TW201305412A - The plate energy dissipation device with tenon and mortise joints - Google Patents
The plate energy dissipation device with tenon and mortise joints Download PDFInfo
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- TW201305412A TW201305412A TW100125362A TW100125362A TW201305412A TW 201305412 A TW201305412 A TW 201305412A TW 100125362 A TW100125362 A TW 100125362A TW 100125362 A TW100125362 A TW 100125362A TW 201305412 A TW201305412 A TW 201305412A
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本發明係一種卡榫式板狀消能減震器;特別關於一種一般建築物構造之防止振動或震動之裝置,該裝置係藉由將消能板固定端嵌入固定座之凹槽中,消能板之固定端之側面與固定座之凹槽之間以卡榫機構連結,使消能板之固定端於固定座之凹槽中可完全固定,或可滑動而不產生脫離,或可滑動與轉動而不產生脫離;上部固定座與下部固定座產生相對之水平縱向移動時,消能板可產生變形與發揮消能之功效。The invention relates to a card type plate-shaped energy dissipation damper; in particular, a device for preventing vibration or vibration of a general building structure, which is embedded in a groove of a fixing seat by a fixed end of the energy dissipation plate The side of the fixed end of the energy board and the groove of the fixing seat are connected by a latching mechanism, so that the fixed end of the energy dissipating plate can be completely fixed in the groove of the fixing seat, or can be slid without detachment, or can be slidable The rotation of the energy dissipating plate can produce deformation and play the role of energy dissipation when the upper fixing seat and the lower fixing seat are relatively horizontally moved.
如第1圖所示為公告編號361485「強化式之防震消能裝置」(01),其係利用焊接之方式固定消能鋼板,但是由於焊接部易使鋼板材質產生脆化,在反覆之外力作用下焊接部容易產生斷裂之情形,降低消能裝置之使用壽命。As shown in the first figure, the bulletproof number 361485 "enhanced anti-shock energy dissipating device" (01) is used to fix the energy-dissipating steel plate by welding. However, since the welded portion is liable to cause embrittlement of the steel plate material, the force is repeated. Under the action, the welded portion is prone to breakage, and the service life of the energy dissipating device is reduced.
如第2圖所示為公告編號476701「強化式之防震消能裝置追加(一)」(02),消能鋼板與基板以嵌接之方式連結,再以螺栓鎖固之方式固定,消能鋼板之固定端與基板之間無法產生垂直向之相對滑動來消除垂直向位移之不良效應。但若不以螺栓鎖固,消能鋼板與基板之間容易產生脫離之情形,若無其他臨時固定裝置,恐於組裝、運輸,及安裝時發生脫落,而造成砸傷人員之意外。As shown in Fig. 2, the bulletin number 476701 "Additional anti-shock energy dissipating device (1)" (02), the energy-dissipating steel plate and the substrate are connected by means of inlay, and then fixed by bolts to dissipate energy. There is no vertical sliding between the fixed end of the steel plate and the substrate to eliminate the adverse effect of the vertical displacement. However, if it is not bolted, the dissipative steel plate and the substrate are likely to be detached. If there is no other temporary fixing device, it may be accidental to be disassembled during assembly, transportation, and installation, which may cause an accident.
如第3圖所示也為公告編號479701「強化式之防震消能裝置追加(一)」(02)之另一型式,以螺栓串接方式連結,但當消能鋼板之數量增加時,基板長度須增加時,基板之螺栓孔位以一般機械加工之鑽頭長度將只能貫穿鄰近最外側之部分孔位,而難以貫穿整座基板,另凹槽因空間之限制,也難以將加工機具深入施作側向之孔位,因此需使用特殊之工具機與特殊超長鑽頭加工,加工成本與加工時間都將增加。As shown in Fig. 3, another type of bulletin number 479701 "Additional anti-shock energy dissipating device (1)" (02) is connected by bolts in series, but when the number of energy-dissipating steel sheets increases, the substrate When the length has to be increased, the bolt hole position of the substrate will only pass through the outermost part of the hole position, and it is difficult to penetrate the entire substrate, and the groove is difficult to penetrate the processing machine due to space constraints. It is applied as a lateral hole, so it needs to be machined with a special machine tool and a special ultra-long drill bit. The processing cost and processing time will increase.
