, the shockproof device 50 is different from the third embodiment in that a groove portion 56 is formed on the upper surface of the guide 52 where the protruding portion 54 is formed. The description will focus on the differences.
引導件52上部係設置有直徑較引導件插入孔24要大之突出部54。又,突出部54上面係以與引導件52之圓環部58的外徑相同之外徑D2來形成有圓形溝部56。溝部56係以深度H3來切出剖面V字狀的切凹部,溝部56之深度H3係在突出部54受到拉拔力Svk時,可將突出部54從引導件52上部切離的深度。 The upper portion of the guide member 52 is provided with a protrusion 54 having a larger diameter than the guide member insertion hole 24. Further, a circular groove portion 56 is formed on the protruding portion 54 with an outer diameter D2 that is the same as the outer diameter of the ring portion 58 of the guide 52. The groove portion 56 is a V-shaped cutout recess with a depth H3. The depth H3 of the groove portion 56 is a depth at which the protrusion portion 54 can be cut away from the upper portion of the guide 52 when the protrusion portion 54 is subjected to a drawing force Svk.
藉此,如圖5B所示,在向上的拉拔力Sv作用於防震裝置50時,下凸緣部14a雖會從基底板16之安裝面16F分離,但防震裝置50在受到更大的拉拔力Svk時,會讓下凸緣部14a從安裝面16F分離距離Sk,而使得引導件52之圓環部58在溝部56斷裂,以讓突出部54從圓環部58分離。 As a result, as shown in FIG. 5B, when the upward pulling force Sv acts on the shock-proof device 50, although the lower flange portion 14a is separated from the mounting surface 16F of the base plate 16, the shock-proof device 50 is subjected to greater pulling When the pulling force Svk is drawn, the lower flange portion 14a is separated from the mounting surface 16F by a distance Sk, and the ring portion 58 of the guide 52 is broken at the groove portion 56 so that the protruding portion 54 is separated from the ring portion 58.
其結果,便可抑制施加過大的拉伸力(Svk以上的拉伸力)於層積橡膠12。其餘構成係與第3實施形態相同而省略說明。 As a result, it is possible to suppress application of an excessive tensile force (tensile force greater than Svk) to the laminated rubber 12. The rest of the configuration is the same as that of the third embodiment, and description thereof is omitted.
(第5實施形態) (Fifth Embodiment)
使用圖6A、圖6B而就第6實施形態相關的防震裝置60來加以說明。 6A and 6B, a vibration-proof device 60 according to the sixth embodiment will be described.
如圖6A所示,防震裝置60係在具有設置有突出部44的引導件42,而於將引導件42固定於基底板16的螺栓62形成有用以讓頭部64與軸部66分離之溝部68的點上,與第3實施形態有所相異。以相異點為中心來加以說明。 As shown in FIG. 6A, the shockproof device 60 is a guide portion 42 provided with a protruding portion 44, and a bolt 62 that fixes the guide portion 42 to the base plate 16 forms a groove portion for separating the head portion 64 from the shaft portion 66. The 68 points are different from the third embodiment. The description will focus on the differences.
螺栓62係具有朝引導件42內部插通之軸部66以及直徑較引導件42內徑要大的頭部64。為螺栓62之軸部66且接合於頭部64的接合部係形成有溝部68。溝部68係以深度H4來圍繞軸部66周圍而加以形成。在此,溝部68之深度H4係在頭部64受到設定值以上的拉拔力Svk時,可將頭部64從軸部66切離的深度。 The bolt 62 includes a shaft portion 66 inserted into the guide 42 and a head portion 64 having a larger diameter than the inner diameter of the guide 42. A groove portion 68 is formed in a joint portion that is the shaft portion 66 of the bolt 62 and is joined to the head portion 64. The groove portion 68 is formed around the shaft portion 66 with a depth H4. Here, the depth H4 of the groove portion 68 is a depth at which the head portion 64 can be cut away from the shaft portion 66 when the head portion 64 receives a drawing force Svk of a set value or more.
