TWI565865B - Mounting structure for laminated rubber body and structure with the mounting structure - Google Patents
Mounting structure for laminated rubber body and structure with the mounting structure Download PDFInfo
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- TWI565865B TWI565865B TW105101713A TW105101713A TWI565865B TW I565865 B TWI565865 B TW I565865B TW 105101713 A TW105101713 A TW 105101713A TW 105101713 A TW105101713 A TW 105101713A TW I565865 B TWI565865 B TW I565865B
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- laminated rubber
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- shear key
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F1/00—Springs
- F16F1/36—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
- F16F1/40—Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers consisting of a stack of similar elements separated by non-elastic intermediate layers
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F2230/00—Purpose; Design features
- F16F2230/0005—Attachment, e.g. to facilitate mounting onto confer adjustability
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- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Springs (AREA)
Description
本發明是關於用來支撐建築構造體及土木構造體的支承的安裝構造。 The present invention relates to a mounting structure for supporting a building structure and a support for a civil structure.
建築構造體及土木構造體的支承安裝構造,尤其是使用於建築構造體的免震構造的疊層橡膠支承體、使用於土木構造體的免震構造及水平力分散構造的疊層橡膠支承體,在其構造上,在壓縮方向具有很大的耐力,能支撐上部構造體的荷重,可是拉伸方向的耐力是較差於壓縮方向的耐力。 Supporting and mounting structure of the building structure and the civil structure, in particular, a laminated rubber support used for the seismic isolation structure of the building structure, a vibration-proof structure for the civil structure, and a laminated rubber support for the horizontal force dispersion structure In terms of its construction, it has a large endurance in the compression direction and can support the load of the upper structure, but the endurance in the tensile direction is the endurance which is inferior to the compression direction.
近年來,使用疊層橡膠體的免震構造體,對於高寬比較大的高層建築物的適用範圍很廣泛。因此,這種建築物,當地震時容易因為震盪等情形導致浮起,所以會產生鉛直方向的拉伸力朝該疊層橡膠支承體作用這樣的問題。因此,需要一種讓這種拉伸力不會作用於疊層橡膠體的免震裝置及其安裝構造。 In recent years, the seismic-isolating structure using a laminated rubber body has a wide range of applications for high-rise buildings having a relatively large height and a wide range. Therefore, such a building is likely to float due to a shock or the like during an earthquake, and thus a problem that the tensile force in the vertical direction acts on the laminated rubber support body occurs. Therefore, there is a need for a vibration-proof device that does not exert such a tensile force on a laminated rubber body and a mounting structure thereof.
因此,為了使朝疊層橡膠體的鉛直方向的拉伸力降低,在專利文獻1,揭示有隔介著盤簧以安裝螺栓連結的 構造。藉由該構造,當大地震時,沒有產生因為上下動作讓疊層橡膠支承體剝離的荷重,會被盤簧等減輕,結果,可使用:對於水平動作堅固地緊固,對於上下動作經由緩衝座而和緩地緊固這樣合理的免震隔離器。 Therefore, in order to reduce the tensile force in the vertical direction of the laminated rubber body, Patent Document 1 discloses that the coil spring is connected by a mounting bolt. structure. According to this configuration, when a large earthquake occurs, the load for peeling off the laminated rubber support due to the vertical movement is not reduced, and the coil spring or the like is lightened. As a result, it can be used to firmly tighten the horizontal movement and buffer the vertical movement. Secure and secure such a reasonable seismic isolation isolator.
另一方面,已知的技術,藉由凹部與凸部的嵌合部,來構成免震裝置與上部及下部構造體的連結部分,雖然地震時伴隨水平振動的水平力會進行傳達,而在因為震盪等導致上揚力作用的情況、或藉由在水平方向的大變形時產生的疊層體的旋轉力矩,而拉伸力作用於疊層橡膠體時,上述嵌合部分會分離,使鉛直方向的拉伸力不會作用於免震裝置。 On the other hand, in the known technique, the joint portion between the concave portion and the convex portion is formed by the fitting portion between the concave portion and the convex portion, and the horizontal force accompanying the horizontal vibration during the earthquake is transmitted, but When the tensile force acts on the laminated rubber body due to the upward force or the rotational moment of the laminate generated during the large deformation in the horizontal direction, the fitting portion is separated and the vertical portion is separated. The tensile force in the direction does not act on the vibration-proof device.
例如,如果疊層橡膠體與上部及下部構造體的安裝,是以定縫銷釘構造連結的話,則在因為震盪等導致上揚力作用的情況,藉由定縫銷釘構造則能避免產生上下方向的分離而鉛直方向的拉伸朝疊層橡膠體作用。除此之外,大幅度的水平變形作用於疊層橡膠,疊層橡膠體的上面與下面在水平方向產生相對的偏移,旋轉力矩作用於疊層橡膠體,即使鉛直方向的拉伸力產生於該疊層橡膠體的安裝構造部分,藉由因為上述定縫銷釘構造導致接合部的鉛直方向的分離,而能避免這種拉伸力。因此,可以防止疊層橡膠體的損傷或破損,並且不會有過大的力量作用在上部構造體與疊層橡膠體的安裝部分,所以有也能防止上部構造體損傷的效果。 For example, if the laminated rubber body and the upper and lower structures are attached by a fixed pin structure, the upper and lower directions can be avoided by the fixed pin structure due to the upward force caused by the oscillation or the like. The separation and the vertical stretching are performed toward the laminated rubber body. In addition, a large horizontal deformation acts on the laminated rubber, and the upper surface of the laminated rubber body and the lower surface are relatively offset in the horizontal direction, and the rotational moment acts on the laminated rubber body even if the tensile force in the vertical direction is generated. In the mounting structure portion of the laminated rubber body, such a tensile force can be avoided by the vertical separation of the joint portion due to the above-described fixed pin structure. Therefore, damage or breakage of the laminated rubber body can be prevented, and an excessive force is not applied to the attachment portion of the upper structure and the laminated rubber body, so that the effect of damage to the upper structure can be prevented.
可是,在這種嵌合式的接合方法,在大幅度水平變形 時,雖然嵌合部分朝鉛直方向分離,鉛直方向的拉伸力不會作用於疊層橡膠體及安裝構造部分,可是分離的程度太大的話,嵌合部分會脫離,可能會無法傳達地震時的水平力。 However, in this type of fitting method, it is deformed at a large level. When the fitting portion is separated in the vertical direction, the tensile force in the vertical direction does not act on the laminated rubber body and the mounting structure portion, but if the degree of separation is too large, the fitting portion may be detached, and the earthquake may not be transmitted. The horizontal force.
因此,考慮到嵌合部分的分離的程度與水平力傳達的兩方面,要防止嵌合部分脫落,且要充分傳達水平力,所以例如在上述定縫銷釘構造,需要加長定縫銷釘,且在使用剪力鍵(shear key)的情況,需要加大該剪力鍵的厚度。 Therefore, in consideration of the degree of separation of the fitting portion and the horizontal force transmission, it is necessary to prevent the fitting portion from falling off, and to sufficiently convey the horizontal force, so that, for example, in the above-described fixing pin configuration, it is necessary to lengthen the dowel pin, and In the case of using a shear key, it is necessary to increase the thickness of the shear key.
如果考慮到嵌合部分的分離與水平力的傳達兩方面的話,配置有嵌合部分的疊層橡膠體、以及與上部或下部構造體的連結部分的各個厚度,是必然會變大,所以提供的免震裝置的高度會變高,施工有免震裝置的構造體,例如在建築物的地基部分配置有免震裝置的情況,需要加深地下凹坑部分,而會成為地基工程的負擔。 In consideration of both the separation of the fitting portion and the transmission of the horizontal force, the respective thicknesses of the laminated rubber body in which the fitting portion is disposed and the connecting portion with the upper or lower structure are inevitably large, so that it is provided. The height of the vibration-proof device is increased, and the structure having the vibration-proof device is constructed. For example, when the vibration-proof device is disposed on the foundation portion of the building, it is necessary to deepen the underground pit portion, which may become a burden on the foundation project.
並且疊層橡膠體的高度變大的話,在疊層橡膠體製造時所使用的成型用模具會變大,成型用衝壓裝置也必須使用具有很大寬度區域的裝置,在接近製造極限的大型疊層橡膠體的設計,往往很難提供:具有嵌合部分而具備有不使鉛直方向的拉伸力作用於疊層橡膠體的構造的裝置。 Further, when the height of the laminated rubber body is increased, the molding die used in the production of the laminated rubber body becomes large, and the press device for molding must also use a device having a large width region, and a large stack close to the manufacturing limit. The design of the layer rubber body is often difficult to provide: a device having a fitting portion and having a structure in which a tensile force in a vertical direction is not applied to the laminated rubber body.
