TWI395860B - The shockproof device and the support used - Google Patents

The shockproof device and the support used Download PDF

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TWI395860B
TWI395860B TW096106891A TW96106891A TWI395860B TW I395860 B TWI395860 B TW I395860B TW 096106891 A TW096106891 A TW 096106891A TW 96106891 A TW96106891 A TW 96106891A TW I395860 B TWI395860 B TW I395860B
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plate portion
disk
mortar
support
cover member
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TW096106891A
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Chinese (zh)
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TW200804662A (en
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Teruo Aramizu
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Oiles Industry Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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

Description

防震裝置及其中所用之支承物Anti-vibration device and support used therein

本發明係關於介設在建築結構物或土木結構物之下部結構物之例如基礎與上部結構物之間而可降低地震、交通振動等引起之基礎之振動傳達至上部結構物,以防止上部結構物之倒塌等之防震裝置及其中所用之支承物。The present invention relates to a vibration caused by earthquakes, traffic vibrations, etc., which is transmitted between a foundation structure and an upper structure, such as a foundation structure and an upper structure, to reduce the vibration transmitted to the upper structure to prevent the upper structure. An anti-vibration device such as a collapse of a substance and a support used therefor.

[專利文獻1]日本特開2000-27935號公報[專利文獻2]日本特開2004-76907號公報[Patent Document 1] JP-A-2000-27935 [Patent Document 2] JP-A-2004-76907

例如,在專利文獻1及2中,提議將向上方具有凹狀之滑動面之下支承物安裝於下部結構物,將向下方具有凹狀之滑動面之上支承物安裝於上部結構物,在下支承物與上支承物間介設居間體使其可對各滑動面滑動自如之防震裝置。在專利文獻1中,提議疊合具有曲面之金屬薄板與厚板,使灰漿材流入金屬薄板與厚板間之間隙而形成由灰漿固化層構成之填充體,以製造上支承物之防震裝置。在專利文獻2中,提議以不產生間隙方式使灰漿材流入灰漿固化層構成之填充體與厚板之間而製造之防震裝置。For example, in Patent Documents 1 and 2, it is proposed that a support having a concave sliding surface upward is attached to the lower structure, and a support having a concave surface downward is attached to the upper structure, and the support is attached to the upper structure. An anti-shock device is provided between the support and the upper support so as to be slidable to the sliding surfaces. In Patent Document 1, it is proposed to laminate a metal thin plate having a curved surface and a thick plate, and to cause a mortar material to flow into a gap between the metal thin plate and the thick plate to form a filler body composed of a mortar solidified layer to manufacture an anti-vibration device for the upper support. Patent Document 2 proposes an anti-vibration device manufactured by flowing a mortar material between a filler body composed of a mortar solidified layer and a thick plate without generating a gap.

而,在此防震裝置中,因係使灰漿材流入具有曲面之金屬薄板(盤狀構件)與厚板(蓋構件)間之間隙而形成由灰漿固化層構成之填充體,以製造上支承物或下支承物,故只要不使用無收縮性之灰漿材及高強度之灰漿材,便難以形成高強度之填充體,難以進一步消除在灰漿材固化過程中灰漿固化層與厚板間產生間隙之虞慮,且難以使金屬薄板不發生起因於灰漿材之收縮之不必要之變形而形成具有希望曲率之滑動面,以致於難以發揮如願之支撐功能、防震功能。再者,使用高昂之無收縮性之灰漿材及高強度之灰漿材之情形,難以謀求防震裝置之低廉化。Further, in the anti-vibration device, the filler is formed by causing the mortar to flow into the gap between the thin metal plate (disk member) and the thick plate (cover member) to form the filler formed of the mortar solidified layer to manufacture the upper support. Or the lower support, so as long as the non-shrinkage mortar material and the high-strength mortar material are not used, it is difficult to form a high-strength filler body, and it is difficult to further eliminate the gap between the mortar solidified layer and the thick plate during the curing process of the mortar material. It is difficult to cause the metal thin plate to form a sliding surface having a desired curvature without causing unnecessary deformation due to shrinkage of the mortar material, so that it is difficult to exert the desired supporting function and anti-shock function. Further, in the case of using a high-non-shrinkage mortar material and a high-strength mortar material, it is difficult to reduce the cost of the anti-vibration device.

本發明係鑑於前述各點所研發而成,其目的在於提供可發揮如願之支撐功能、防震功能,且可謀求低廉化之防震裝置及其中所用之支承物。The present invention has been developed in view of the above points, and an object of the present invention is to provide an anti-vibration device which can exhibit a desired supporting function and a shock-proof function, and which can be reduced in cost, and a support used therefor.

本發明之防震裝置包含:下支承物,其係向上方具有剖面圓弧凹狀之下側承載面者;上支承物,其係向下方具有剖面圓弧凹狀之上側承載面者;及居間體,其係介在下支承物與上支承物之間者;下支承物及上支承物中至少任一方包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於此盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有骨材及灰漿材者。The anti-vibration device of the present invention comprises: a lower support having a cross-sectional arc-shaped lower side bearing surface upward; and an upper support having a cross-sectional arc-shaped upper side bearing surface downward; and the intermediate portion The body is interposed between the lower support and the upper support; at least one of the lower support and the upper support comprises: a disk-shaped member having a concave plate portion having an arcuate cross section and the concave plate portion An integral annular side plate portion; a cover member fixed to the side plate portion of the disk member; and a filler body filled in a space partitioned by the disk member and the cover member, and having Bone and mortar.

