TWI599704B - The axially loaded energy dissipation device. - Google Patents
The axially loaded energy dissipation device. Download PDFInfo
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- TWI599704B TWI599704B TW105102432A TW105102432A TWI599704B TW I599704 B TWI599704 B TW I599704B TW 105102432 A TW105102432 A TW 105102432A TW 105102432 A TW105102432 A TW 105102432A TW I599704 B TWI599704 B TW I599704B
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- 238000009434 installation Methods 0.000 description 12
- 239000000463 material Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 239000000945 filler Substances 0.000 description 4
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- 230000008878 coupling Effects 0.000 description 1
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Description
本發明係一種軸力消能裝置；特別關於一種一般建築物構造之防止振動或震動之裝置，該裝置係藉由端部開口寬度調整件以局部固定之方式使1對軸力元件形成具有連結板厚度之開口，使軸力消能裝置可***連結板中連結固定。 The present invention relates to an axial force dissipating device; in particular, to a device for preventing vibration or vibration of a general building structure, which has a pair of axial force members formed by partial fixing of the end opening width adjusting member. The opening of the plate thickness allows the axial force dissipating device to be inserted into the connecting plate to be fixed.
如第1圖所示為公告號459837之搭接組合式挫屈拘束韌性支撐，由有各自獨立構成的一對軸力構件與一對圍束構件所組成。 As shown in Fig. 1, the lap joint combined frustration restraint toughness support of the bulletin No. 459837 is composed of a pair of axial force members and a pair of surrounding members which are independently constructed.
如第2圖所示為證書號M429731之挫屈束制支撐機構，其軸力件中央段設有橫向突伸的卡榫可由圍束單元包圍。 As shown in Fig. 2, the buckling beam support mechanism of the certificate No. M429731 is provided with a laterally projecting card which is surrounded by the surrounding unit.
第1圖與第2圖中，挫屈束制支撐由一對軸力構件與一對圍束構件所組成，但為了配合接合隅板的厚度，獨立單元的軸力構件在圍束構件之位置也仍然需調整位置固定好才能澆置混凝土或砂漿，然後一對的獨立單元分別由兩側面夾合接合隅板固定後，再用帶狀連結鋼板連結這一對的獨立單元，但這如同一般習用的束制支撐作業需做兩次(軸力構件塞入圍束構件並灌漿固 定)來完成兩獨立單元束制支撐，最後還需將這一對單元以帶狀連結鋼板合併焊接連結成1組，增加了焊接工作量，圍束構件由兩空心方管用鋼板焊接連結成一體，這樣雖在與接合隅板連結安裝時較容易，但材料使用量與製造作業程序上相較習用之挫屈束制支撐都增加，且圍束構件不能使用圓管只能用矩形管，因為圓管難以並排焊接堅固，故設計上可用之元件樣式選擇變少。 In Figs. 1 and 2, the buckling bundle support is composed of a pair of axial force members and a pair of surrounding members, but in order to match the thickness of the joint jaws, the axial force members of the individual units are at the position of the bundle members. It is still necessary to adjust the position to fix the concrete or mortar, and then the pair of independent units are respectively fixed by the two sides of the joint slab, and then the strip-shaped connecting steel plate is used to connect the pair of independent units, but this is like a general The conventional beam support operation needs to be done twice (the axial force member is inserted into the bundle member and grouted To complete the two independent unit bundle support, finally, the pair of units need to be combined and welded into a group by a strip-shaped connecting steel plate, which increases the welding workload, and the bundle member is welded and integrated by two hollow square tubes with steel plates. Although it is easier to install and connect with the joining jaws, the amount of material used and the manufacturing frustum support are increased compared with the conventional ones, and the round members cannot use the round tube only because of the rectangular tube, because The round tubes are difficult to weld side by side, so the design of the available component styles is reduced.