如上述,如定縫銷釘構造或剪力鍵構造,採用在疊層橡膠體側形成凹部這樣的嵌合構造的情況,或者採用形成凸部,在對象側形成凹部的嵌合構造的情況都是,如果考慮水平力的傳達的話,則必須將疊層橡膠體的上下面作成厚皮,或將對象側的鋼板類作成厚板,所以關於免震裝置 的高度,雖然有朝鉛直方向的拉伸力作用,可是與將作成凸緣一體成型的疊層橡膠體以安裝螺栓鎖緊於構造體的方式比較起來,不得不還是會變得較高。 As described above, in the case of the fixed pin structure or the shear key structure, a fitting structure in which a concave portion is formed on the side of the laminated rubber body, or a fitting structure in which a convex portion is formed and a concave portion is formed on the object side is used. In consideration of the conveyance of the horizontal force, it is necessary to make the upper and lower surfaces of the laminated rubber body thick, or to form the steel plate on the object side as a thick plate. Although the height of the height is a tensile force in the vertical direction, the laminated rubber body integrally formed with the flange is relatively high in comparison with the structure in which the mounting bolt is locked to the structure.
[專利文獻1] [Patent Document 1]
日本特開平10-110551號公報 Japanese Patent Laid-Open No. 10-110551
[專利文獻2] [Patent Document 2]
日本特開平4-221142號公報 Japanese Patent Laid-Open No. 4-221142
[專利文獻3] [Patent Document 3]
日本特開平10-317715號公報 Japanese Patent Publication No. 10-317715
[專利文獻4] [Patent Document 4]
日本特開平9-256319號公報 Japanese Patent Publication No. 9-256319
作為採用上述定縫銷釘構造的具體例子,專利文獻2揭示的免震支撐裝置的安裝構造,具備有用來分別安裝於上下部構造的上下安裝板,在該上下安裝板一體地具備有複數個定縫銷釘,在疊層橡膠體的上端與下端的厚壁鋼板,設置有與上述定縫銷釘卡合的卡合孔。藉由該構造,當地震等的外來因素作用時,免震裝置,會有能傳達水平力,且在鉛直方向不會產生拉伸力這樣的作用效果,在疊層橡膠體的上下端,為了用來與定縫銷釘嵌合的卡合孔 用,必須使用厚壁鋼板,而很難將免震裝置的高度尺寸抑制得較低。 As a specific example of the above-described fixed pin structure, the mounting structure of the vibration-isolating support device disclosed in Patent Document 2 includes upper and lower mounting plates for attaching to the upper and lower structures, and the upper and lower mounting plates are integrally provided with a plurality of fixed plates. The stud pin is provided with an engaging hole that engages with the above-mentioned fixed pin in the thick steel plate at the upper end and the lower end of the laminated rubber body. With this configuration, when an external factor such as an earthquake acts, the vibration-isolating device has an effect of transmitting horizontal force and no tensile force in the vertical direction, at the upper and lower ends of the laminated rubber body, Engagement hole for fitting with a dowel pin For use, thick-walled steel sheets must be used, and it is difficult to suppress the height dimension of the vibration-proof device to a low level.
作為採用上述剪力鍵的具體例子,在專利文獻3揭示的免震裝置,藉由作成使用剪力鍵的安裝構造,即使在鉛直方向有很大拉伸力作用的情況也不會失去免震功能,所提供的免震機構可以適用於超高層建築物或高寬比非常大的構造體。藉由該技術,傳達水平方向的相對移位所引起的水平力,且能允許鉛直方向的相對移位,所以能獲得不會使過大的鉛直方向的拉伸力作用於免震裝置這樣較佳的效果。可是,在該免震裝置,也是為了在疊層橡膠體的上下端設置用來與剪力鍵卡合的卡合孔,而必須使用厚壁鋼板,還是很難將免震裝置的高度尺寸抑制得較低。 As a specific example of the above-described shearing key, the vibration-absorbing apparatus disclosed in Patent Document 3 does not lose vibration-proof even when a large tensile force acts in the vertical direction by forming a mounting structure using a shear key. Function, the vibration-free mechanism provided can be applied to super high-rise buildings or structures with very high aspect ratio. According to this technique, the horizontal force caused by the relative displacement in the horizontal direction is transmitted, and the relative displacement in the vertical direction can be allowed, so that it is possible to obtain an excessively large tensile force in the vertical direction. Effect. However, in the shock-absorbing device, it is also necessary to provide an engaging hole for engaging with the shear key at the upper and lower ends of the laminated rubber body, and it is necessary to use a thick-walled steel plate, and it is difficult to suppress the height dimension of the vibration-proof device. It is lower.
並且,在專利文獻4所揭示的構造,作為在將橡膠支承的高度抑制得較低的情況適合的安裝構造,在橡膠支承體的上側剛性板與下側剛性板,分別一體地形成有凸部,用來與在上側固定板、下側固定板形成的凹部嵌合。藉由該構造,除了能降低裝置的高度之外,且即使地震時因為建築物的震盪等產生浮起現象,即使藉由在水平方向的大幅度變形時產生的橡膠支承體的旋轉力矩而拉伸力作用於橡膠支承體,而藉由嵌合部的分離,能防止橡膠支承體的損傷或破損,並且在上部構造體與疊層橡膠體的安裝部分也不會有過大的力量作用,也有效能防止上部構造體的損傷。 Further, in the structure disclosed in Patent Document 4, the mounting structure suitable for the case where the height of the rubber support is kept low is that the upper rigid plate and the lower rigid plate of the rubber support are integrally formed with the convex portion. It is used to fit into a recess formed in the upper fixing plate and the lower fixing plate. With this configuration, in addition to lowering the height of the device, and even if a floating phenomenon occurs due to vibration of the building during an earthquake, even if the rotational moment of the rubber support body is generated by a large deformation in the horizontal direction The stretching force acts on the rubber support, and the separation of the fitting portion prevents damage or breakage of the rubber support, and does not exert excessive force on the mounting portion of the upper structure and the laminated rubber body. The effectiveness prevents damage to the superstructure.
可是,專利文獻4的構造,藉由將嵌合部直接設置在 上部構造體與下部構造體側,將裝置的高度抑制得較低,藉由嵌合部的分離而能較佳地減低朝橡膠支承的鉛直方向的拉伸力,而在橡膠支承的橡膠部分產生老化等的不好情形,或有檢查的需要,從施工場所將橡膠支承取出時,不只是需要以上側的嵌合部分的嵌合深度藉由起重器等將上部構造體朝上方抬起,也需要以下側的嵌合部分將橡膠支承體朝上方抬起,問題是橡膠支承的取出作業或之後的安裝作業變得非常繁雜。 However, the configuration of Patent Document 4 is provided by directly arranging the fitting portion at The upper structure and the lower structure side suppress the height of the device to be low, and the separation force of the fitting portion can preferably reduce the tensile force in the vertical direction of the rubber support, and the rubber portion of the rubber support is generated. In the case of a bad condition such as aging, or the need for inspection, when the rubber support is taken out from the construction site, the upper structure is lifted up by the jack or the like not only by the fitting depth of the fitting portion on the upper side. It is also necessary to lift the rubber support body upward by the fitting portion on the lower side, and the problem is that the removal operation of the rubber support or the subsequent installation work becomes very complicated.
在要進行專利文獻2及專利文獻3所揭示的構造的疊層橡膠的更換時,需要將嵌合部分高度的上部構造體抬起,所以疊層橡膠體側的嵌合部、與以嵌合構件連結的對象側構件,一般是一起進行抽出裝置的作業。例如,在專利文獻2,為與上下安裝板一起將裝置取出的作業,在專利文獻3,為與上部板、下部板一體地將裝置取出的作業。 When the laminated rubber of the structure disclosed in Patent Document 2 and Patent Document 3 is to be replaced, the upper structure having the height of the fitting portion needs to be lifted. Therefore, the fitting portion on the side of the rubber body is laminated and fitted. The object side members to which the members are connected generally work together with the extracting device. For example, in Patent Document 2, in order to take out the apparatus together with the upper and lower mounting plates, Patent Document 3 is an operation of taking out the apparatus integrally with the upper plate and the lower plate.
因此,在採用具有嵌合部的安裝構造的情況,為了能以較少的起重器抬起量來進行疊層橡膠體的更換,需要以嵌合構件與疊層橡膠體連結的安裝板等,除了需要用來防止嵌合部分拔出的程度的厚度之外,也很難降低裝置全體的高度。 Therefore, in the case of using the mounting structure having the fitting portion, in order to replace the laminated rubber body with a small amount of lifting of the jack, it is necessary to mount the fitting member and the laminated rubber body. In addition to the thickness required to prevent the fitting portion from being pulled out, it is also difficult to lower the height of the entire apparatus.
因此,本發明,鑑於上述各問題,其目的要提供一種疊層橡膠體的安裝構造等,使朝鉛直方向的拉伸力不作用於疊層橡膠體,且可將疊層橡膠體的裝置高度抑制得較低,並且在疊層橡膠體產生時間累積的劣化情形需要更換 作業時,也能以較少的起重器抬起量進行更換作業。 Therefore, the present invention has been made in view of the above problems, and an object thereof is to provide a mounting structure of a laminated rubber body, etc., such that the tensile force in the vertical direction does not act on the laminated rubber body, and the height of the laminated rubber body can be increased. The suppression is low, and the deterioration of the laminated rubber body generation time needs to be replaced. When working, it can also be replaced with a small amount of lift.