依據本發明之防震裝置,尤其因上支承物及下支承物中至少任一方包含填充體,其係被填充於盤狀構件與蓋構件所劃分之空間,並具有骨材及灰漿材,故即使不使用高昂之無收縮性或高強度之灰漿材,也可形成高強度之填充體,可消除產生上述間隙之虞慮,且盤狀構件,特別是凹板部不發生不必要之變形而形成具有希望曲率之凹板部,而可發揮如願之支撐功能、防震功能,而且即使使用例如砂礫、碎石等骨材與廉價之具有收縮率之灰漿材作為填充體,也宛如使用無收縮材料作為填充體一般,可降低填充體全體之收縮率而可謀求裝置本身之低廉化。According to the anti-vibration device of the present invention, in particular, at least one of the upper support and the lower support includes a filler body which is filled in a space partitioned between the disk-shaped member and the cover member, and has an aggregate material and a mortar material, so even The high-strength filler body can be formed without using the high-non-shrinkage or high-strength mortar material, and the above-mentioned gap can be eliminated, and the disk-shaped member, particularly the concave plate portion, can be formed without unnecessary deformation. The concave plate portion having the desired curvature can be used as a supporting function and a shockproof function, and even if a bone material such as grit or crushed stone and an inexpensive mortar having a shrinkage ratio are used as the filler, it is as if a non-shrinkage material is used. In general, the filler can reduce the shrinkage ratio of the entire package, and the device itself can be reduced in cost.

在本發明之防震裝置之理想例中,骨材與灰漿材互相混在一起,又,也可使骨材比灰漿材更偏置在盤狀構材之凹板部側。使骨材比灰漿材更偏置在凹板部側之情形,在灰漿材分布較多之蓋構件側,該蓋構件不會因灰漿材之乾燥收縮之應力而發生變形,另一方面,在骨材分布較多之凹板部側,因灰漿材之分布較少,故可縮小前述乾燥收縮之應力而使該凹板部不會因灰漿材之乾燥收縮之應力而發生變形,以形成上支承物及/或下支承物,且可藉偏置之骨材補強凹板部,可消除凹板部之不必要之變形。在此,上述偏置係在將蓋構件配置於上方,且將盤狀構件配置於下方之狀態下,填充填充體,而藉灰漿材及骨材之互相之比重差使骨材多分布於凹板部側,在此狀態下使灰漿材固化而實現,又,在將蓋構件配置於上方,且將盤狀構件配置於下方之狀態下,首先僅將骨材沿著凹板部之與蓋構件對向之內面配置(例如使盤狀構件振動而沿著凹板部之內面配置骨材),其後,使灰漿材填充於蓋構件與凹板部所劃分之空間,使其固化而實現。In a preferred embodiment of the anti-vibration device of the present invention, the aggregate and the mortar are mixed together, and the aggregate is also offset from the mortar by the concave portion of the disc member. In the case where the aggregate is more offset from the mortar material on the side of the concave plate portion, the cover member is not deformed by the stress of drying and shrinking of the mortar material on the side of the cover member having a large distribution of the mortar material, and on the other hand, The side of the concave plate portion where the aggregate material is distributed is small, so that the distribution of the mortar material is small, so that the stress of the drying shrinkage can be reduced, so that the concave plate portion is not deformed by the stress of the dry shrinkage of the mortar material to form the upper portion. The support and/or the lower support can be used to reinforce the concave portion by the offset of the aggregate, thereby eliminating unnecessary deformation of the concave portion. Here, the above-mentioned biasing is performed by arranging the cover member above and placing the disk-shaped member under the state, and filling the filler, and the difference in specific gravity between the mortar and the aggregate causes the aggregate to be distributed on the concave plate. In the state in which the mortar material is solidified in this state, and the cover member is placed above and the disk-shaped member is placed below, only the aggregate is placed along the concave plate portion and the cover member. The inner surface of the concave surface is disposed (for example, the disk member is vibrated to dispose the aggregate along the inner surface of the concave plate portion), and then the mortar is filled in the space defined by the cover member and the concave plate portion to be solidified. achieve.

在本發明之防震裝置之理想例中,蓋構件包含:平板狀之蓋本體,其係被固定於盤狀構件之側板部者;及連通口,其係形成於此蓋本體,並連通於由盤狀構件與蓋構件所劃分之空間者。依據此種理想例,在將蓋構件配置於上方,且將盤狀構件配置於下方之狀態下,可經由蓋構件之連通口簡單地填充填充體。In a preferred embodiment of the anti-vibration device of the present invention, the cover member includes: a flat cover body fixed to the side plate portion of the disc member; and a communication port formed in the cover body and connected to The space defined by the disk member and the cover member. According to such a preferred example, in a state where the cover member is disposed above and the disk-shaped member is disposed below, the filler can be easily filled through the communication port of the cover member.

本發明之防震裝置用之支承物係與上述防震裝置之上支承物及下支承物中至少任一方同樣地包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於此盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有骨材及灰漿材者。依據本發明之支承物,可發揮與上述同樣之效果。The support for the anti-vibration device according to the present invention includes, in the same manner as at least one of the upper support and the lower support of the anti-vibration device, a disk-shaped member having a concave plate portion having an arcuate cross section and the concave plate a portion of the annular side plate that is integral; a cover member that is fixed to the side plate portion of the disk member; and a filler that is filled in the space defined by the disk member and the cover member, and Those who have aggregates and mortars. According to the support of the present invention, the same effects as described above can be exerted.

(發明之效果)(Effect of the invention)

依據本發明,可提供可發揮如願之支撐功能、防震功能,且可謀求低廉化之防震裝置及其中所用之支承物。According to the present invention, it is possible to provide an anti-vibration device which can exhibit a desired supporting function and a shock-proof function, and which can be reduced in cost, and a support used therefor.

其次,依據圖示之例,更詳細地說明本發明之實施型態之例。又,本發明不受此等例之任何限定。Next, an example of an embodiment of the present invention will be described in more detail based on the illustrated examples. Further, the present invention is not limited by these examples.