藉此,如圖6B所示,在向上之拉拔力Sv作用於防震裝置60時,下凸緣部14a雖會從基底板16之安裝面16F分離,但防震裝置50在受到更大之拉拔力Svk時,下凸緣部14a便會從安裝面16F分離距離Sk,而軸部66會在溝部68斷裂,使得頭部64從軸部66分離。 As a result, as shown in FIG. 6B, when the upward pulling force Sv acts on the shock-proof device 60, the lower flange portion 14a is separated from the mounting surface 16F of the base plate 16, but the shock-proof device 50 is being pulled more. When the pulling force Svk is drawn, the lower flange portion 14a is separated from the mounting surface 16F by a distance Sk, and the shaft portion 66 is broken at the groove portion 68, so that the head portion 64 is separated from the shaft portion 66.
其結果,便可抑制施加過大之拉伸力(Svk以上的拉伸力)於層積橡膠12。其餘構成係與第3實施形態相同而省略說明。 As a result, it is possible to suppress application of an excessive tensile force (tensile force greater than Svk) to the laminated rubber 12. The rest of the configuration is the same as that of the third embodiment, and description thereof is omitted.
(第6實施形態) (Sixth embodiment)
使用圖7A、圖7B而來就第7實施形態相關的防震裝置70來加以說明。 7A and 7B, a vibration-proof device 70 according to the seventh embodiment will be described.
如圖7A所示,防震裝置70係在引導件72之外周面72F及下凸緣部14a之引導插入孔24的內周面24F會成為相對於垂直軸Y來傾斜的錐面,而傾斜面彼此會相接的點上,與第1實施形態有所相異。以相異點為中心來加以說明。 As shown in FIG. 7A, the shock-proof device 70 is formed on the outer peripheral surface 72F of the guide 72 and the inner peripheral surface 24F of the guide insertion hole 24 of the lower flange portion 14a. The point where they meet each other is different from the first embodiment. The description will focus on the differences.
引導件72之外周面72F及下凸緣部14a之引導插入孔24的內周面24F均是安裝下凸緣部14a之基底面16的安裝面16F側會具有從層積橡膠12側於成為直徑要大之方向傾斜,亦即相對於垂直軸角度θ之傾斜。外周面72F與內周面24F會在以角度θ傾斜的狀態下來相接。 The outer peripheral surface 72F of the guide 72 and the inner peripheral surface 24F of the guide insertion hole 24 of the lower flange portion 14a are both the mounting surface 16F side of the base surface 16 on which the lower flange portion 14a is mounted. The direction in which the diameter is larger is inclined, that is, the angle relative to the vertical axis angle θ. The outer peripheral surface 72F and the inner peripheral surface 24F are in contact with each other while being inclined at an angle θ.
藉此,如圖7B所示,在拉拔力Sv作用於防震裝置10時,下凸緣部14a便會從基底板16之安裝面16F分離距離S1。其結果,便可降低朝層積橡膠12傳遞之拉伸力。 As a result, as shown in FIG. 7B, when the pulling force Sv acts on the shock-proof device 10, the lower flange portion 14 a is separated from the mounting surface 16F of the base plate 16 by a distance S1. As a result, the tensile force transmitted to the laminated rubber 12 can be reduced.
另外,角度θ係建築物20產生擺動時的傾斜角度,在將錐面的小徑側與大徑側的放大部分之尺寸為L1,將錐面高度為L2時,最好是L1/L2=1/500~1/50左右(參照圖7B)。又,雖本實施形態係已說明對第1實施形態的適用例,但並不限定於此,亦可適用於第2實施形態~第5實施形態。 In addition, the angle θ is the inclination angle when the building 20 oscillates. The size of the enlarged portion of the small diameter side and the large diameter side of the tapered surface is L1, and the height of the tapered surface is L2. About 1/500 to 1/50 (see Fig. 7B). In addition, although the present embodiment has been described as an example of application to the first embodiment, it is not limited to this, and may be applied to the second to fifth embodiments.