為了達成上述目的,本發明,疊層橡膠體中介安裝於上部構造體與下部構造體之間,該疊層橡膠體形成為:在交互疊層著橡膠層與補強板的疊層橡膠部的各上下端面,接合著:較該疊層橡膠部的平面形狀更大,且具有朝該疊層橡膠部的外緣更外側延伸的延伸部的凸緣板;將該疊層橡膠體安裝在上述上部構造體及下部構造體的疊層橡膠體的安裝構造,是具備有:固定於上述上部構造體的下面的上側錨板、固定於上述下部構造體的上面的下側錨板、以及與上述上側錨板或上述下側錨板卡合成,對於該疊層橡膠體的上述凸緣板的各延伸部,傳達水平方向的相對移位所引起的水平力,且不傳達鉛直方向的相對移位所引起的鉛直方向的力的卡合構件。 In order to achieve the above object, in the present invention, a laminated rubber body is interposed between an upper structure body and a lower structure body, and the laminated rubber body is formed by vertically laminating a rubber portion of a rubber layer and a reinforcing plate. The end surface is joined to: a flange plate having a larger planar shape than the laminated rubber portion and having an extending portion extending outward from an outer edge of the laminated rubber portion; and the laminated rubber body is attached to the upper structure The mounting structure of the laminated rubber body of the body and the lower structure includes: an upper anchor plate fixed to a lower surface of the upper structure, a lower anchor plate fixed to an upper surface of the lower structure, and the upper anchor The plate or the lower anchor plate is combined, and the horizontal force caused by the relative displacement in the horizontal direction is transmitted to each of the extending portions of the flange plate of the laminated rubber body, and the relative displacement in the vertical direction is not transmitted. The snap member of the vertical direction of force.
本發明,疊層橡膠體中介安裝於上部構造體與下部構造體之間,該疊層橡膠體形成為:在交互疊層著橡膠層與補強板的疊層橡膠部的上端面,接合著:較該疊層橡膠部的平面形狀更大,且具有朝該疊層橡膠部的外緣更外側延伸的延伸部的凸緣板;將該疊層橡膠體安裝在上述上部構造體的疊層橡膠體的安裝構造,是具備有:固定於上述上部構造體的下面的錨板、以及與上述錨板卡合成,對於該疊層橡膠體的上述凸緣板的延伸部,傳達水平方向的相對移位所引起的水平力,且不傳達鉛直方向的相對移位所引 起的鉛直方向的力的卡合構件。 In the present invention, the laminated rubber body is interposed between the upper structure and the lower structure, and the laminated rubber body is formed by joining the upper end faces of the laminated rubber portions in which the rubber layer and the reinforcing plate are alternately laminated, and is joined: a flange plate having a larger planar shape and having an extending portion extending outward from an outer edge of the laminated rubber portion; and a laminated rubber body in which the laminated rubber body is attached to the upper structure The mounting structure is provided with an anchor plate fixed to the lower surface of the upper structure and a card that is combined with the anchor plate, and conveys a relative displacement in the horizontal direction with respect to the extending portion of the flange plate of the laminated rubber body. The horizontal force caused, and does not convey the relative displacement of the vertical direction A snap member that acts as a force in the vertical direction.
本發明,疊層橡膠體中介安裝於上部構造體與下部構造體之間,該疊層橡膠體形成為:在交互疊層著橡膠層與補強板的疊層橡膠部的下端面,接合著:較該疊層橡膠部的平面形狀更大,且具有朝該疊層橡膠部的外緣更外側延伸的延伸部的凸緣板;將該疊層橡膠體安裝在上述下部構造體的疊層橡膠體的安裝構造,是具備有:固定於上述下部構造體的上面的錨板、以及與上述錨板卡合成,對於該疊層橡膠體的上述凸緣板的延伸部,傳達水平方向的相對移位所引起的水平力,且不傳達鉛直方向的相對移位所引起的鉛直方向的力的卡合構件。 In the present invention, the laminated rubber body is interposed between the upper structure and the lower structure, and the laminated rubber body is formed by joining the lower end faces of the laminated rubber portion in which the rubber layer and the reinforcing plate are alternately laminated, and is joined: a flange plate having a larger planar shape and having an extending portion extending outward from an outer edge of the laminated rubber portion; and a laminated rubber body in which the laminated rubber body is attached to the lower structure The mounting structure is provided with an anchor plate fixed to the upper surface of the lower structure and a card that is combined with the anchor plate, and conveys a relative displacement in the horizontal direction with respect to the extending portion of the flange plate of the laminated rubber body. The horizontal force generated, and does not convey the engaging member of the vertical direction caused by the relative displacement in the vertical direction.
藉由上述各發明,是以傳達水平方向的相對移位所引起的水平力,且不允許傳達於鉛直方向的相對移位所引起的鉛直方向的力的方式,藉由卡合構件將疊層橡膠體與上部構造體或/及下部構造體接合,當在疊層橡膠體產生很大水平變形時所引起的旋轉力矩導致朝疊層橡膠體端部的拉伸力,相對的,疊層橡膠體的上側或/及下側凸緣板、配置於上部構造體或/及下部構造體的上側或/及下側錨板的抵接面能分離,所以疊層橡膠體端部周邊的凸緣板能朝上方或/及下方撓曲,在疊層橡膠體,尤其是在橡膠層、及將橡膠層與補強板接合的黏接層,不會有過大的鉛直方向的拉伸力產生作用,所以能適當地防止疊層橡膠體的損傷、破損的可能性。 According to each of the above inventions, the horizontal force caused by the relative displacement in the horizontal direction is transmitted, and the force in the vertical direction caused by the relative displacement in the vertical direction is not allowed, and the laminated member is laminated by the engaging member. The rubber body is joined to the upper structure or/and the lower structure, and the rotational moment caused when the laminated rubber body is deformed to a large extent causes the tensile force toward the end of the laminated rubber body, and the laminated rubber The upper side or/and the lower flange plate of the body, the abutting surface of the upper side or/and the lower anchor plate disposed on the upper structure or/and the lower structure can be separated, so that the flange around the end of the rubber body is laminated The plate can be deflected upwards or/and below, and the laminated rubber body, especially the rubber layer, and the adhesive layer joining the rubber layer and the reinforcing plate do not have an excessive tensile force in the vertical direction. Therefore, it is possible to appropriately prevent the possibility of damage or breakage of the laminated rubber body.
藉由上述各發明,是以傳達水平方向的相對移位所引 起的水平力,且不允許傳達於鉛直方向的相對移位所引起的鉛直方向的力的方式,藉由卡合構件將疊層橡膠體與上部構造體或/及下部構造體接合,所以即使在上部構造體因為震盪導致產生浮起情形,相對的,疊層橡膠體的上側凸緣板、配置於上部構造體的下面的上部錨板的抵接面、或/及配置於下側凸緣板與下部構造體的上面的下部錨板的抵接面,能以允許藉由震盪而產生的鉛直方向的移位的方式分離,所以不會傳達鉛直方向的力,在疊層橡膠體不會有過大的鉛直方向的拉伸力產生作用,所以能適當地防止疊層橡膠體的損傷、破損的可能性。 According to the above inventions, the relative displacement of the horizontal direction is cited. The horizontal force is not allowed to be transmitted in the vertical direction due to the relative displacement in the vertical direction, and the laminated rubber body is joined to the upper structure or/and the lower structure by the engaging member, so even The upper structure is caused to float due to the oscillation, and the upper flange plate of the laminated rubber body, the abutting surface of the upper anchor plate disposed on the lower surface of the upper structure, or/and the lower flange are disposed. The abutting surface of the upper anchor plate of the lower structure and the lower structure can be separated in a vertical direction by the shock, so that the vertical force is not transmitted, and the laminated rubber body does not Since the tensile force in the vertical direction is excessively large, the possibility of damage or breakage of the laminated rubber body can be appropriately prevented.