[實施例][Examples]

在圖1至圖4中,本例之防震裝置1係包含:下支承物2,其係向上方具有剖面圓弧凹狀之作為下側承載面之下側滑動面4之支承物者;上支承物3,其係向下方具有剖面圓弧凹狀之作為上側承載面之上側滑動面6之支承物者;及滑動體10,其係介在下支承物2與上支承物3之間之居間體者。In FIGS. 1 to 4, the anti-vibration device 1 of the present embodiment includes: a lower support 2 having a concave-arc-shaped concave shape as a support for the lower sliding surface 4 of the lower bearing surface; The support 3 is a support having a cross-sectional arc-shaped concave shape as an upper side bearing surface upper sliding surface 6; and a sliding body 10 interposed between the lower support 2 and the upper support 3 Body.

互相對向之下支承物2及上支承物3係分別互相形成,故以下,詳細說明有關下支承物2,至於上支承物3,則於圖中適宜地附上同符號而省略其詳細說明。又,下支承物2可利用錨螺栓等固定於建物之下部結構物,上支承物3可利用錨螺栓等固定於建物之上部結構物。The support 2 and the upper support 3 are formed to be mutually opposed to each other. Therefore, the lower support 2 will be described in detail below. For the upper support 3, the same reference numerals are attached to the drawings, and the detailed description is omitted. . Further, the lower support 2 can be fixed to the lower structure of the building by anchor bolts or the like, and the upper support 3 can be fixed to the upper structure of the structure by using an anchor bolt or the like.

下支承物2例如如圖1至圖3所示,係包含:盤狀構件13,其係由具有剖面圓弧狀而平面視呈圓盤狀之凹板部11及與凹板部11成一體之環狀,在本例中為圓筒狀之側板部12之板狀體所構成者;蓋構件14,其係被固定於盤狀構件13之側板部12者;及填充體18,其係被填充於盤狀構件13與蓋構件14所劃分之空間15,並具有無收縮性之骨材16及收縮性之灰漿材17者。骨材16與灰漿材17係互相混雜。下支承物2之內部之填充體18係由混雜骨材16與灰漿材17之混雜體所構成。The lower support 2, for example, as shown in FIGS. 1 to 3, includes a disk-shaped member 13 which is formed by a concave plate portion 11 having a circular arc shape and a disk shape in plan view, and is integrated with the concave plate portion 11. The ring shape is a plate-shaped body of the cylindrical side plate portion 12 in this example; the cover member 14 is fixed to the side plate portion 12 of the disk-shaped member 13; and the filler body 18 is It is filled in the space 15 partitioned by the disk-shaped member 13 and the cover member 14, and has the non-shrinkable aggregate 16 and the shrinkable mortar 17. The aggregate 16 and the mortar 17 are intermingled with each other. The filler body 18 inside the lower support 2 is composed of a hybrid of the hybrid aggregate 16 and the mortar 17.

凹板部11係將耐候性鋼板之不銹鋼板,利用壓鑄成形一體成形所製成。凹板部11之與上支承物3對向之圓弧凹曲狀之外面係由下側滑動面4所構成。The concave plate portion 11 is formed by integrally molding a stainless steel plate of a weather resistant steel sheet by die casting. The concave outer surface of the concave plate portion 11 opposed to the upper support 3 is constituted by the lower sliding surface 4.

側板部12之環狀之上端面21係一體形成於凹板部11之周緣22,側板部12之環狀之下端面23係利用焊接等一體地固定於蓋構件14。側板部12係由上端面21向下端面23逐次擴徑而構成。側板部12係由與凹板部11同材料所構成。The annular upper end surface 21 of the side plate portion 12 is integrally formed on the peripheral edge 22 of the concave plate portion 11, and the annular lower end surface 23 of the side plate portion 12 is integrally fixed to the cover member 14 by welding or the like. The side plate portion 12 is formed by sequentially expanding the diameter of the upper end surface 21 toward the lower end surface 23. The side plate portion 12 is made of the same material as the concave plate portion 11.

蓋構件14例如圖2及圖3所示,係包含平板狀且方形狀之蓋本體31,其係被固定於側板部12者;及複數個,在本例中為四個圓形之連通口32,其係形成於蓋本體31,並連通於盤狀構件13與蓋構件14所劃分之空間15之者。For example, as shown in FIGS. 2 and 3, the cover member 14 includes a flat and square-shaped cover body 31 which is fixed to the side plate portion 12; and a plurality of, in this example, four circular communication ports. 32 is formed in the cover body 31 and communicates with the space 15 defined by the disk member 13 and the cover member 14.

在蓋構件31之中央之區域形成有在填充體18之填充之際由空間15透氣用之複數小徑之透氣孔(未圖示)。在蓋構件31之四個角部,分別形成可供插通在建物之下部結構物固定下支承物2用之錨螺栓等之圓形之孔34a、34b、34c及34d。由孔34a、34b、34c及34d之各中心至向下支承物2之垂直方向V延伸之中心線35之水平面內之距離分別互等。連結孔34a之中心與孔34d之中心之直線及連結孔34b與孔34c之中心之直線分別相交於中心線35。孔34a之中心至孔34b之中心之距離、孔34c之中心至孔34d之中心之距離及孔34a之中心至孔34c之中心之距離及孔34b之中心至孔34d之中心之距離在本例中分別互等。A vent hole (not shown) having a plurality of small diameters for venting the space 15 when the filling body 18 is filled is formed in a region in the center of the lid member 31. At the four corners of the cover member 31, circular holes 34a, 34b, 34c, and 34d for inserting anchor bolts or the like for supporting the lower support 2 under the structure are formed. The distances in the horizontal plane from the centers of the holes 34a, 34b, 34c, and 34d to the center line 35 extending in the vertical direction V of the downward support 2 are mutually equal. A straight line connecting the center of the connecting hole 34a and the center of the hole 34d and a straight line connecting the center of the hole 34b and the hole 34c intersect the center line 35, respectively. The distance from the center of the hole 34a to the center of the hole 34b, the distance from the center of the hole 34c to the center of the hole 34d, the distance from the center of the hole 34a to the center of the hole 34c, and the distance from the center of the hole 34b to the center of the hole 34d are in this example. Reciprocal in each other.