本發明軸力消能裝置係由1對軸力元件、端部開口寬度調整件、圍束元件、蓋板，與填充材所組成，軸力元件為長板所構成，中間為斷面積較小之消能部，兩端為斷面積較大之連結部，軸力元件之正中央位置設有橫向突出之凸板，1對軸力元件並排後，於正中央之凸板位置，或兩端連結部位置以端部開口寬度調整件採局部連結方式連結為一體，使1對軸力元件於端部形成具有結構物之桿件上用於連結軸力消能裝置之連結板之厚度之開口，圍束元件為中空管件，將1對軸力元件與端部開口寬度調整件形成之桿件設置於圍束元件中，圍束元件端部以蓋板封閉固定，蓋板設有配合軸力元件形狀之開孔，再以填充材灌入填滿圍束元件內部空間，且軸力元件兩端預留產生軸向變形時所需之空間，待填充材硬固後可完整包覆軸力元件，完成軸力消能裝置之組裝。 The axial force dissipating device of the invention is composed of a pair of axial force elements, end opening width adjusting members, a surrounding component, a cover plate and a filling material, and the axial force component is composed of a long plate, and the middle has a small sectional area. The energy dissipating part has a connecting portion with a large breaking area at both ends, and a convex plate which protrudes laterally at the center of the axial force element, and a pair of axial force elements are arranged side by side, at a convex plate position in the center, or both ends The position of the connecting portion is integrally connected by the end opening width adjusting member in a partial connection manner, so that the pair of axial force members form an opening at the end portion of the connecting member having the structure for connecting the thickness of the connecting plate of the axial force dissipating device. The bundle element is a hollow pipe member, and a rod member formed by the pair of axial force members and the end opening width adjusting member is disposed in the surrounding beam member, the end portion of the bundled member is closed by the cover plate, and the cover plate is provided with the matching axial force. The opening of the shape of the component is filled with the filling material to fill the inner space of the surrounding component, and the space required for axial deformation is reserved at both ends of the axial force component, and the axial force can be completely covered after the filler is hardened. The component completes the assembly of the axial force dissipation device.
1對軸力元件端部形成之開口可***結構物桿件之連結板中並連結固定，完成軸力消能裝置於結構物中之安裝。 An opening formed by the end of the pair of axial force members can be inserted into the connecting plate of the structural member and fixedly coupled to complete the installation of the axial force dissipation device in the structure.
本發明軸力消能裝置其特徵在於使用端部開口寬度調整件以局部固定方式連結1對軸力元件形成一體，端部形成之開口可精確無誤，不影響、不干涉，與不參與軸力元件之變形，組裝製造過程中不需使用臨時固定裝置固定1對軸力元件，組裝製造過程使用習用之方式即可，灌入填充材也是使用習用之方式，僅需將填充材灌入一管件，而不需灌入兩管件，降低作業之複雜性，圍束元件使用矩形管或圓管皆可，設計時斷面樣式選擇多，端部可使用插接之方式與結構物桿件之連結板組裝固定，不需要高精度之組裝作業，組裝製造過程中不需要大量之焊接作業，無論是製造成本與組裝便利性皆具有優勢。 The axial force dissipating device of the present invention is characterized in that an end opening width adjusting member is used to connect a pair of axial force elements integrally in a fixed manner, and the opening formed at the end portion can be accurate, does not affect, does not interfere, and does not participate in the axial force. The deformation of the components, the assembly and manufacturing process does not need to use a temporary fixing device to fix a pair of axial force components, the assembly manufacturing process can be used in the conventional way, the filling filler is also used in the conventional way, only need to fill the filler into a pipe It is not necessary to pour two pipe fittings to reduce the complexity of the operation. The surrounding components can be used in rectangular or circular pipes. The design of the cross-section can be selected at the end, and the end can be connected with the structural member by means of plugging. The board is assembled and fixed, and high-precision assembly work is not required. A large number of welding operations are not required in the assembly and manufacturing process, which is advantageous in terms of manufacturing cost and assembly convenience.