在上述疊層橡膠體的安裝構造,將上述卡合構件作為柱狀的剪力鍵,能將該剪力鍵的其中一側插入到在上述凸緣板的延伸部處設置的孔部,將另一側插入到在上述錨板處設置的孔部或凹部。藉由使用該柱狀的剪力鍵,除了可傳達水平力,且使產生於鉛直方向的力不在凸緣板與錨板之間傳達之外,由於只是將剪力鍵插入到在凸緣板設置的孔部,所以當要更換疊層橡膠體時,能簡單地將該剪力鍵取出,而在水平方向沒有任何限制構件,所以習知的方式,如果剪力鍵的厚度部分不是最低起重器抬起量的話,則無法將疊層橡膠體朝水平方向抽出,所以施工現場的疊層橡膠體的更換作業會很麻煩,在本發明,則能以些許的起重器抬起量簡單地進行。 In the mounting structure of the laminated rubber body, the engaging member is a columnar shear key, and one side of the shear key can be inserted into a hole provided at an extending portion of the flange plate, and The other side is inserted into a hole or recess provided at the above anchor plate. By using the columnar shear key, in addition to the horizontal force can be transmitted, and the force generated in the vertical direction is not transmitted between the flange plate and the anchor plate, since only the shear key is inserted into the flange plate The hole portion is provided, so when the laminated rubber body is to be replaced, the shear key can be simply taken out without any restriction member in the horizontal direction, so in a conventional manner, if the thickness portion of the shear key is not the lowest When the amount of lift is increased, the laminated rubber body cannot be taken out in the horizontal direction. Therefore, the replacement of the laminated rubber body at the construction site is troublesome, and in the present invention, the lift amount can be simply increased by a small amount of the lifter. Conducted.
在上述疊層橡膠體的安裝構造,可將上述剪力鍵的其中一側固定在上述凸緣板的延伸部,或將另一端側可卸下 地固定於上述錨板。藉此,在疊層橡膠體的更換作業,將剪力鍵卸下時的手續則變得容易。作為具體的構造,將上述剪力鍵的其中一側作成帶緣部的形狀,也可採用將該緣部以螺栓固定於:設置在凸緣板延伸部的剪力鍵插入用孔周邊,也可將設置於凸緣板的延伸部的剪力鍵插入用孔不作成貫穿孔,實施母螺紋加工,在剪力鍵的凸緣板厚度範圍時施公螺紋加工,使其螺合而固定於凸緣板側,並且,也可將設置於錨板的剪力鍵插入孔不作成插入孔,實施母螺紋加工,在剪力鍵的錨板厚度範圍實施公螺紋加工,使其螺合而固定於錨板側。 In the mounting structure of the laminated rubber body, one side of the shear key may be fixed to the extending portion of the flange plate, or the other end side may be detachable. The ground is fixed to the anchor plate. Thereby, the procedure for removing the shear key is easy in the replacement work of the laminated rubber body. As a specific structure, one side of the shear key is formed into a shape of a belt edge portion, and the edge portion may be bolted to a periphery of a shear key insertion hole provided in an extension portion of the flange plate. The shear key insertion hole provided in the extending portion of the flange plate can be formed as a through hole, and the female thread can be processed. When the thickness of the flange plate of the shear key is in the range of thickness, the thread can be threaded and fixed to the screw. On the side of the flange plate, the shear key insertion hole provided in the anchor plate may not be formed as an insertion hole, and the female thread processing may be performed, and the male thread processing is performed on the thickness range of the anchor plate of the shear key to be screwed and fixed. On the side of the anchor plate.
並且,在上述疊層橡膠體的安裝構造,將上述卡合構件作為平板狀的剪力鍵,能使該平板狀剪力鍵插入於剪力鍵插入溝,該剪力鍵插入溝設置成:使從上述凸緣板之與上述錨板相面對的面側的外緣朝中心方向延伸設置的凹溝、與從上述錨板之與上述凸緣板相面對的面側的外緣朝中心方向延伸設置的凹溝相面對。 Further, in the mounting structure of the laminated rubber body, the engaging member is a flat shear key, and the flat shear key is inserted into the shear key insertion groove, and the shear key insertion groove is provided as follows: a groove extending from the outer edge of the surface of the flange plate facing the anchor plate in the center direction, and an outer edge of the surface of the anchor plate facing the flange plate The grooves extending in the center direction face each other.
本發明,是構造體,使用上述其中一種的疊層橡膠體的安裝構造。藉由本發明,可將免震構造體作成使用疊層橡膠體的安裝構造的構造體,該疊層橡膠體的安裝構造,具備有:在施工後,可從疊層橡膠體的外側容易地卸下的剪力鍵,除了能使配置於免震層的免震裝置的高度降低之外,還能防止:因為免震構造體的震盪導致的浮起、或疊層橡膠體的大幅度水平變形而產生的旋轉力矩,導致疊層橡膠體端部的浮起所產生的朝疊層橡膠體的鉛直方向的拉 伸力,並且,能在起重器抬起量很少的狀態進行疊層橡膠體的卸下作業,所以可降低疊層橡膠體所花費的費用,能提高疊層橡膠體的健全性,並且具有能大幅降低免震構造體的施工費用及更換作業的手續或費用的效果。 The present invention is a structure in which the laminated rubber body of the above-described one is used. According to the present invention, the vibration-isolating structure can be formed as a structure using a mounting structure of a laminated rubber body, and the structure of the laminated rubber body can be easily removed from the outside of the laminated rubber body after the construction. The lower shearing key can prevent the height of the vibration-proof device disposed in the seismic-free layer from being lowered, because of the floating of the seismic-isolating structure or the large horizontal deformation of the laminated rubber body. The resulting rotational moment causes the vertical direction of the laminated rubber body to be generated by the floating of the end portion of the laminated rubber body. In addition, the work of removing the laminated rubber body can be performed in a state where the amount of lifting of the jack is small, so that the cost of laminating the rubber body can be reduced, and the soundness of the laminated rubber body can be improved, and It has the effect of greatly reducing the construction cost of the seismic isolation structure and the procedure or cost of replacing the work.
如上述,藉由本發明,能提供一種疊層橡膠體的安裝構造等,可將疊層橡膠體的裝置高度控制得較低,且防止朝向鉛直方向的拉伸力作用於疊層橡膠體,能以較少的起重器抬起量來進行疊層橡膠體的更換作業。 As described above, according to the present invention, it is possible to provide a laminated rubber body mounting structure and the like, and it is possible to control the height of the laminated rubber body to a low level and prevent the tensile force in the vertical direction from acting on the laminated rubber body. The replacement of the laminated rubber body is performed with a small amount of lifting of the jack.
1‧‧‧安裝構造 1‧‧‧Installation structure
2‧‧‧上部構造體 2‧‧‧Upper structure
2a‧‧‧下面 2a‧‧‧ below
3‧‧‧下部構造體 3‧‧‧Lower structure
3a‧‧‧上面 3a‧‧‧above
4‧‧‧疊層橡膠部 4‧‧‧ laminated rubber department
4a‧‧‧橡膠層 4a‧‧‧Rubber layer
4b‧‧‧補強板 4b‧‧‧ reinforcing plate
4c‧‧‧上端面 4c‧‧‧ upper end
4d‧‧‧下端面 4d‧‧‧ lower end
6(6A、6B)‧‧‧凸緣板 6 (6A, 6B) ‧‧‧Flange plate
6A’‧‧‧貫穿孔 6A’‧‧‧through holes
6B’‧‧‧孔部 6B’‧‧‧ Hole Department
6B”‧‧‧螺栓孔 6B”‧‧‧Bolt hole
6a‧‧‧延伸部 6a‧‧‧Extension
8‧‧‧疊層橡膠體 8‧‧‧Laminated rubber body
10(10A、10B)‧‧‧錨板 10 (10A, 10B) ‧‧‧ anchor plate
10A’‧‧‧母螺紋部 10A’‧‧‧ Female thread
10B’‧‧‧孔部 10B’‧‧‧ Hole Department
12‧‧‧剪力鍵 12‧‧‧ shear key
13‧‧‧孔部 13‧‧‧ Hole Department
14‧‧‧背蓋 14‧‧‧Back cover
15‧‧‧焊接部 15‧‧‧Weld Department
16‧‧‧蓋子 16‧‧‧ cover
17‧‧‧蓋子固定用螺栓 17‧‧‧Band fixing bolts
21‧‧‧附頭柱狀螺栓 21‧‧‧Headed column bolt
32‧‧‧帶緣部的剪力鍵 32‧‧‧Shear key with edge
37‧‧‧剪力鍵固定用螺栓 37‧‧‧Shear key fixing bolt
42‧‧‧剪力鍵 42‧‧‧ shear button
42a‧‧‧公螺紋部 42a‧‧‧ Male thread
42b‧‧‧下部 42b‧‧‧ lower
46‧‧‧螺栓孔 46‧‧‧Bolt holes
47‧‧‧孔部 47‧‧‧ Hole Department
48‧‧‧剪力鍵 48‧‧‧ shear button
48a‧‧‧公螺紋部 48a‧‧‧ Male thread
48b‧‧‧圓柱狀部 48b‧‧‧ cylindrical part
48c‧‧‧六角孔 48c‧‧‧ hexagonal hole
54‧‧‧疊層橡膠部 54‧‧‧ laminated rubber department
54a‧‧‧橡膠層 54a‧‧‧Rubber layer
54b‧‧‧補強板 54b‧‧‧ reinforcing plate
55(55A、55B)‧‧‧連結鋼板 55 (55A, 55B) ‧ ‧ joint steel plate
56(56A、56B)‧‧‧凸緣板 56 (56A, 56B) ‧‧‧Flange plate
56a‧‧‧延伸部 56a‧‧‧Extension
57‧‧‧螺栓 57‧‧‧Bolts
58‧‧‧疊層橡膠體 58‧‧‧Laminated rubber body
61‧‧‧安裝構造 61‧‧‧Installation structure
63‧‧‧下部構造體 63‧‧‧Lower structure
64‧‧‧疊層橡膠部 64‧‧‧ laminated rubber department
66(66A、66B)‧‧‧凸緣板 66 (66A, 66B) ‧‧‧Flange plate
66a‧‧‧延伸部 66a‧‧‧Extension
68‧‧‧疊層橡膠體 68‧‧‧Laminated rubber body
70(70A、70B)‧‧‧錨板 70 (70A, 70B) ‧‧‧ anchor plate
71‧‧‧剪力鍵插入溝 71‧‧‧ shear key insertion groove
71a‧‧‧凹溝 71a‧‧ ‧ Groove
71b‧‧‧凹溝 71b‧‧‧ Groove
72‧‧‧附頭柱狀螺栓 72‧‧‧Headed column bolt
74‧‧‧剪力鍵 74‧‧‧ shear button
80‧‧‧六角螺栓 80‧‧‧Hex bolt
80a‧‧‧公螺紋部 80a‧‧‧ Male thread department
80b‧‧‧頭部 80b‧‧‧ head
81‧‧‧橡膠墊片 81‧‧‧Rubber gasket
第1圖是顯示本發明的疊層橡膠體的安裝構造的第一實施方式的剖面圖。 Fig. 1 is a cross-sectional view showing a first embodiment of a mounting structure of a laminated rubber body of the present invention.