本發明之卡榫式板狀消能減震器至少包含消能板與固定座,固定座設有配合消能板尺寸與數量之凹槽,將消能板至少一固定端嵌入固定座之凹槽中,消能板之固定端之側面與固定座之凹槽之間以卡榫機構連結,使消能板之固定端於固定座之凹槽中可完全固定,或可滑動而不產生脫離,或可滑動與轉動而不產生脫離;上部固定座與下部固定座產生相對之水平縱向移動時,消能板可產生變形與發揮消能之功效。The card type plate-shaped energy dissipation damper of the invention comprises at least an energy dissipation plate and a fixing seat. The fixing seat is provided with a groove for matching the size and the number of the energy dissipation plate, and at least one fixed end of the energy dissipation plate is embedded in the concave of the fixing seat. In the groove, the side of the fixed end of the energy dissipation plate and the groove of the fixing seat are connected by a clamping mechanism, so that the fixed end of the energy dissipation plate can be completely fixed in the groove of the fixing seat, or can be slid without being separated. , or can slide and rotate without disengagement; when the upper fixed seat and the lower fixed seat are relatively horizontally moved longitudinally, the energy dissipation plate can produce deformation and play the function of energy dissipation.
本發明之最大特徵在於以卡榫機構連結消能板與固定座,無論是固定式連結,或可動式連結,皆可輕易快速完成,其加工可採用一般之機械即可加工。因每組消能板與固定座之卡榫機構可完全獨立,所以消能板數量增加時也不會增加卡榫機構之加工與組裝難度。The most characteristic feature of the present invention is that the energy dissipating plate and the fixing seat are connected by the clamping mechanism, and the fixed connection or the movable connection can be easily and quickly completed, and the processing can be processed by a general machine. Since the clamping mechanism of each group of energy dissipation plates and the fixed seat can be completely independent, the number of energy dissipation plates does not increase the processing and assembly difficulty of the locking mechanism.
所以卡榫式板狀消能減震器無論在加工,或組裝上皆可輕易且快速完成紮實之機構,尤其在消能板之固定端與固定座須為可動式連結時,更可確保消能板與固定座之間可活動而不產生脫離,無論在組裝、運輸、安裝,與作動時,皆為一可靠之機構,可確保工作人員之安全性,與日後結構物之使用性與安全性。Therefore, the cassette-type energy-absorbing damper can easily and quickly complete a solid mechanism in processing or assembly, especially when the fixed end of the energy-dissipating plate and the fixed seat must be movablely connected. The board can be moved without disengagement between the board and the fixed seat. It is a reliable mechanism for assembly, transportation, installation and actuation. It ensures the safety of the staff and the usability and safety of the structure in the future. Sex.
如第4圖與第5圖所示為卡榫式板狀消能減震器(10)之較佳型式之組成元件、組裝方式,與組裝步驟。As shown in Figures 4 and 5, the components, assembly methods, and assembly steps of the preferred version of the cassette-type energy dissipation damper (10) are shown.
首先如第4圖所示之卡榫式板狀消能減震器由消能板(30)與固定座(20)所組合而成,消能板(30)設有消能部位(31),與固定端(32);消能部位(31)具有產生變形消能之功能;固定座(20)用於連結固定消能板(30),固定座(20)設有配合消能板(30)尺寸與數量之凹槽(21);卡榫機構為以凸榫(41)與凹榫(42)互嵌之機構,其中凸榫(41)為螺栓之型式。First, as shown in Fig. 4, the click-type energy dissipating damper is composed of an energy dissipating plate (30) and a fixing base (20), and the energy dissipating plate (30) is provided with an energy dissipating portion (31). And the fixed end (32); the energy dissipating part (31) has the function of generating deformation energy; the fixing seat (20) is used for connecting the fixed energy dissipating plate (30), and the fixing seat (20) is provided with the energy dissipating plate ( 30) The size and number of grooves (21); the latching mechanism is a mechanism in which the tenons (41) and the recesses (42) are interposed, wherein the tenons (41) are of the bolt type.