四個連通口32係在以向下支承物2之垂直方向V延伸之中心線35為中心之假想圓之圓周方向,以互等間隔分別配置。四個連通口32之中心係位於該假想圓上。四個連通口32係在水平方向H,與中心線35分別相距互等之距離。The four communication ports 32 are arranged at equal intervals in the circumferential direction of the imaginary circle centered on the center line 35 extending in the vertical direction V of the downward support 2. The center of the four communication ports 32 is located on the imaginary circle. The four communication ports 32 are in the horizontal direction H and are equidistant from the center line 35.

填充體18例如如圖5及圖6所示,被填充於由凹板部11之內面41、側板部12之內周面42、及蓋本體31之固定於側板部12之側之面43所劃分之上述空間15。For example, as shown in FIGS. 5 and 6, the filler 18 is filled in the inner surface 41 of the concave plate portion 11, the inner circumferential surface 42 of the side plate portion 12, and the surface 43 of the lid main body 31 fixed to the side of the side plate portion 12. The above space 15 is divided.

由砂礫、碎石組成之骨材16,最好由碎石組成之骨材16係比灰漿材17更偏置在盤狀構件13之凹板部11側。骨材16之容積率較好為空間15之全體容積率之20%至70%,更好為30%至50%程度,骨材16之大小雖受防震裝置1之大小所左右,但在防震裝置1及後述之試驗體中,較好為5 mm至25 mm,更好為20 mm以下。骨材16以由如前述大小20 mm以下之粗骨材所組成者為佳。The aggregate 16 composed of grit and gravel, preferably the aggregate 16 composed of crushed stone, is more offset from the mortar 17 on the side of the concave portion 11 of the disk member 13. The volume ratio of the aggregate 16 is preferably from 20% to 70%, more preferably from 30% to 50%, of the entire volume ratio of the space 15, and the size of the aggregate 16 is affected by the size of the anti-shock device 1, but is shockproof. In the apparatus 1 and the test body described later, it is preferably 5 mm to 25 mm, more preferably 20 mm or less. The aggregate 16 is preferably composed of a coarse aggregate having a size of 20 mm or less as described above.

滑動體10係由具有在下支承物2與上支承物3間可產生適度間隙之高度之圓柱狀之剛體所形成。滑動體10之徑充分小於下側滑動面4及上側滑動面6之徑。滑動體10係包含具有與下支承物2之下側滑動面4之曲率(曲率半徑)同一曲率(曲率半徑)且滑動自如地接觸於下側滑動面4之滑動下面8、及具有與上支承物3之上側滑動面6之曲率(曲率半徑)同一曲率(曲率半徑)且滑動自如地接觸於上側滑動面6之滑動下面9。The slider 10 is formed of a cylindrical rigid body having a height which can generate a moderate gap between the lower support 2 and the upper support 3. The diameter of the slider 10 is sufficiently smaller than the diameter of the lower sliding surface 4 and the upper sliding surface 6. The sliding body 10 includes a sliding lower surface 8 having the same curvature (curvature radius) as the curvature (curvature radius) of the lower sliding surface 4 of the lower support 2, and slidably contacting the lower sliding surface 4, and having an upper support The curvature (radius of curvature) of the upper sliding surface 6 of the object 3 is the same curvature (radius of curvature) and slidably contacts the sliding lower surface 9 of the upper sliding surface 6.

下側滑動面4及上側滑動面6以及滑動下面8及滑動下面9係分別由球面之一部分所形成,各其曲率半徑互相相同。The lower sliding surface 4 and the upper sliding surface 6, and the sliding lower surface 8 and the sliding lower surface 9 are respectively formed by one of the spherical surfaces, and the respective radii of curvature are the same.

在以上之防震裝置1中,在下支承物2,經由滑動體10向水平方向H移動自如地支撐著上支承物3,藉此,在平常時,滑動體10位於下側滑動面4及上側滑動面6之中央區域,承受上部結構物之垂直載重而將上部結構物支撐於下部結構物上。而,即使因風等而使些微之水平力附加至上部結構物或因地震等而使些微之水平力附加至下部結構物,也可藉對下側滑動面4及上側滑動面6之滑動下面8及滑動下面9之面接觸所產生之摩擦阻力,使上部結構物不會對下部結構物向水平方向H相對地搖動。In the above-described anti-vibration device 1, the lower support 2 is movably supported by the upper support 3 via the slider 10 in the horizontal direction H, whereby the slider 10 is slid on the lower sliding surface 4 and the upper side in normal times. The central region of the face 6 receives the vertical load of the upper structure and supports the upper structure on the lower structure. Further, even if a slight horizontal force is applied to the upper structure due to wind or the like, or a slight horizontal force is added to the lower structure due to an earthquake or the like, the lower sliding surface 4 and the upper sliding surface 6 may be slid underneath. 8 and the frictional resistance generated by the contact of the sliding surface of the lower surface 9 causes the upper structure to not relatively oscillate the lower structure in the horizontal direction H.