10‧‧‧軸力消能裝置 10‧‧‧Axial force dissipation device
20‧‧‧軸力元件 20‧‧‧Axial force components
21‧‧‧消能部 21‧‧‧ Energy Dissipation Department
22‧‧‧連結部 22‧‧‧Connecting Department
23‧‧‧凸板、T形凸板 23‧‧‧ convex plate, T-shaped convex plate
24‧‧‧連結板用開口 24‧‧‧ Openings for webs
25‧‧‧鉸接軸孔 25‧‧‧Hinged shaft hole
30‧‧‧端部開口寬度調整件 30‧‧‧End opening width adjustment
40‧‧‧圍束元件 40‧‧‧Bundle elements
50‧‧‧蓋板 50‧‧‧ cover
60‧‧‧填充材 60‧‧‧Filling materials
70‧‧‧結構物桿件 70‧‧‧Structural rods
71‧‧‧連結板 71‧‧‧Link board
80‧‧‧嵌槽 80‧‧‧ slotted
90‧‧‧塞焊孔 90‧‧‧ soldering holes
第1圖. 習知之公告號459837之搭接組合式挫屈拘束韌性支撐 Figure 1. The spliced combination of the stipulated bulletin No. 459837
第2圖. 習知之證書號M429731之挫屈束制支撐機構 Figure 2. The frustration support mechanism of the custom certificate No. M429731
第3圖. 軸力元件與端部開口寬度調整件之組裝圖 Figure 3. Assembly diagram of the axial force component and the end opening width adjustment member
第4圖. 軸力消能裝置之較佳型式1 Figure 4. The preferred version of the axial force dissipation device
第5圖. 軸力消能裝置之較佳型式2 Figure 5. The preferred version of the axial force dissipation device 2
第6圖. 軸力消能裝置之較佳型式3 Figure 6. The preferred version of the axial force dissipation device
第7圖. 軸力消能裝置之較佳型式4 Figure 7. The preferred version of the axial force dissipation device
第8圖. 軸力消能裝置之較佳型式5 Figure 8. The preferred version of the axial force dissipation device 5
第9圖. 軸力消能裝置之較佳型式6 Figure 9. The preferred version of the axial force dissipation device 6
第10圖. 軸力消能裝置之較佳型式7 Figure 10. The preferred version of the axial force dissipation device
第11圖. 軸力消能裝置之較佳型式8 Figure 11. The preferred version of the axial force dissipation device
第12圖. 軸力消能裝置之較佳型式9 Figure 12. The preferred version of the axial force dissipation device
第13圖. 軸力消能裝置之安裝示意圖1 Figure 13. Installation diagram of the axial force dissipation device 1
第14圖. 軸力消能裝置之較佳型式10 Figure 14. Preferred version 10 of the axial force dissipation device
第15圖. 軸力消能裝置之安裝示意圖2 Figure 15. Installation diagram of the axial force dissipation device 2
第16圖. 軸力消能裝置之安裝示意圖3 Figure 16. Schematic diagram of installation of axial force dissipation device 3
第17圖. 軸力消能裝置之安裝示意圖4 Figure 17. Installation diagram of the axial force dissipation device 4
第18圖. 軸力消能裝置之安裝示意圖5 Figure 18. Schematic diagram of the installation of the axial force dissipation device 5
如第3圖與第4圖所示之軸力消能裝置(10)，軸力元件(20)為長板所構成，軸力元件(20)之斷面形狀為一字形，中間為斷面積較小之消能部(21)，兩端為斷面積較大之連結部(22)，軸力元件(20)之正中央位置之消能部上設有與消能部同一平面之橫向突出之T字形凸板(23)，T字形凸板(23)為軸力元件組裝固定用，不具有變形消能之功效。端部開口寬度調整件(30)為裝設於並排對齊的1對軸力元件(20)之間，並與軸力元件(20)之非消能部位置連結固定，使1對軸力元件(20)之間可藉由裝設不同尺寸之端部開口寬度調整件(30)而能夠調整連結部(22)位置之間隔寬度而形成一開口可供結構物桿件上之連結板***後連結固定。1對軸力元件(20)並排後，於正中央之T字形凸板(23)位置上，在1對軸力元件之間裝設端部開口寬度調整件(30)，再以螺栓方式連結固定，使1對軸力元件(20)於端部形成具有結構物之桿件上用於連結軸力消能裝置之連結板之厚度之開口(24)。 As shown in Figures 3 and 4, the axial force dissipating device (10) is composed of a long plate, and the axial force member (20) has a cross-sectional shape of a cross-shaped shape with a cross-sectional area in the middle. The smaller energy dissipating portion (21) has a connecting portion (22) having a large sectional area at both ends, and the energy dissipating portion at the center of the axial force element (20) is provided with a lateral projection of the same plane as the energy dissipating portion. The T-shaped convex plate (23) and the T-shaped convex plate (23) are used for assembling and fixing the axial force element, and have no effect of deformation and energy dissipation. The end opening width adjusting member (30) is installed between the pair of axial force members (20) aligned side by side, and is fixedly coupled with the non-dissipating portion of the axial force member (20), so that the pair of axial force members are fixed. (20) The opening width adjusting member (30) of different sizes can be installed to adjust the spacing width of the position of the connecting portion (22) to form an opening for the connecting plate on the structural member to be inserted. The link is fixed. After the pair of axial force members (20) are arranged side by side, at the position of the T-shaped convex plate (23) at the center, an end opening width adjusting member (30) is disposed between the pair of axial force members, and then bolted. The fixing is such that the pair of axial force members (20) form an opening (24) on the end of the rod having the structure for connecting the thickness of the web of the axial force dissipating device.