第2圖是顯示於第1圖的安裝構造的A部(安裝構造部)的放大圖。 Fig. 2 is an enlarged view of a portion A (mounting structure portion) of the mounting structure shown in Fig. 1.
第3圖是用來說明第2圖所示的安裝構造部的組裝方法的詳細圖。 Fig. 3 is a detailed view for explaining a method of assembling the mounting structure portion shown in Fig. 2 .
第4圖是用來說明第2圖所示的安裝構造部的組裝方法的其他例子的詳細圖。 Fig. 4 is a detailed view for explaining another example of the assembling method of the mounting structure portion shown in Fig. 2 .
第5圖是用來說明第2圖所示的安裝構造部的組裝方法的其他例子的詳細圖。 Fig. 5 is a detailed view for explaining another example of the assembling method of the mounting structure portion shown in Fig. 2 .
第6圖是用來說明第2圖所示的安裝構造部的組裝方法的其他例子的詳細圖。 Fig. 6 is a detailed view for explaining another example of the assembling method of the mounting structure portion shown in Fig. 2 .
第7圖是顯示在上部構造體與下部構造體之間產生大幅度水平變形時的安裝構造部的狀態的概略圖。 Fig. 7 is a schematic view showing a state in which the attachment structure portion is formed when a large horizontal deformation occurs between the upper structure and the lower structure.
第8圖是顯示上部構造體在鉛直方向浮起時的安裝構造部的狀態的概略圖。 Fig. 8 is a schematic view showing a state of the attachment structure portion when the upper structure is floated in the vertical direction.
第9圖是顯示本發明的疊層橡膠體的安裝構造的第二實施方式的剖面圖。 Fig. 9 is a cross-sectional view showing a second embodiment of the mounting structure of the laminated rubber body of the present invention.
第10圖是顯示本發明的疊層橡膠體的安裝構造的第三實施方式的分解立體圖。 Fig. 10 is an exploded perspective view showing a third embodiment of the mounting structure of the laminated rubber body of the present invention.
第11圖是顯示在本發明的疊層橡膠體的安裝構造設置有卡合部的防脫落構件的情況的剖面圖。 Fig. 11 is a cross-sectional view showing a state in which the separation preventing member provided with the engaging portion in the mounting structure of the laminated rubber body of the present invention.
接著,針對用來實施本發明的型態參考圖面來詳細說明。 Next, a detailed description will be given with respect to the type reference drawings used to implement the present invention.
第1圖是顯示本發明的疊層橡膠體的安裝構造的第一實施方式,該安裝構造1,是將中介安裝於上部構造體2與下部構造體3之間的疊層橡膠體8,安裝在上部構造體2及下部構造體3。 1 is a first embodiment showing a mounting structure of a laminated rubber body according to the present invention, and the mounting structure 1 is a laminated rubber body 8 that is interposed between the upper structure 2 and the lower structure 3, and is mounted. The upper structure 2 and the lower structure 3 are provided.
疊層橡膠體8,在交互地疊層著橡膠層4a與補強板4b的疊層橡膠部4的上下端面4c、4d,各接合著凸緣板6(6A、6B),橡膠層4a與補強板4b、及橡膠層4a與凸緣板6A、6B的接觸面,是藉由硫化黏接而一體地形成。 The laminated rubber body 8 is joined to the upper and lower end faces 4c and 4d of the laminated rubber portion 4 in which the rubber layer 4a and the reinforcing plate 4b are alternately laminated, and the flange plates 6 (6A, 6B) are joined to each other, and the rubber layer 4a and the reinforcing layer are reinforced. The contact surface between the plate 4b and the rubber layer 4a and the flange plates 6A and 6B is integrally formed by vulcanization bonding.
該安裝構造1,具備有:固定在上部構造體2的下面2a的上側錨板10A、固定在下部構造體3的上面3a的下 側錨板10B、以及在疊層橡膠體8的凸緣板6的延伸部6a作為卡合構件的剪力鍵12。 The mounting structure 1 includes an upper anchor plate 10A fixed to the lower surface 2a of the upper structure 2, and is fixed to the upper surface 3a of the lower structure 3. The side anchor plate 10B and the extending portion 6a of the flange plate 6 of the laminated rubber body 8 serve as the shear key 12 of the engaging member.
剪力鍵12,形成為柱狀(圓柱狀體),如第2圖所示,收容在:於上側凸緣板6A及上側錨板10A處穿設的孔部13,在上側凸緣板6A的下面,藉由蓋子固定用螺栓17安裝成讓蓋子16覆蓋孔部13的開口,從下方支承剪力鍵12。在上側錨板10A的上面藉由焊接(焊接部15)固定住背蓋14,防止上部構造體2在施工時的混凝土侵入。這裡在剪力鍵12的外周面與孔部13的內周面之間,形成有間隙C,允許在孔部13內讓剪力鍵12朝水平方向移動。而且上述間隙C的大小是適當設計成可進行:在孔部13內的剪力鍵12的水平力傳達、與上側凸緣板6A與上側錨板10A的分離的程度。 The shear key 12 is formed in a columnar shape (cylindrical shape), and as shown in Fig. 2, is housed in a hole portion 13 which is bored at the upper flange plate 6A and the upper anchor plate 10A, and is formed on the upper flange plate 6A. The lower side is attached by the cover fixing bolt 17 so that the cover 16 covers the opening of the hole portion 13, and the shear key 12 is supported from below. The back cover 14 is fixed to the upper surface of the upper anchor plate 10A by welding (welding portion 15) to prevent concrete intrusion of the upper structure 2 during construction. Here, a gap C is formed between the outer peripheral surface of the shear key 12 and the inner peripheral surface of the hole portion 13, and the shear key 12 is allowed to move in the horizontal direction in the hole portion 13. Further, the size of the gap C is appropriately designed to allow the horizontal force transmission of the shear key 12 in the hole portion 13 to be separated from the upper flange plate 6A and the upper anchor plate 10A.
在將剪力鍵12組裝入例如下側錨板10B與下側凸緣板6B之間時,如第3圖所示,具有固定成將孔部10B’的下側開口封閉的背蓋14,在經由附頭柱狀螺栓21而固定於下部構造體3的下側錨板10B上,以讓孔部6B’重疊於下側錨板10B的孔部10B’的方式,載置下側凸緣板6B,在藉由兩孔部6B’、10B’所形成的孔部13之中收容剪力鍵12。然後,將蓋子16配置成覆蓋孔部6B’的開口,以蓋子固定用螺栓17固定於下側凸緣板6B的上面。 When the shear key 12 is assembled between, for example, the lower anchor plate 10B and the lower flange plate 6B, as shown in Fig. 3, there is a back cover 14 fixed to close the lower opening of the hole portion 10B', The lower side flange 10B is fixed to the lower anchor plate 10B via the stud bolt 21 so that the hole portion 6B' overlaps the hole portion 10B' of the lower anchor plate 10B, and the lower flange is placed. The plate 6B accommodates the shear key 12 in the hole portion 13 formed by the two hole portions 6B' and 10B'. Then, the cover 16 is disposed to cover the opening of the hole portion 6B', and is fixed to the upper surface of the lower flange plate 6B by the cover fixing bolts 17.