因地震等而使大的水平力附加至下部結構物時,對下側滑動面4及上側滑動面6,會發生滑動下面8及滑動下面9之滑動,而,如圖4所示,一面搖動滑動體10,一面使上部結構物對下部結構物向水平方向H相對地搖動。在此種振動中,滑動體10會意圖回到圖1所示之位置,而且,下部結構物之水平方向H之移動所產生之上部結構物之振動能量會被下側滑動面4及上側滑動面6之各面與滑動下面8及滑動下面9之各面間之摩擦所吸收而衰減。因此,縱使地震等之大的水平力附加至下部結構物,也可防止上部結構物發生倒榻等事態。When a large horizontal force is applied to the lower structure due to an earthquake or the like, the sliding of the lower sliding surface 4 and the upper sliding surface 6 occurs, and the sliding of the lower surface 8 and the sliding lower surface 9 occurs, and as shown in FIG. The slider 10 is relatively swayed in the horizontal direction H by the upper structure to the lower structure. In such vibration, the sliding body 10 is intended to return to the position shown in Fig. 1, and the vibration energy of the upper structure generated by the movement of the horizontal structure H of the lower structure is slid by the lower sliding surface 4 and the upper side. The friction between the faces of the face 6 and the faces of the sliding lower face 8 and the sliding lower face 9 is absorbed and attenuated. Therefore, even if a large horizontal force such as an earthquake is added to the lower structure, it is possible to prevent the upper structure from falling down.

以下,說明使用於防震裝置1之下支承物2之製造方法時,首先,準備盤狀構件13與利用焊接等固定於盤狀構件13之側板部12之下端面23之平板狀之蓋構件14之圖6所示之組合體51、及混雜有骨材16與收縮性之灰漿材17而成之填充體18。其次,如圖6所示,將組合體51配置成使盤狀構件13位於上方,且使蓋構件14位於下方,經由連通口32將填充體18填充於組合體51內之空間15,保持將組合體51配置成如圖6所示之狀態不變,使前述填充之填充體18之灰漿材17固化,將組合體51之配置狀態維持直到其固化完成為止。也可將填充體18供應至空間15直到充滿連通口32為止。存在於空間15之空氣會因填充體18對空間15之供應而經由透氣孔流出空間15外。如此,即可製成將骨材16與固化後之灰漿材17組成之填充體18配置於空間15之下支承物2。In the following, when the manufacturing method of the support 2 used for the anti-shock device 1 is described, first, the disk-shaped member 13 and the flat-shaped cover member 14 which is fixed to the lower end surface 23 of the side plate portion 12 of the disk-shaped member 13 by welding or the like are prepared. The assembly 51 shown in Fig. 6 and the filler 18 in which the aggregate 16 and the shrinkable mortar 17 are mixed are used. Next, as shown in FIG. 6, the assembly 51 is disposed such that the disk member 13 is positioned above, and the cover member 14 is positioned below, and the filler 18 is filled in the space 15 in the assembly 51 via the communication port 32, and will remain The assembly 51 is disposed in a state as shown in Fig. 6, and the mortar 17 of the filled filler body 18 is solidified, and the arrangement state of the assembly 51 is maintained until the curing thereof is completed. The filler body 18 can also be supplied to the space 15 until it fills the communication port 32. The air present in the space 15 will flow out of the space 15 via the venting holes due to the supply of the filling body 18 to the space 15. Thus, the filler 18 composed of the aggregate 16 and the cured mortar 17 can be placed under the space 15 under the support 2.

在將蓋構件14配置於上方,且將盤狀構件13配置於下方之狀態下,將混雜有骨材16與灰漿材17而成之填充體18填充於空間15時,藉骨材16與灰漿材17之比重差使骨材16多分布於凹板部11側,另一方面,使灰漿材17分布於蓋構件14側,就此狀態使填充體18固化時,即可形成使骨材16比灰漿材17更偏置在凹板部11側之下支承物2。When the lid member 14 is placed above and the disk-shaped member 13 is placed below, when the filler 18 in which the aggregate 16 and the mortar 17 are mixed is filled in the space 15, the aggregate 16 and the mortar are used. The difference in specific gravity of the material 17 causes the aggregate 16 to be distributed on the side of the concave plate portion 11, and on the other hand, the mortar 17 is distributed on the side of the cover member 14, and in this state, when the filler 18 is solidified, the aggregate 16 can be formed to be compared with the mortar. The material 17 is more offset from the support 2 below the concave plate portion 11 side.

以下,說明使用於防震裝置1之下支承物2之另一製造方法時,首先,以分別獨立狀態(即互不混雜之狀態)準備上述同樣之組合體51以及骨材16及灰漿材17。其次,將組合體51配置成使蓋構件14位於上方,且使盤狀構件13位於下方,經由連通口32將骨材16供應至空間15而沿著凹板部11之與蓋構件14對向之內面41配置,其後,將灰漿材17供應至空間15,藉以利用該骨材16及灰漿材17組成之填充體18填充空間15,保持將組合體51配置成如圖6所示之狀態不變,使前述填充之填充體18固化,將組合體51之配置狀態維持直到其固化完成為止。也可將灰漿材17供應至空間15直到充滿連通口32為止。沿著凹板部11之內面41配置骨材16之際,也可使盤狀構件13振動。如此,即可製成將骨材16與固化後之灰漿材17組成之填充體18配置於空間15之下支承物2。Hereinafter, when another manufacturing method for the support 2 under the anti-vibration device 1 is described, first, the above-described combination 51, the aggregate 16 and the mortar 17 are prepared in separate states (that is, in a state in which they are not mixed). Next, the assembly 51 is disposed such that the cover member 14 is positioned above, and the disk-shaped member 13 is positioned below, and the aggregate 16 is supplied to the space 15 via the communication port 32 and faces the cover member 14 along the concave plate portion 11. The inner surface 41 is disposed, and thereafter, the mortar 17 is supplied to the space 15, whereby the filling body 18 composed of the aggregate 16 and the mortar 17 fills the space 15, and the assembly 51 is kept arranged as shown in FIG. The state is unchanged, and the filled filling body 18 is solidified, and the configuration state of the assembly 51 is maintained until the curing thereof is completed. The mortar material 17 can also be supplied to the space 15 until it fills the communication port 32. When the aggregate 16 is placed along the inner surface 41 of the concave portion 11, the disk member 13 can be vibrated. Thus, the filler 18 composed of the aggregate 16 and the cured mortar 17 can be placed under the space 15 under the support 2.