第4圖中圍束元件(40)為中空管件，可為圓管，或矩形管，或方管，將1對軸力元件(20)與端部開口寬度調整件(30)連結形成之組件設置於圍束元件(40)中，圍束元件(40)端部再以蓋板(50) 封閉固定，蓋板(50)設有配合1對軸力元件形狀之開孔，再以填充材(60)灌入填滿圍束元件(40)內部空間，並預留軸力元件(20)兩端產生軸向變形時所需之空間，待填充材(60)硬固後可包覆軸力元件(20)，完成軸力消能裝置(10)之組裝。 In Fig. 4, the bunching element (40) is a hollow tube member, which may be a round tube, or a rectangular tube, or a square tube, and a component formed by joining a pair of axial force members (20) and an end opening width adjusting member (30) Provided in the bundle element (40), the end of the bundle element (40) is further covered by a cover plate (50) Closed and fixed, the cover plate (50) is provided with an opening corresponding to the shape of the pair of axial force components, and then filled with the filling material (60) to fill the inner space of the surrounding beam component (40), and the axial force component is reserved (20) The space required for axial deformation at both ends is formed. After the filler (60) is hardened, the axial force component (20) can be covered to complete the assembly of the axial force dissipation device (10).
如第5圖所示為軸力消能裝置(10)之較佳型式，其中軸力元件(20)之斷面形狀為T字形。 As shown in Fig. 5, a preferred embodiment of the axial force dissipating device (10) is shown in which the axial force member (20) has a T-shaped cross section.
如第6圖與第7圖所示為軸力消能裝置(10)之較佳型式，1對軸力元件(20)之正中央位置之T字形凸板之間以端部開口寬度調整件(30)採焊接方式連結固定，使1對軸力元件(20)於端部形成具有結構物之桿件上用於連結軸力消能裝置之連結板之厚度之開口(24)。 As shown in Fig. 6 and Fig. 7, a preferred embodiment of the axial force dissipating device (10), the end opening width adjusting member between the T-shaped convex plates at the center position of the pair of axial force members (20) (30) The welding method is connected and fixed, and the pair of axial force members (20) are formed at the end portion with an opening (24) for connecting the thickness of the connecting plate of the axial force dissipating device on the rod having the structure.
如第8圖所示為軸力消能裝置(10)之較佳型式，於1對軸力元件之正中央位置T字形凸板(23)之間，與兩端連結部位置之間分別裝設端部開口寬度調整件(30)，再以焊接方式連結固定，使1對軸力元件(20)於端部形成具有結構物上連結板之厚度之開口(24)，連結部位置之端部開口寬度調整件(30)包覆於圍束元件(40)中而非外露於蓋板(50)，使軸力消能裝置(10)兩端外露處即為開口，不會增加外露於蓋板之元件長度，可減少材料之使用與增加軸力元件(20)之消能部(21)之配置。 As shown in Fig. 8, the preferred embodiment of the axial force dissipating device (10) is installed between the T-shaped convex plates (23) at the center position of the pair of axial force members and the positions of the connecting portions at both ends. The end opening width adjusting member (30) is further connected and fixed by welding so that the pair of axial force members (20) form an opening (24) having a thickness of the connecting plate on the structure at the end portion, and the end of the joint portion is located. The opening width adjusting member (30) is wrapped in the surrounding component (40) instead of being exposed to the cover plate (50), so that the exposed ends of the axial force dissipating device (10) are open, and the exposed portion is not increased. The length of the component of the cover reduces the use of the material and increases the configuration of the energy dissipating portion (21) of the axial force member (20).