也可取代上述剪力鍵12,如第4圖所示,將帶緣部的剪力鍵32收容在藉由兩孔部6B’、10B’所形成的孔部13中,直接以剪力鍵固定用螺栓37將帶緣部的剪力鍵 固定在下側凸緣板6B的上面。在該情況也是,在帶緣部的剪力鍵32的外周面與孔部13的內周面之間,形成有間隙,允許在孔部13內讓帶緣部的剪力鍵朝水平方向移動,該間隙的大小是設計成可進行:水平力傳達、與下側凸緣板6B與下側錨板10B的分離的程度。 Instead of the above-described shear key 12, as shown in Fig. 4, the shearing key 32 of the belt edge portion is housed in the hole portion 13 formed by the two hole portions 6B', 10B', directly using the shear force key Fixing bolt 37 will shear the edge of the belt It is fixed to the upper surface of the lower flange plate 6B. Also in this case, a gap is formed between the outer peripheral surface of the shear key 32 of the belt edge portion and the inner peripheral surface of the hole portion 13, and the shear key of the belt edge portion is allowed to move in the horizontal direction in the hole portion 13 The size of the gap is designed to be such that horizontal force transmission and separation from the lower flange plate 6B and the lower anchor plate 10B are performed.
並且,如第5圖所示,在下側錨板10B穿設孔部10B’,並且在下側凸緣板6B螺設有螺栓孔6B”,在下側錨板10B上,以讓螺栓孔6B”重疊於下側錨板10B的孔部10B’的方式載置下側凸緣板6B,將剪力鍵42的下部42b插入到孔部10B’,藉由將公螺栓部42a螺合於螺栓孔6B”,也能將剪力鍵42安裝於下側凸緣板6B及下側錨板10B。在該情況也是,在剪力鍵42的下部42b的外周部與孔部10B’的內周面之間,形成有間隙,允許在孔部10B’內讓剪力鍵42的下部42b朝水平方向的移動,該間隙的大小設計成:可進行水平力的傳達、與下側凸緣板6B與下側錨板10B的分離的程度。 Further, as shown in Fig. 5, the hole portion 10B' is bored in the lower anchor plate 10B, and bolt holes 6B" are screwed in the lower flange plate 6B, and the bolt holes 6B" are overlapped on the lower anchor plate 10B. The lower flange plate 6B is placed on the hole portion 10B' of the lower anchor plate 10B, and the lower portion 42b of the shear key 42 is inserted into the hole portion 10B' by screwing the male bolt portion 42a to the bolt hole 6B. Further, the shear key 42 can be attached to the lower flange plate 6B and the lower anchor plate 10B. In this case as well, the outer peripheral portion of the lower portion 42b of the shear key 42 and the inner peripheral surface of the hole portion 10B' can be used. Between the gaps, the lower portion 42b of the shear key 42 is allowed to move in the horizontal direction in the hole portion 10B', and the gap is designed to allow horizontal force transmission, and the lower flange plate 6B and the lower side. The degree of separation of the side anchor plates 10B.
也可取代上述剪力鍵12,如第6圖所示,在下部錨板10B螺設有螺栓孔46,在下部凸緣板6B設置孔部47,在下部錨板10B上,以讓孔部47重疊於下部錨板10B的螺栓孔46的方式載置下側凸緣板6B,將具有六角孔48c的剪力鍵48的公螺紋部48a螺合於下部錨板10B的螺栓孔46,藉由將剪力鍵48的沒有公螺紋部48a的圓柱狀部48b插入於下部凸緣板6B的孔部47,則能利用剪力鍵48傳達水平力,能允許下側錨板10B與下側凸緣板 6B的朝鉛直方向的分離。而在剪力鍵48的圓柱狀部48b的外周面、與設置在下部凸緣板6B的孔部47的內周面之間,形成有間隙,允許在孔部47內讓剪力鍵48朝水平方向的移動,該間隙的大小設計成:可進行水平力的傳達、與下側凸緣板6B與下側錨板10B的分離的程度。 Instead of the above-described shear key 12, as shown in Fig. 6, a bolt hole 46 is screwed in the lower anchor plate 10B, and a hole portion 47 is provided in the lower flange plate 6B, and the hole portion is provided on the lower anchor plate 10B. 47. The lower flange plate 6B is placed so as to overlap the bolt hole 46 of the lower anchor plate 10B, and the male screw portion 48a of the shear key 48 having the hexagonal hole 48c is screwed to the bolt hole 46 of the lower anchor plate 10B. By inserting the cylindrical portion 48b of the shear key 48 having the male screw portion 48a into the hole portion 47 of the lower flange plate 6B, the horizontal force can be transmitted by the shear key 48, and the lower anchor plate 10B and the lower side can be allowed. Flange plate The separation of 6B in the vertical direction. On the outer peripheral surface of the cylindrical portion 48b of the shear key 48 and the inner peripheral surface of the hole portion 47 provided in the lower flange plate 6B, a gap is formed to allow the shear key 48 to be made in the hole portion 47. The movement in the horizontal direction is designed such that the horizontal force can be transmitted and the degree of separation from the lower flange plate 6B and the lower anchor plate 10B can be performed.
在使用剪力鍵12的情況,於柱狀側面配置潤滑層,在使用帶緣部的剪力鍵32的情況,於柱狀部分的側面配置潤滑層,而在具有公螺紋部42a的剪力鍵42的情況,在沒有實施螺紋加工的下部42b的側面配置潤滑層,在使用剪力鍵48的情況,在沒有公螺紋部48a的圓柱狀部48b的側面,配置潤滑層,則即使在水平力作用於各個剪力鍵12等的狀態,也能容易進行錨板10與凸緣板6的朝鉛直方向的分離。作為在剪力鍵12等的側面施加的潤滑層,例如燒附有包含有二硫化鉬的防鏽潤滑劑的皮膜層、或DLC層。也可取代配置在剪力鍵12等的上述側面的潤滑層,而在該側面部份捲繞由氟化乙烯樹脂、加入填充材的氟化乙烯樹脂、聚乙烯樹脂等所構成的樹脂薄片。 When the shear key 12 is used, the lubricating layer is disposed on the columnar side surface, and when the shear key 32 having the edge portion is used, the lubricating layer is disposed on the side surface of the columnar portion, and the shearing force is provided on the side of the columnar portion 42a. In the case of the key 42, the lubricating layer is disposed on the side surface of the lower portion 42b where the threading is not performed, and when the shear key 48 is used, the lubricating layer is disposed on the side surface of the cylindrical portion 48b where the male screw portion 48a is not provided, even at the level The force acting on each of the shear keys 12 and the like can also easily separate the anchor plate 10 from the flange plate 6 in the vertical direction. As the lubricating layer applied to the side surface of the shear key 12 or the like, for example, a film layer containing a rust preventive lubricant containing molybdenum disulfide or a DLC layer is baked. Instead of the lubricating layer disposed on the side surface of the shear key 12 or the like, a resin sheet composed of a fluorinated vinyl resin, a fluorinated vinyl resin to which a filler is added, a polyethylene resin, or the like may be wound around the side surface portion.
接著,針對藉由上述安裝構造1安裝於上部構造體2及下部構造體3的疊層橡膠體8的動作,參考圖面來詳細說明。 Next, the operation of the laminated rubber body 8 attached to the upper structure 2 and the lower structure 3 by the above-described mounting structure 1 will be described in detail with reference to the drawings.
在第1圖,當因為地震等,讓下側錨板10B朝箭頭X方向移動時,剪力鍵12,如第2圖所示,傳達水平方向的相對移位所引起的水平力,且不傳達鉛直方向的相對移位所引起的鉛直方向的力,所以即使在疊層橡膠體8產生 很大水平變形的情況,如第7圖所示,對於此時引起的旋轉力矩造成的朝疊層橡膠體8的端部的拉伸力F,讓疊層橡膠體8的上側凸緣板6A與上側錨板10A的抵接面分離。因此,可以讓疊層橡膠體8的端部周邊的上側凸緣板6A朝下方撓曲,不會有過大的鉛直方向的拉伸力作用於疊層橡膠體8,尤其是不會作用於將橡膠層4a及橡膠層4a與補強板4b及橡膠層4a與上側凸緣板6A接合的黏接層,而能防止疊層橡膠體8的損傷、破損的可能性。 In Fig. 1, when the lower anchor plate 10B is moved in the direction of the arrow X due to an earthquake or the like, the shear key 12, as shown in Fig. 2, conveys the horizontal force caused by the relative displacement in the horizontal direction, and does not It conveys the force in the vertical direction caused by the relative displacement in the vertical direction, so even if the laminated rubber body 8 is produced In the case of a large horizontal deformation, as shown in Fig. 7, the upper side flange plate 6A of the laminated rubber body 8 is caused by the tensile force F toward the end portion of the laminated rubber body 8 caused by the rotational moment caused at this time. It is separated from the abutting surface of the upper anchor plate 10A. Therefore, the upper flange plate 6A around the end portion of the laminated rubber body 8 can be deflected downward, and excessive tensile force in the vertical direction does not act on the laminated rubber body 8, and in particular, it does not act on The adhesive layer of the rubber layer 4a and the rubber layer 4a and the reinforcing plate 4b and the rubber layer 4a and the upper flange plate 6A can prevent damage or breakage of the laminated rubber body 8.