Claims (6)
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JP2014068913A JP6419449B2 (en) | 2014-03-28 | 2014-03-28 | Seismic isolation device |
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JP6605872B2 (en) * | 2015-08-04 | 2019-11-13 | 三井住友建設株式会社 | Structure support structure |
CN105625597B (en) * | 2016-03-09 | 2019-05-24 | 西安建筑科技大学 | A kind of c-type cylindrical shell Self-resetting shock-absorption vibration-insulation damping device |
JP6627178B2 (en) * | 2016-03-24 | 2020-01-08 | 公益財団法人鉄道総合技術研究所 | Bridge girder support structure |
JP6535954B2 (en) * | 2016-03-24 | 2019-07-03 | 公益財団法人鉄道総合技術研究所 | Bridge girder support structure |
JP7252907B2 (en) * | 2018-01-31 | 2023-04-05 | 株式会社ブリヂストン | Seismic isolation device, seismic isolation monitoring system and seismic isolation monitoring method |
JP6871645B1 (en) * | 2019-12-13 | 2021-05-12 | 明立精機株式会社 | Anti-vibration device for mounting precision equipment |
JP7339149B2 (en) * | 2019-12-19 | 2023-09-05 | 株式会社ブリヂストン | Seismic isolation device and its mounting structure |
JP6949257B1 (en) * | 2021-01-28 | 2021-10-13 | 日鉄エンジニアリング株式会社 | Seismic isolation structure |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201241398Y (en) * | 2008-06-26 | 2009-05-20 | 庄勋任 | Shock insulation supporting pad |
CN201554140U (en) * | 2009-07-03 | 2010-08-18 | 杨建良 | Movable control orbit of shock insulation device |
WO2011043241A1 (en) * | 2009-10-05 | 2011-04-14 | 株式会社久米設計 | Attachment structure for a layered rubber body and structure provided with said attachment structure |
JP2012002296A (en) * | 2010-06-17 | 2012-01-05 | Toyo Tire & Rubber Co Ltd | Base isolation supporting tool |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5735511U (en) * | 1980-08-08 | 1982-02-24 | ||
JPH0183915U (en) * | 1987-11-26 | 1989-06-05 | ||
JP4735426B2 (en) * | 2006-06-05 | 2011-07-27 | 株式会社大林組 | Seismic isolation structure and seismic isolation method |
JP5694175B2 (en) * | 2009-10-06 | 2015-04-01 | オイレス工業株式会社 | LAMINATED RUBBER BODY JOINING MEMBER AND LAMINATED RUBBER BODY AND STRUCTURE USING THE JOINING MEMBER |
CN201567704U (en) * | 2009-12-14 | 2010-09-01 | 周央娣 | Floor |
JP5596378B2 (en) * | 2010-03-15 | 2014-09-24 | 三菱化学エンジニアリング株式会社 | Friction damper |
JP4973776B2 (en) * | 2010-11-26 | 2012-07-11 | 日本精工株式会社 | Linear motion device |
JP2011043242A (en) * | 2010-11-29 | 2011-03-03 | Kubota-Ci Co | Sleeve |
JP4971510B2 (en) * | 2011-02-18 | 2012-07-11 | 株式会社フジタ | Seismic isolation device |
JP5814153B2 (en) * | 2012-02-13 | 2015-11-17 | オイレス工業株式会社 | LAMINATED RUBBER BODY JOINING MEMBER AND LAMINATED RUBBER BODY AND STRUCTURE USING THE JOINING MEMBER |
JP6404573B2 (en) * | 2014-02-06 | 2018-10-10 | 三井住友建設株式会社 | Structure foundation |
-
2014
- 2014-03-28 JP JP2014068913A patent/JP6419449B2/en active Active
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2015
- 2015-03-24 TW TW104109289A patent/TWI679330B/en active
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201241398Y (en) * | 2008-06-26 | 2009-05-20 | 庄勋任 | Shock insulation supporting pad |
CN201554140U (en) * | 2009-07-03 | 2010-08-18 | 杨建良 | Movable control orbit of shock insulation device |
WO2011043241A1 (en) * | 2009-10-05 | 2011-04-14 | 株式会社久米設計 | Attachment structure for a layered rubber body and structure provided with said attachment structure |
JP2012002296A (en) * | 2010-06-17 | 2012-01-05 | Toyo Tire & Rubber Co Ltd | Base isolation supporting tool |
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CN104947823A (en) | 2015-09-30 |
JP2015190583A (en) | 2015-11-02 |
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JP6419449B2 (en) | 2018-11-07 |
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