如第5圖所示將消能板(30)之固定端嵌入固定座(20)之凹槽中,消能板(30)之固定端之側面與固定座(20)之凹槽之間以卡榫機構(40)連結,使消能板之固定端於下部固定座之凹槽中可完全固定,於上部固定座可垂直滑動而不產生脫離;上部固定座與下部固定座產生相對之水平縱向移動時,消能板可產生變形與發揮消能之功效。As shown in Fig. 5, the fixed end of the energy dissipating plate (30) is embedded in the recess of the fixing seat (20), and the side of the fixed end of the energy dissipating plate (30) and the groove of the fixing seat (20) are The latching mechanism (40) is coupled such that the fixed end of the energy dissipating plate is completely fixed in the recess of the lower fixing seat, and the upper fixing seat can slide vertically without disengagement; the upper fixing seat and the lower fixing seat generate relative levels When moving longitudinally, the energy dissipation plate can produce deformation and play the role of energy dissipation.
由於上部固定座(20)與消能板(30)之固定端為可垂直滑動之設計,因此不但可消除作動時垂直向位移對於消能板產生之不良影響外,並可於消能減震器產生水平縱向大變形之情況下,以消能板之固定端被拉出固定板之方式消除拉力之水平分量產生之水平勁度,避免消能器之水平勁度向上攀升,以及避免對於結構物之連結桿件產生垂直向之拉力。Since the fixed ends of the upper fixing seat (20) and the energy dissipation plate (30) are vertically slidable, the negative displacement of the vertical displacement on the energy dissipation plate can be eliminated, and the energy dissipation can be absorbed. In the case where the horizontal longitudinal deformation is generated, the horizontal stiffness generated by the horizontal component of the tensile force is removed by the fixed end of the energy dissipation plate being pulled out of the fixing plate, the horizontal stiffness of the energy dissipation device is prevented from rising upward, and the structure is avoided. The connecting rod of the object produces a vertical pulling force.
另外上部固定座(20)與消能板(30)之固定端為可垂直滑動之設計也使得消能減震器安裝於結構物時,桿件之間之垂直尺寸精度控制可較為寬鬆,若有較大之誤差時,可藉由垂直滑動之設計來調整安裝位置,避免產生安裝不易,或勉強安裝後對於消能減震器產生垂直向作用力之情形。In addition, the fixed end of the upper fixing seat (20) and the energy dissipating plate (30) is vertically slidable, so that when the energy absorbing damper is installed on the structure, the vertical dimensional precision control between the rod members can be looser. When there is a large error, the installation position can be adjusted by the vertical sliding design to avoid the situation that the installation is not easy, or the vertical force is applied to the energy dissipation damper after the installation.
另外消能板之固定端(32)為板厚度較消能部位(31)之板厚度為大之構造,使得固定端(32)之勁度遠大於消能部位(31)之勁度,因此消能板(30)與固定座(20)產生相對之垂直向位移時,使消能板(30)之固定端(32)與固定座(20)之接觸區域變小時,仍可保持良好勁度,而不致於使消能板之固定端之部分會淪為消能部位,而消能部位也可保持原來之尺寸,不致於增加高度;另外若消能板(30)之固定端與固定座(20)之接觸區域變大時,由於固定端(32)為板厚度較消能部位(31)之板厚度為大之構造,因此凹槽不會干涉卡住消能部位,而不致於使消能板之消能部位之部分會淪為固定端,消能部位可保持原來之尺寸,不致於縮減高度。In addition, the fixed end (32) of the energy dissipation plate has a structure in which the thickness of the plate is larger than that of the energy dissipation portion (31), so that the stiffness of the fixed end (32) is much greater than the stiffness of the energy dissipating portion (31). When the energy dissipating plate (30) and the fixing seat (20) are displaced in a vertical direction, the contact area between the fixed end (32) of the energy dissipating plate (30) and the fixing seat (20) becomes small, and the strength can be maintained. Degree, so that the part of the fixed end of the energy dissipation plate will be reduced to the energy-dissipating part, and the energy-dissipating part can also maintain the original size without increasing the height; and if the fixed end of the energy-dissipating plate (30) is fixed and fixed When the contact area of the seat (20) becomes larger, since the fixed end (32) has a structure in which the thickness of the plate is larger than the thickness of the energy dissipating portion (31), the groove does not interfere with the energy dissipating portion, and is not caused by The portion of the energy dissipating portion of the energy dissipating plate is reduced to a fixed end, and the energy dissipating portion can maintain the original size without reducing the height.