在第1圖,即使因為地震等,在上部構造體2因為震盪導致產生浮起,如第8圖所示,疊層橡膠體8的上側凸緣板6A、與配置在上部構造體2的下面2a的上部錨板10A的抵接面,可分離成允許因為震盪而產生的鉛直方向的移位,同時由於不傳達鉛直方向的力,所以不會有過大的鉛直方向的拉伸力作用於疊層橡膠體8,而能防止疊層橡膠體8的損傷、破損的可能性。 In the first drawing, even if the upper structure 2 is lifted due to the vibration due to an earthquake or the like, as shown in Fig. 8, the upper flange plate 6A of the laminated rubber body 8 and the lower side of the upper structure 2 are disposed. The abutting surface of the upper anchor plate 10A of 2a can be separated to allow vertical displacement due to oscillation, and since the force in the vertical direction is not transmitted, there is no excessive vertical tensile force acting on the stack. The rubber body 8 is layered, and the possibility of damage or breakage of the laminated rubber body 8 can be prevented.
在使用如第4圖、第5圖及第6圖所示的帶緣部的剪力鍵32、剪力鍵42及剪力鍵48的情況也是,能達到與上述剪力鍵12同樣的作用效果。例如,在使用如第5圖所示的剪力鍵42的情況,在第1圖,當因為地震等,讓下側錨板10B朝箭頭X方向移動時,由於剪力鍵42的公螺紋部42a是與下側凸緣板6B的螺栓孔6B”螺合,所以剪力鍵42與下側凸緣板6B是一體的,而由於下部42b與下側錨板10B可分離,所以不會傳達上下方向的相對移位所引起的鉛直方向的力,不會有過大的鉛直方向的拉伸力 作用於疊層橡膠體8,而能防止疊層橡膠體8的損傷、破損的可能性。 When the shear key 32, the shear key 42, and the shear key 48 with the edge portion shown in Figs. 4, 5, and 6 are used, the same effect as the above-described shear key 12 can be achieved. effect. For example, in the case of using the shear key 42 as shown in Fig. 5, in Fig. 1, when the lower anchor plate 10B is moved in the arrow X direction due to an earthquake or the like, the male thread portion of the shear key 42 is used. 42a is screwed to the bolt hole 6B" of the lower flange plate 6B, so the shear key 42 and the lower flange plate 6B are integrated, and since the lower portion 42b and the lower anchor plate 10B are separable, they are not transmitted. The vertical force caused by the relative displacement in the up and down direction does not have excessive tensile force in the vertical direction. When it acts on the laminated rubber body 8, the possibility of damage or breakage of the laminated rubber body 8 can be prevented.
接著,針對本發明的疊層橡膠體的安裝構造的第二實施方式,參考第9圖來說明。 Next, a second embodiment of the mounting structure of the laminated rubber body of the present invention will be described with reference to FIG.
該疊層橡膠體58,是所謂的螺栓固定型,在交互疊層著橡膠層54a與補強板54b而成的疊層橡膠部54的上下,具有連結鋼板(補強板)55(55A、55B),在上部構造體2及下部構造體3處分別安裝的凸緣板56(56A、56B)與連結鋼板55,是以螺栓57緊緊連結。 The laminated rubber body 58 is a so-called bolt-on type, and has a connecting steel plate (reinforcing plate) 55 (55A, 55B) above and below the laminated rubber portion 54 in which the rubber layer 54a and the reinforcing plate 54b are alternately laminated. The flange plates 56 (56A, 56B) attached to the upper structure 2 and the lower structure 3, and the connecting steel plate 55 are tightly coupled by bolts 57.
針對該螺栓固定型的疊層橡膠體58,安裝於上部構造體2及下部構造體3的動作,是藉由以與第2圖同樣的方法,將作為卡合構件的剪力鍵12設置在:上側錨板10A及下側錨板10B、與凸緣板56的延伸部56a之間,則當地震等時,不會將鉛直方向的相對移位所引起的鉛直方向的力傳達到疊層橡膠體58,不會有過大的鉛直方向的拉伸力作用於疊層橡膠體58,而能防止疊層橡膠體58的損傷、破損的可能性。在該疊層橡膠體58,也可取代剪力鍵12,使用如第4圖及第5圖所示的帶緣部的剪力鍵32及剪力鍵42。 The operation of attaching the laminated rubber body 58 to the bolt-on-type laminated rubber body 58 to the upper structure 2 and the lower structure 3 is performed by the same method as in the second embodiment, in which the shear key 12 as the engaging member is placed. : between the upper anchor plate 10A and the lower anchor plate 10B and the extending portion 56a of the flange plate 56, the vertical force caused by the relative displacement in the vertical direction is not transmitted to the stack when an earthquake or the like occurs. The rubber body 58 does not have an excessive tensile force in the vertical direction acting on the laminated rubber body 58, and the possibility of damage or breakage of the laminated rubber body 58 can be prevented. In place of the shear key 12, the laminated rubber body 58 may be provided with a shear key 32 and a shear key 42 as shown in Figs. 4 and 5 .
在上述第一及第二實施方式,在錨板10穿設有孔部10B’等的貫穿孔,藉由背蓋14將開口封閉,而也可在錨板10不形成貫穿孔而形成凹部,作成不使用背蓋14的構造。 In the first and second embodiments described above, the anchor plate 10 is provided with a through hole such as the hole portion 10B', and the opening is closed by the back cover 14, and the recessed portion may be formed without forming the through hole in the anchor plate 10. The configuration in which the back cover 14 is not used is made.
接著,針對本發明的疊層橡膠體的安裝構造的第三實 施方式,參考第10圖來說明。 Next, the third embodiment of the mounting structure of the laminated rubber body of the present invention The manner of application is described with reference to FIG.
該安裝構造61,是用來將疊層橡膠體68安裝在:下部構造體63、與位於上側錨板70A的上方的上部構造體(沒有圖示)。上側錨板70A,是經由附頭柱狀螺栓72而固定於上部構造體,下側錨板70B,也是經由附頭柱狀螺栓(沒有圖示)而固定於下部構造體63。 This mounting structure 61 is for attaching the laminated rubber body 68 to the lower structure 63 and the upper structure (not shown) located above the upper anchor plate 70A. The upper anchor plate 70A is fixed to the upper structure via the stud bolts 72, and the lower anchor plate 70B is also fixed to the lower structure 63 via a stud bolt (not shown).
疊層橡膠體68,具備有:與上述第1圖所示的疊層橡膠部4同樣的構造的疊層橡膠部64,在各上下端面接合著凸緣板66(66A、66B)。凸緣板66,從俯視方向觀察為圓形且大於疊層橡膠部64的平面形狀,且具有較疊層橡膠部64的外緣更朝外側延伸的延伸部66a。 The laminated rubber body 68 is provided with a laminated rubber portion 64 having the same structure as that of the laminated rubber portion 4 shown in Fig. 1, and the flange plates 66 (66A, 66B) are joined to the respective upper and lower end faces. The flange plate 66 has a circular shape and is larger than the planar shape of the laminated rubber portion 64 as viewed in a plan view, and has an extending portion 66a that extends outward from the outer edge of the laminated rubber portion 64.
該安裝構造61,具備有剪力鍵插入溝71,該剪力鍵插入溝71設置成:使從上側凸緣板66A面對於上側錨板70A的面側的外緣朝中心方向延伸設置的凹溝71a、與從上側錨板70A面對於上側凸緣板66A的面側的外緣朝中心方向延伸設置的凹溝71b,兩者相面對。剪力鍵插入溝71,在從疊層橡膠體68的俯視方向觀察,從中心位置起放射狀地配置於複數位置。將平板狀的剪力鍵74插入到各個該剪力鍵插入溝71。 The mounting structure 61 is provided with a shear key insertion groove 71 which is provided in a recess extending from the upper edge of the upper flange plate 66A toward the outer surface of the upper side anchor plate 70A in the center direction. The groove 71a faces the groove 71b extending in the center direction from the outer edge of the upper side anchor plate 70A on the surface side of the upper flange plate 66A. The shear key insertion groove 71 is radially disposed at a plurality of positions from the center position as viewed in plan view from the laminated rubber body 68. A flat shear key 74 is inserted into each of the shear key insertion grooves 71.
在下側凸緣板66B與下側錨板70B之間,也形成有由凹溝71a、71b所構成的剪力鍵插入溝71,將剪力鍵74插入到各個剪力鍵插入溝71。 A shear key insertion groove 71 composed of the grooves 71a and 71b is also formed between the lower flange plate 66B and the lower anchor plate 70B, and the shear key 74 is inserted into each of the shear key insertion grooves 71.