又,上支承物3也可與下支承物2同樣地製成。Further, the upper support 3 can also be produced in the same manner as the lower support 2.

以下,特別說明有關使用圖1至圖3所示之防震裝置1之試驗體之試驗。Hereinafter, the test of the test body using the anti-vibration device 1 shown in Figs. 1 to 3 will be specifically described.

試驗體之下支承物2係由下列條件所構成。方形狀之蓋本體31之各邊長為630 mm。蓋本體31之厚度為6 mm。連通口32之各徑為50 mm。以中心線35為中心,並通過連通口32之各中心之假想圓之徑為500 mm。孔34a、34b、34c及34d之各徑為18 mm。孔34a之中心至該孔34b之中心之X方向之距離、孔34c之中心至孔34b之中心之距離、孔34a之中心至孔34c之中心之距離、及孔34b之中心至孔34d之中心之距離分別為580 mm。盤狀構件13之厚度為2.3 mm。側板部12之下端面23之外周徑為609 mm。在凹板部11,形成五個透氣孔,透氣孔之徑為3 mm。透氣孔之各中心位於以中心線35為中心,並具有250 mm之徑之假想圓上。透氣孔係在前述假想圓之圓周方向,以互等間隔分別配置。下支承物2之高度為40 mm。The support 2 under the test body was composed of the following conditions. The square-shaped cover body 31 has a side length of 630 mm. The cover body 31 has a thickness of 6 mm. The diameter of the communication port 32 is 50 mm. The diameter of the imaginary circle centering on the center line 35 and passing through the centers of the communication ports 32 is 500 mm. The diameters of the holes 34a, 34b, 34c and 34d are 18 mm. The distance from the center of the hole 34a to the X direction of the center of the hole 34b, the distance from the center of the hole 34c to the center of the hole 34b, the distance from the center of the hole 34a to the center of the hole 34c, and the center of the hole 34b to the center of the hole 34d The distance is 580 mm. The thickness of the disk member 13 is 2.3 mm. The outer peripheral end surface 23 of the side plate portion 12 has a peripheral diameter of 609 mm. In the concave plate portion 11, five vent holes are formed, and the diameter of the vent hole is 3 mm. The centers of the venting holes are located on an imaginary circle centered on the center line 35 and having a diameter of 250 mm. The vent holes are arranged at equal intervals in the circumferential direction of the aforementioned imaginary circle. The height of the lower support 2 is 40 mm.

試驗體之上支承物3係以與試驗體之下支承物2同樣條件所構成。The support 3 on the test body was constructed under the same conditions as the support 2 under the test body.

對此試驗體,設定:垂直載重條件為132.7 kN,最大剪切速度為1 cm/sec之振動數之正弦波加振引起之水平方向H之振幅為±30 mm而進行試驗。For this test body, the test was carried out with a vertical load condition of 132.7 kN and a maximum shear velocity of 1 cm/sec. The amplitude of the horizontal direction H caused by the sine wave vibration is ±30 mm.

又,與上述試驗體作比較用之另一試驗體係具備不具有骨材16之收縮性之灰漿材17組成之填充體(未圖示),以取代填充體18之防震裝置。作為此防震裝置之另一試驗體係與上述條件之試驗體同樣地形成。對另一試驗體,也施行與上述試驗體同樣之試驗。Further, another test system for comparison with the above test body is provided with a filler (not shown) composed of a mortar material 17 having no shrinkage property of the aggregate material 16 in place of the vibration-proof device of the filler body 18. Another test system as the anti-vibration device was formed in the same manner as the test body of the above conditions. The same test as the above test body was also applied to the other test body.

在圖7及圖8中,X軸為水平位移(mm),Y軸為水平載重(kN)。圖7之歷程曲線61係試驗體之試驗值形成之曲線,圖8之歷程曲線62係另一試驗體之試驗值形成之曲線。歷程曲線61之中間細化部少於歷程曲線62之中間細化部,且更接近於四邊形,又,歷程曲線61圍成之面積(相當於衰減量)大於歷程曲線62圍成之面積。如此在防震裝置1之試驗體中,由於骨材16與灰漿材17組成之填充體18被填充於空間15,下支承物2之下側滑動面4及上支承物3之上側滑動面6之彎曲具有比試驗體之下支承物之下側滑動面及上支承物之上側滑動面之彎曲減輕之傾向。In FIGS. 7 and 8, the X axis is the horizontal displacement (mm), and the Y axis is the horizontal load (kN). The history curve 61 of Fig. 7 is a curve formed by the test value of the test body, and the history curve 62 of Fig. 8 is a curve formed by the test value of the other test body. The intermediate refinement portion of the history curve 61 is smaller than the intermediate refinement portion of the history curve 62, and is closer to the quadrilateral, and the area enclosed by the history curve 61 (corresponding to the attenuation amount) is larger than the area surrounded by the history curve 62. In the test body of the anti-vibration device 1, the filler body 18 composed of the aggregate 16 and the mortar 17 is filled in the space 15, and the lower sliding surface 4 of the lower support 2 and the upper sliding surface 6 of the upper support 3 are The bending has a tendency to be less than the bending of the lower sliding surface of the support under the test body and the upper sliding surface of the upper support.