如第6圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中卡榫機構(40)於下部固定座中為垂直向可滑動之設計,於上部固定座中為橫向可滑動之設計。As shown in Fig. 6, another preferred embodiment of the cassette-type energy dissipating shock absorber (10) is characterized in that the latching mechanism (40) is vertically slidable in the lower fixing seat and fixed on the upper portion. The seat has a horizontal slidable design.
如第7圖與第8圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中卡榫機構(40)之凸榫(41)為板狀之型式。As shown in Figs. 7 and 8, a preferred embodiment of the cassette-type energy dissipating damper (10) is shown in which the tenon (41) of the latching mechanism (40) is in the form of a plate.
另消能板(30)之固定端設有間隔板(33)貼附後,一同塞入固定座之凹槽中,再以卡榫機構(40)連結固定。The fixed end of the energy dissipating plate (30) is provided with a partition plate (33), and is inserted into the groove of the fixing seat together, and then fixed by the locking mechanism (40).
如第9圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中消能板(30)與下部固定座(20)以焊接方式連結,消能板(30)與上部固定座(20)為垂直向可滑動之方式連結。As shown in Fig. 9, another preferred embodiment of the cassette-type energy dissipating damper (10) is characterized in that the energy dissipating plate (30) and the lower fixing base (20) are joined by welding, and the energy dissipating plate ( 30) The upper fixing seat (20) is slidably coupled in a vertical direction.
如第10圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中消能板(30)與上部固定座(20)為垂直向可滑動之方式連結,其卡榫機構(40)之凹榫(42)為長條孔之構造。As shown in Fig. 10, another preferred embodiment of the cassette-type energy dissipating damper (10) is characterized in that the energy dissipating plate (30) and the upper fixing base (20) are vertically slidably coupled. The recess (42) of the latching mechanism (40) is a long hole structure.
如第11圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中卡榫機構(40)與消能板之固定端之側面為圓柱面(60)之接觸方式,使消能板之固定端於固定座之凹槽中可產生滑動與轉動,即消能板之固定端與下部固定座於水平橫向為鉸接之方式,消能板之固定端與上部固定座於水平橫向為輥接之方式;上部固定座與下部固定座可產生相對之垂直向之移動,或水平橫向之移動,或旋轉作動,可消除所有非水平縱向位移或作用力產生之不良效應;消能減震器於安裝時更可配合現場之結構桿件組裝或尺寸誤差作各個方向之調整,使安裝更為容易與快速。As shown in Fig. 11, another preferred embodiment of the cassette-type energy dissipating damper (10) is characterized in that the side of the fixed end of the latching mechanism (40) and the energy dissipating plate is a cylindrical surface (60). The contact mode is such that the fixed end of the energy dissipation plate can be slid and rotated in the groove of the fixing seat, that is, the fixed end of the energy dissipation plate and the lower fixing seat are hinged in the horizontal and horizontal directions, and the fixed end and the upper part of the energy dissipation plate are The fixing seat is in the horizontal and horizontal direction, and the upper fixing seat and the lower fixing seat can be moved in a relative vertical direction, or horizontally and horizontally, or rotated to eliminate all non-horizontal longitudinal displacement or the force generated by the force. Effect; the energy-absorbing damper can be adjusted in all directions with the structural member assembly or dimensional error of the site during installation, making the installation easier and faster.
而第12圖所示為第11圖所示之卡榫式板狀消能減震器(10)之作動示意圖,除了水平縱向之變形外,垂直向之相對移動功能、水平橫向之相對移動功能,以及橫向相對轉動之功能皆可達成。Figure 12 is a schematic diagram showing the operation of the cassette-type energy dissipating damper (10) shown in Fig. 11. In addition to the horizontal and vertical deformation, the relative movement function of the vertical direction and the relative movement function of the horizontal and horizontal directions And the function of horizontal relative rotation can be achieved.