藉由該構造,即使地震等的外來因素從任何方向作用,也能藉由剪力鍵插入溝71傳達水平力,而且即使在 上側錨板70A、下側凸緣板66B產生朝上下方向的浮起等情形,由於凸緣板66與錨板70可分離,所以能防止作用於疊層橡膠體68的拉伸力。 With this configuration, even if an external factor such as an earthquake acts in any direction, the horizontal force can be transmitted by the shear key insertion groove 71, and even if The upper anchor plate 70A and the lower flange plate 66B are floated in the vertical direction. The flange plate 66 and the anchor plate 70 are detachable, so that the tensile force acting on the laminated rubber body 68 can be prevented.
雖然省略圖示,在採用利用平板狀的剪力鍵74的上述構造的情況,也可將剪力鍵74的其中一方的端部作成倒圓角形狀使用為插入側,在另一方的端部,考慮拔出時的作業性,實施螺孔加工。可在剪力鍵74的外面配置潤滑層,而能容易進行朝鉛直方向的分離,作為潤滑層,與剪力鍵12同樣地,可以使用燒附有包含有二硫化鉬的防鏽潤滑劑的皮膜層、或DLC層。也可取代潤滑層,而在剪力鍵74的外面,捲繞由氟化乙烯樹脂等所構成的樹脂薄片。也可將上述平板狀的剪力鍵作成:使用複數的楔狀構件來調整剪力鍵的大小的構造,能將與凹溝的間隙設定為適當的數值。 Although the above-described structure using the flat shear key 74 is employed, the one end portion of the shear key 74 may be rounded and used as the insertion side and the other end. In consideration of the workability at the time of pulling out, the screw hole processing is performed. The lubricating layer can be disposed on the outer surface of the shear key 74, and the separation in the vertical direction can be easily performed. As the lubricating layer, similarly to the shear key 12, a rust preventive lubricant containing molybdenum disulfide can be used. Film layer, or DLC layer. Instead of the lubricating layer, a resin sheet composed of a fluorinated vinyl resin or the like may be wound on the outside of the shear key 74. The flat shear key may be formed such that a plurality of wedge members are used to adjust the size of the shear key, and the gap with the groove can be set to an appropriate value.
並且,在上述第一~第三實施方式,考慮剪力鍵12等的脫落的程度,在朝疊層橡膠體8等的拉伸力不會影響疊層橡膠體8等的健全性的範圍,也可作成另外具備防脫落構件。作為防脫落構件,如第11圖所示,可使用:在錨板10A側設置母螺紋部10A’,在凸緣板6A側在母螺紋部10A’的位置設置貫穿孔6A’,使用六角螺栓80等,該六角螺栓80,具有從其中一方的端部側的前端以預定長度與母螺紋部10A’螺合的公螺紋部80a,在另一方的端部側具有:當凸緣板浮起預定量時進行抵接的頭部80b。 In addition, in the above-described first to third embodiments, the extent to which the shearing force of the laminated rubber body 8 or the like is not affected by the tensile force of the laminated rubber body 8 or the like is considered, and the degree of the shearing force of the laminated rubber body 8 or the like is not affected. It is also possible to provide an additional anti-drop member. As the fall prevention member, as shown in Fig. 11, a female screw portion 10A' may be provided on the side of the anchor plate 10A, and a through hole 6A' may be provided at the position of the female screw portion 10A' on the side of the flange plate 6A, using a hexagon bolt. 80 or the like, the hexagon bolt 80 has a male screw portion 80a that is screwed to the female screw portion 10A' from a distal end on one end side of the one end portion, and has a flange plate floating on the other end side. The head 80b abuts at a predetermined amount.
在六角螺栓80,可以配置橡膠墊片81等的彈性構件,當錨板10A浮起時用來讓凸緣板6A與六角螺栓80的頭部80b不會直接抵接,藉由橡膠墊片81可以防止兩者6A、80b抵接時的衝擊。 In the hexagon bolts 80, an elastic member such as a rubber spacer 81 may be disposed, and when the anchor plate 10A is floated, the flange plate 6A and the head portion 80b of the hexagon bolt 80 are not directly abutted by the rubber gasket 81. It is possible to prevent the impact when the two 6A and 80b are abutted.
藉由適用上述安裝構造1、61,在施工後,則可將免震構造體作成使用有疊層橡膠體8等的安裝構造1、61的構造體,該疊層橡膠體8等的安裝構造具備有:可從疊層橡膠體8等的外側容易地卸下的剪力鍵12等,除了能使配置於免震層的免震裝置的高度降低之外,還能防止:因為免震構造體的震盪導致浮起、在疊層橡膠體8等的大幅度水平變形所產生的旋轉力矩導致疊層橡膠體8等的端部浮起所導致朝疊層橡膠體8等的鉛直方向的拉伸力,並且能在起重器抬起量較少的狀態進行疊層橡膠體8等的卸下作業,能夠讓疊層橡膠體8等的製造費用降低,可提高疊層橡膠體8等的健全性,並且在讓免震構造體的施工費用及更換作業的手續或費用降低方面具有很大的效果。 By the use of the above-described mounting structures 1 and 61, after the construction, the vibration-isolating structure can be formed into a structure using the mounting structures 1 and 61 of the laminated rubber body 8 or the like, and the mounting structure of the laminated rubber body 8 or the like can be used. In addition to the fact that the shear key 12 that can be easily removed from the outside of the laminated rubber body 8 or the like can be reduced in height, the height of the vibration-proof device disposed on the vibration-isolating layer can be prevented: When the vibration of the body is caused to rise, the rotational moment generated by the large-scale horizontal deformation of the laminated rubber body 8 or the like causes the end portion of the laminated rubber body 8 to float, and the vertical direction of the laminated rubber body 8 or the like is pulled. In the state in which the amount of the lifter is increased, the laminated rubber body 8 or the like can be removed, and the manufacturing cost of the laminated rubber body 8 or the like can be reduced, and the laminated rubber body 8 or the like can be improved. It is effective, and it is effective in reducing the construction cost of the earthquake-free structure and the procedure or cost of the replacement work.
1‧‧‧安裝構造 1‧‧‧Installation structure
2‧‧‧上部構造體 2‧‧‧Upper structure
2a‧‧‧下面 2a‧‧‧ below
3‧‧‧下部構造體 3‧‧‧Lower structure
3a‧‧‧上面 3a‧‧‧above
4‧‧‧疊層橡膠部 4‧‧‧ laminated rubber department
4a‧‧‧橡膠層 4a‧‧‧Rubber layer
4b‧‧‧補強板 4b‧‧‧ reinforcing plate
4c‧‧‧上端面 4c‧‧‧ upper end
4d‧‧‧下端面 4d‧‧‧ lower end
6A、6B‧‧‧凸緣板 6A, 6B‧‧‧Flange plate
6a‧‧‧延伸部 6a‧‧‧Extension
8‧‧‧疊層橡膠體 8‧‧‧Laminated rubber body
10A、10B‧‧‧錨板 10A, 10B‧‧‧ anchor plate
12‧‧‧剪力鍵 12‧‧‧ shear key
21‧‧‧附頭柱狀螺栓 21‧‧‧Headed column bolt
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CN107386482A (en) * | 2017-08-21 | 2017-11-24 | 武汉理工大学 | A kind of be hinged box-type damper |
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JP6419449B2 (en) * | 2014-03-28 | 2018-11-07 | 株式会社ブリヂストン | Seismic isolation device |
CN103924705B (en) * | 2014-04-23 | 2015-06-10 | 华南理工大学建筑设计研究院 | Stiffness-variable seismic isolation layer stiffness control mechanism adaptive to structural seismic isolation and wind resistance |
CN105003004B (en) * | 2015-07-06 | 2017-05-03 | 西安建筑科技大学 | Sectional steel concrete shear wall with replaceable wall toe component and wall toe component |
CN105350678B (en) * | 2015-11-26 | 2017-11-21 | 广州大学 | A kind of novel tri-dimensional shock-insulating device with larger vertical Static stiffness |
JP6809951B2 (en) * | 2016-03-24 | 2021-01-06 | 倉敷化工株式会社 | Connection vibration isolation device for seismic isolation bearings |
CN107542178A (en) * | 2017-10-11 | 2018-01-05 | 无锡圣丰建筑新材料有限公司 | square rubber support |
JP7213766B2 (en) * | 2019-07-05 | 2023-01-27 | 昭和電線ケーブルシステム株式会社 | Fixed structure of seismic isolation device |
KR102256820B1 (en) | 2019-10-24 | 2021-05-26 | 한국교통대학교산학협력단 | Isolation bearings for instrument |
CN113089869A (en) * | 2021-04-06 | 2021-07-09 | 时靖 | Seismic wave damper and damping method thereof |
CN113007277B (en) * | 2021-04-10 | 2023-11-03 | 南京工程学院 | Rubber plastic spring damping device for base and foundation of large coal mill and use method thereof |
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WO2011043241A1 (en) | 2011-04-14 |
JP2015045221A (en) | 2015-03-12 |
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KR20120087908A (en) | 2012-08-07 |
TWI544128B (en) | 2016-08-01 |
TW201615940A (en) | 2016-05-01 |
JP6060124B2 (en) | 2017-01-11 |
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TW201131054A (en) | 2011-09-16 |
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