依據本例之防震裝置1,由於包含:下支承物2,其係向上方具有剖面圓弧凹狀之作為下側承載面之下側滑動面4者;上支承物3,其係向下方具有剖面圓弧凹狀之作為上側承載面之上側滑動面6者;及作為居間體之滑動體10,其係介在下支承物2與上支承物3之間者;上支承物3及下支承物2中至少其中一方係包含:盤狀構件13,其係具有剖面圓弧狀之凹板部11及與凹板部11成一體之環狀之側板部12者;蓋構件14,其係被固定於盤狀構件13之側板部12者;及填充體18,其係被填充於盤狀構件13與蓋構件14所劃分之空間15,並具有骨材16及灰漿材17者,故即使不使用高昂之無收縮性或高強度之灰漿材,也可形成高強度之填充體18,可消除在灰漿材17固化過程中,於填充體18與盤狀構件13及蓋構件14之間產生間隙之虞慮,且盤狀構件13,特別是凹板部11不會發生不必要之變形而形成具有希望曲率之凹板部11,而可發揮如願之支撐功能、防震功能,而且即使使用砂礫、碎石等骨材16與廉價之具有收縮率之灰漿材17作為填充體18,也宛如使用無收縮材料作為填充體一般,可降低填充體18全體之收縮率而可謀求防震裝置1本身之低廉化。The anti-vibration device 1 according to the present embodiment includes a lower support 2 which has a concave arc-shaped shape as a lower side and a lower sliding surface 4 as a lower bearing surface; the upper support 3 has a downward direction a circular arc having a concave cross section as the upper sliding surface 6 of the upper bearing surface; and a sliding body 10 as an intermediate body between the lower support 2 and the upper support 3; the upper support 3 and the lower support At least one of the two includes a disk-shaped member 13 having a concave plate portion 11 having an arcuate cross section and an annular side plate portion 12 integrally formed with the concave plate portion 11; the cover member 14 is fixed The side plate portion 12 of the disk member 13 and the filler body 18 are filled in the space 15 defined by the disk member 13 and the cover member 14, and have the aggregate 16 and the mortar material 17, so that even if not used The high shrinkage-free or high-strength mortar material can also form a high-strength filler body 18, which eliminates the occurrence of a gap between the filler body 18 and the disk-shaped member 13 and the cover member 14 during the curing of the mortar material 17. With care, and the disc member 13, particularly the concave portion 11, does not undergo unnecessary deformation. The concave plate portion 11 having the desired curvature can be used as a supporting function and a shockproof function, and even if the aggregate 16 such as grit or crushed stone and the inexpensive pulverizing material 17 having a shrinkage ratio are used as the filling body 18, it is used as it is. As a filler, the non-shrinkage material generally reduces the shrinkage ratio of the entire body 18, and the vibration-proof device 1 itself can be reduced in cost.

依據防震裝置1,骨材16與灰漿材17也可互相混雜,又,也可使骨材16比灰漿材17更偏置在盤狀構件13之凹板部11側。使骨材16比灰漿材17更偏置在凹板部11側之情形,在灰漿材17分布較多之蓋構件14側,該蓋構件14不會因灰漿材17之乾燥收縮之應力而發生變形,另一方面,在骨材16分布較多之凹板部11側,因灰漿材17之分布較少,故可縮小前述乾燥收縮之應力而使該凹板部11不會因灰漿材17之乾燥收縮之應力而發生變形,以形成上支承物3及/或下支承物2,且可藉偏置之骨材16補強凹板部11,可消除凹板部11之不必要之變形。According to the anti-vibration device 1, the aggregate 16 and the mortar 17 can be mixed with each other, and the aggregate 16 can be biased more than the mortar 17 on the concave portion 11 side of the disc member 13. When the aggregate 16 is more offset from the mortar 17 on the concave portion 11 side, the cover member 14 does not occur due to the stress of the dry shrinkage of the mortar 17 on the side of the cover member 14 where the mortar 17 is distributed a lot. On the other hand, on the side of the concave plate portion 11 in which the aggregate 16 is widely distributed, since the distribution of the mortar 17 is small, the stress of the drying shrinkage can be reduced, so that the concave portion 11 is not caused by the mortar 17 The stress of the dry shrinkage is deformed to form the upper support 3 and/or the lower support 2, and the concave portion 11 can be reinforced by the offset aggregate 16 to eliminate unnecessary deformation of the concave portion 11.

依據防震裝置1,由於蓋構件14係包含平板狀之蓋本體31,其係被固定於盤狀構件13之側板部12者;及連通口32,其係形成於蓋本體31,並達通於盤狀構件13與蓋構件14所劃分之空間15者,故在將蓋構件14配置於上方,且將盤狀構件13配置於下方之狀態下,可經由蓋構件14之連通口32簡單地填充填充體18。According to the anti-vibration device 1, the cover member 14 includes a flat cover body 31 which is fixed to the side plate portion 12 of the disk member 13; and a communication port 32 which is formed in the cover body 31 and which is connected to Since the disk member 13 and the space 15 defined by the cover member 14 are disposed, the cover member 14 is placed above and the disk member 13 is placed below, and can be simply filled through the communication port 32 of the cover member 14. Filler body 18.

1...防震裝置1. . . Anti-shock device

2...下支承物2. . . Lower support

3...上支承物3. . . Upper support

4...下側滑動面4. . . Lower sliding surface

6...上側滑動面6. . . Upper sliding surface

10...滑動體10. . . Sliding body

圖1係本發明之實施型態之例之正面說明圖。Fig. 1 is a front explanatory view showing an example of an embodiment of the present invention.

圖2係圖1所示之例之主要說明下支承物之正面說明圖。Fig. 2 is a front elevational view showing the support of the example shown in Fig. 1.

圖3係圖1所示之例之III-III線箭號所視之說明圖。Fig. 3 is an explanatory view of the arrow III-III of the example shown in Fig. 1.

圖4係圖1所示之例之動作說明圖。Fig. 4 is an explanatory view showing the operation of the example shown in Fig. 1.

圖5係有關圖1所示之例之製造之說明圖。Fig. 5 is an explanatory view showing the manufacture of the example shown in Fig. 1.

圖6係有關圖1所示之例之製造之說明圖。Fig. 6 is an explanatory view showing the manufacture of the example shown in Fig. 1.

圖7係有關圖1所示之例之試驗體之試驗結果之說明圖。Fig. 7 is an explanatory view showing the test results of the test body of the example shown in Fig. 1.