如第13圖與第14圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中卡榫機構(40)之凸榫(41)為螺栓之型式鎖固於消能板(30)之固定端(32)之側面,卡榫機構(40)之凹榫(42)為固定座(20)上設有圓孔或長條孔之構造。As shown in Figures 13 and 14, there is another preferred version of the cassette-type energy dissipating damper (10), wherein the tenon (41) of the latching mechanism (40) is type-locked by bolts. On the side of the fixed end (32) of the energy dissipating plate (30), the recess (42) of the latching mechanism (40) is a structure in which a fixed hole (20) is provided with a circular hole or a long hole.
如第15圖與第16圖所示為卡榫式板狀消能減震器(10)之另一較佳型式,其中卡榫機構(40)之凸榫(41)設置於消能板(30)之固定端(32)之側面,於消能板(30)之固定端(32)嵌入固定座(20)之凹槽(21)後,設有凸榫(41)焊接於固定座(20)之凹槽(21)之側面,以凸榫與凸榫互卡之方式使消能板之固定端於下固定座之凹槽中可完全固定,且消能板之固定端於上固定座之凹槽中可滑動而不產生脫離。Another preferred embodiment of the cassette-type energy dissipating damper (10) is shown in Figures 15 and 16, wherein the tenon (41) of the latching mechanism (40) is disposed on the energy dissipating plate ( 30) The side of the fixed end (32), after the fixed end (32) of the energy dissipating plate (30) is embedded in the recess (21) of the fixing seat (20), the tenon (41) is welded to the fixing seat ( 20) The side surface of the groove (21) is such that the fixed end of the energy dissipation plate is completely fixed in the groove of the lower fixing seat by the way of the convex and the convex mutual clamping, and the fixed end of the energy dissipation plate is fixed on the upper side The groove of the seat is slidable without detachment.
如第17圖所示之卡榫式板狀消能減震器(10)為消能板(30)採中間開孔方式之較佳型式。The card type plate-shaped energy absorbing damper (10) shown in Fig. 17 is a preferred type of the intermediate opening mode of the energy dissipation plate (30).
如第18圖與第19圖為卡榫式板狀消能減震器(10)安裝於結構物(70)中之較佳方式,消能減震器因樓層間之水平錯動位移即可產生作用,發揮消能減震之功效,降低樓層間之相對位移,對於整棟建築而言,由下而上即可大幅降低結構物(70)底部與頂部之相對位移量,緩衝水平震動之衝擊影響。For example, Fig. 18 and Fig. 19 show a preferred manner in which the cassette-type energy dissipation damper (10) is mounted in the structure (70), and the energy dissipation damper can be displaced due to the horizontal displacement between the floors. Produce the effect, play the effect of energy dissipation and reduce the relative displacement between the floors. For the whole building, the bottom-up can greatly reduce the relative displacement of the bottom and the top of the structure (70), buffering the horizontal vibration. Impact impact.
01...習知之強化式之防震消能裝置01. . . Enhanced anti-shock energy dissipating device
02...習知之強化式之防震消能裝置追加(一)02. . . The enhanced anti-shock energy dissipating device of the conventional knowledge is added (1)
10...卡榫式板狀消能減震器10. . . Card type plate-shaped energy absorbing shock absorber
20...固定座20. . . Fixed seat
21...凹槽twenty one. . . Groove
30...消能板30. . . Energy dissipation board
31...消能部位31. . . Energy dissipating part
32...固定端32. . . Fixed end
33...間隔板33. . . Spacer
40...卡榫機構40. . . Card mechanism
41...凸榫41. . . Convex
42...凹榫42. . . Concave
50...焊道50. . . Weld bead
60...圓柱面60. . . Cylindrical surface
70...結構物70. . . Structure
第1圖. 習知之強化式之防震消能裝置Figure 1. The enhanced anti-shock energy dissipating device of the conventional
第2圖. 習知之強化式之防震消能裝置追加(一)Figure 2. Adding the enhanced anti-shock energy dissipating device of the conventional (1)
第3圖. 習知之強化式之防震消能裝置追加(一)Figure 3. Adding the enhanced anti-shock energy dissipating device of the conventional (1)
第4圖. 卡榫式板狀消能減震器之較佳型式1工程視圖1Fig. 4. The preferred type 1 engineering view of the cassette-type energy dissipation damper