圖8係有關異於圖1所示之例之試驗體之其他試驗體之試驗結果之說明圖。Fig. 8 is an explanatory view showing test results of other test bodies different from the test body of the example shown in Fig. 1.

1...防震裝置1. . . Anti-shock device

2...下支承物2. . . Lower support

3...上支承物3. . . Upper support

4...下側滑動面4. . . Lower sliding surface

6...上側滑動面6. . . Upper sliding surface

8,9...滑動下面8,9. . . Slide below

10...滑動體10. . . Sliding body

11...凹板部11. . . Concave plate

12...側板部12. . . Side plate

13...盤狀構件13. . . Disk member

14...蓋構件14. . . Cover member

15...空間15. . . space

16...骨材16. . . Aggregate

17...灰漿材17. . . Mortar

21...上端面twenty one. . . Upper end

23...下端面twenty three. . . Lower end

32...連通口32. . . Connecting port

35...中心線35. . . Center line

H...水平方向H. . . horizontal direction

V...垂直方向V. . . Vertical direction

Claims (5)

一種防震裝置,其包含:下支承物,其係向上方具有剖面圓弧凹狀之下側承載面者;上支承物,其係向下方具有剖面圓弧凹狀之上側承載面者;及居間體,其係介在下支承物與上支承物之間者;下支承物及上支承物中至少任一方包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於此盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有互相混在一起之骨材及具有收縮性之灰漿材者。 An anti-vibration device comprising: a lower support having a cross-sectional arc-shaped lower side bearing surface upward; an upper support having a cross-sectional arc-shaped upper side bearing surface downward; and an intermediate The body is interposed between the lower support and the upper support; at least one of the lower support and the upper support comprises: a disk-shaped member having a concave plate portion having an arcuate cross section and the concave plate portion An integral annular side plate portion; a cover member fixed to the side plate portion of the disk member; and a filler body filled in a space partitioned by the disk member and the cover member, and having The aggregates and the shrinkage of the mortar are mixed together. 一種防震裝置,其包含:下支承物,其係向上方具有剖面圓弧凹狀之下側承載面者;上支承物,其係向下方具有剖面圓弧凹狀之上側承載面者;及居間體,其係介在下支承物與上支承物之間者;下支承物及上支承物中至少任一方包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於此盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有骨材及灰漿材者;其中骨材比灰漿材更偏置於盤狀構件之凹板部側。 An anti-vibration device comprising: a lower support having a cross-sectional arc-shaped lower side bearing surface upward; an upper support having a cross-sectional arc-shaped upper side bearing surface downward; and an intermediate The body is interposed between the lower support and the upper support; at least one of the lower support and the upper support comprises: a disk-shaped member having a concave plate portion having an arcuate cross section and the concave plate portion An integral annular side plate portion; a cover member fixed to the side plate portion of the disk member; and a filler body filled in a space partitioned by the disk member and the cover member, and having An aggregate and a mortar; wherein the aggregate is more offset from the mortar than the concave side of the disc member. 如請求項1或2之防震裝置,其中蓋構件包含:平板狀之蓋本體,其係被固定於盤狀構件之側板部者;及連通口,其係形成於該蓋本體,並連通於由盤狀構件與蓋構件所劃分之空間者。 The anti-vibration device of claim 1 or 2, wherein the cover member comprises: a flat cover body fixed to the side plate portion of the disc member; and a communication port formed on the cover body and connected to The space defined by the disk member and the cover member. 一種防震裝置用之支承物,其包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於該盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有互相混在一起之骨材及具有收縮性之灰漿材者。 A support for an anti-vibration device, comprising: a disk-shaped member having a concave plate portion having a circular arc shape; and an annular side plate portion integral with the concave plate portion; the cover member being fixed to the cover member The side plate portion of the disk member; and the filler body are filled in a space partitioned by the disk member and the cover member, and have aggregates and a shrinkage mortar. 一種防震裝置用之支承物,其包含:盤狀構件,其係具有剖面圓弧狀之凹板部及與此凹板部成一體之環狀之側板部者;蓋構件,其係被固定於此盤狀構件之側板部者;及填充體,其係被填充於由盤狀構件與蓋構件所劃分之空間,並具有骨材及灰漿材者;其中骨材比灰漿材更偏置於盤狀構件之凹板部側。A support for an anti-vibration device, comprising: a disk-shaped member having a concave plate portion having a circular arc shape; and an annular side plate portion integral with the concave plate portion; the cover member being fixed to the cover member a side plate portion of the disk member; and a filler body filled in a space partitioned by the disk member and the cover member, and having an aggregate and a mortar; wherein the aggregate is more offset from the mortar than the mortar The concave portion side of the member.
TW096106891A 2006-02-28 2007-02-27 The shockproof device and the support used TWI395860B (en)

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JPH01165821A (en) * 1987-12-22 1989-06-29 Mitsui Constr Co Ltd Construction work of concrete foundation
JP2000027935A (en) * 1998-07-13 2000-01-25 Asahi Chem Ind Co Ltd Arrangement of pendulum type base isolation elements
JP2005325559A (en) * 2004-05-13 2005-11-24 Okabe Co Ltd Grout injection method in fixing work of steel frame exposed type column base part and washer of baseplate fastening nut

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JP2002285153A (en) * 2001-03-26 2002-10-03 Sumitomo Osaka Cement Co Ltd Grout material composition and grout material using the same

Patent Citations (3)

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Publication number Priority date Publication date Assignee Title
JPH01165821A (en) * 1987-12-22 1989-06-29 Mitsui Constr Co Ltd Construction work of concrete foundation
JP2000027935A (en) * 1998-07-13 2000-01-25 Asahi Chem Ind Co Ltd Arrangement of pendulum type base isolation elements
JP2005325559A (en) * 2004-05-13 2005-11-24 Okabe Co Ltd Grout injection method in fixing work of steel frame exposed type column base part and washer of baseplate fastening nut

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