第5圖. 卡榫式板狀消能減震器之較佳型式1工程視圖2Figure 5. Cartridge type plate-shaped energy absorbing damper preferred type 1 engineering view 2
第6圖. 卡榫式板狀消能減震器之較佳型式2工程視圖Figure 6. Engineering view of the preferred type 2 of the cassette-type energy dissipation damper
第7圖. 卡榫式板狀消能減震器之較佳型式3工程視圖1Figure 7. Cartridge type plate-shaped energy absorbing damper preferred type 3 engineering view 1
第8圖. 卡榫式板狀消能減震器之較佳型式3工程視圖2Figure 8. The preferred version of the cassette type energy absorbing damper 3 engineering view 2
第9圖. 卡榫式板狀消能減震器之較佳型式4工程視圖Figure 9. The preferred type 4 engineering view of the cassette-type energy dissipation damper
第10圖. 卡榫式板狀消能減震器之較佳型式5工程視圖Figure 10. Project view of the preferred version of the cassette-type energy dissipation damper
第11圖. 卡榫式板狀消能減震器之較佳型式6工程視圖Figure 11. Project view of the preferred version of the cassette-type energy dissipation damper
第12圖. 卡榫式板狀消能減震器之較佳型式6作動示意圖Fig. 12 is a schematic diagram of the operation of the preferred type 6 of the cassette-type energy dissipation damper
第13圖. 卡榫式板狀消能減震器之較佳型式7工程視圖1Figure 13. Cartridge-type plate-shaped energy absorbing shock absorber of the preferred type 7 engineering view 1
第14圖. 卡榫式板狀消能減震器之較佳型式7工程視圖2Figure 14. The preferred version of the cassette type energy absorbing damper 7 engineering view 2
第15圖. 卡榫式板狀消能減震器之較佳型式8工程視圖1Figure 15. The preferred type 8 engineering view of the cassette-type energy dissipation damper
第16圖. 卡榫式板狀消能減震器之較佳型式8工程視圖2Figure 16. The preferred type 8 engineering view of the cassette-type energy dissipation damper 2
第17圖. 卡榫式板狀消能減震器之較佳型式9工程視圖Figure 17. The preferred type of engineering view of the cassette-type energy dissipation damper
第18圖. 卡榫式板狀消能減震器之較佳應用實施例1示意圖Figure 18. Preferred application of the cassette-type energy dissipation damper
第19圖. 卡榫式板狀消能減震器之較佳應用實施例2示意圖Fig. 19 is a schematic view of a preferred application of the cassette-type energy dissipation damper
10...卡榫式板狀消能減震器10. . . Card type plate-shaped energy absorbing shock absorber
20...固定座20. . . Fixed seat
30...消能板30. . . Energy dissipation board
40...卡榫機構40. . . Card mechanism
Claims (10)
Priority Applications (1)
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TW100125362A TW201305412A (en) | 2011-07-18 | 2011-07-18 | The plate energy dissipation device with tenon and mortise joints |
Applications Claiming Priority (1)
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TW100125362A TW201305412A (en) | 2011-07-18 | 2011-07-18 | The plate energy dissipation device with tenon and mortise joints |
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TW201305412A true TW201305412A (en) | 2013-02-01 |
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TW100125362A TW201305412A (en) | 2011-07-18 | 2011-07-18 | The plate energy dissipation device with tenon and mortise joints |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI560347B (en) * | 2014-08-08 | 2016-12-01 | Yu Guang Lai | The structure for assembling of axially loaded energy dissipation element |
CN109914635A (en) * | 2019-04-10 | 2019-06-21 | 重庆大学 | A kind of rotation friction energy-dissipating wall |
-
2011
- 2011-07-18 TW TW100125362A patent/TW201305412A/en unknown
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI560347B (en) * | 2014-08-08 | 2016-12-01 | Yu Guang Lai | The structure for assembling of axially loaded energy dissipation element |
CN109914635A (en) * | 2019-04-10 | 2019-06-21 | 重庆大学 | A kind of rotation friction energy-dissipating wall |
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