如第9圖所示為軸力消能裝置(10)之較佳型式，於1對軸力元件(20)之兩端連結部位置之間分別裝設端部開口寬度調整件(30)，再以焊接方式連結固定，使1對軸力元件(20)於端部形成具 有結構物上連結板之厚度之開口(24)。 As shown in Fig. 9, a preferred embodiment of the axial force dissipating device (10) is provided with an end opening width adjusting member (30) between the positions of the connecting ends of the pair of axial force members (20), Then, the joints are fixed by welding, so that one pair of axial force members (20) are formed at the ends. There is an opening (24) for the thickness of the web on the structure.
如第10圖所示為軸力消能裝置(10)之較佳型式，其中軸力元件之連結部設有鉸接軸孔(25)，可使用鉸接之方式安裝於結構物上。 As shown in Fig. 10, a preferred embodiment of the axial force dissipating device (10) is provided, wherein the joint portion of the axial force member is provided with a hinge hole (25) which can be attached to the structure by means of a hinge.
如第11圖所示為軸力消能裝置(10)之較佳型式，其中端部開口寬度調整件(30)為平板開孔之型式，與軸力元件(20)為相互垂直之方式連結固定。 As shown in Fig. 11, a preferred embodiment of the axial force dissipating device (10) is characterized in that the end opening width adjusting member (30) is of a flat opening type and is connected to the axial force member (20) perpendicularly to each other. fixed.
如第12圖所示為軸力消能裝置(10)之較佳型式，端部開口寬度調整件(30)外圍面積大於圍束元件(40)外圍面積，圍束元件(40)為分離之兩段管材夾合端部開口寬度調整件(30)之方式焊接組合而成。 As shown in Fig. 12, a preferred embodiment of the axial force dissipating device (10), the peripheral area of the end opening width adjusting member (30) is larger than the peripheral area of the surrounding element (40), and the surrounding element (40) is separated. The two sections of pipe are welded and combined in such a manner that the end opening width adjusting member (30) is clamped.
如第13圖所示為軸力消能裝置(10)之安裝示意圖，軸力消能裝置(10)端部形成之開口***結構物桿件(70)上之連結板(71)中後，以焊接方式連結固定，完成軸力消能裝置(10)於結構物中之安裝。 Figure 13 is a schematic view showing the installation of the axial force dissipating device (10). After the opening formed at the end of the axial force dissipating device (10) is inserted into the connecting plate (71) on the structural member (70), The joint is fixed by welding to complete the installation of the axial force dissipation device (10) in the structure.
如第14圖與第15圖所示為軸力消能裝置(10)之較佳型式與安裝示意，軸力元件(20)之連結部設有配合連結板(71)厚度之嵌槽(80)，軸力消能裝置(10)可***結構物桿件(70)上之連結板(71)中後，以焊接方式連結固定，完成軸力消能裝置(10)於結構物中之安裝。 14 and 15 show the preferred type and installation of the axial force dissipating device (10). The connecting portion of the axial force member (20) is provided with a groove matching the thickness of the connecting plate (71) (80). The axial force dissipating device (10) can be inserted into the connecting plate (71) on the structural member (70), and then joined and fixed by welding to complete the installation of the axial force dissipating device (10) in the structure. .
如第16圖所示為軸力消能裝置(10)之安裝示意，軸力元件之斷面形狀為一字形，連結板(71)設有配合軸力元件之連結部 厚度之嵌槽(80)，軸力元件之連結部可橫向嵌入連結板(71)之嵌槽(80)中後，以焊接方式連結固定，完成軸力消能裝置(10)於結構物中之安裝。 As shown in Fig. 16, the axial force dissipating device (10) is mounted. The axial force element has a cross-sectional shape, and the connecting plate (71) is provided with a coupling portion for the axial force element. The thickness of the groove (80), the joint portion of the axial force element can be laterally embedded in the groove (80) of the connecting plate (71), and then welded and fixed to complete the axial force dissipation device (10) in the structure Installation.
如第17圖所示為軸力消能裝置(10)之安裝示意，軸力元件之斷面形狀為T字形，連結板(71)設有配合軸力元件之連結部厚度之嵌槽(80)，軸力元件之連結部可橫向嵌入連結板(71)之嵌槽(80)中後，以焊接方式連結固定，完成軸力消能裝置(10)於結構物中之安裝。 As shown in Fig. 17, the axial force dissipating device (10) is mounted. The axial force member has a T-shaped cross section, and the connecting plate (71) is provided with a fitting groove for the thickness of the joint portion of the axial force member. The joint portion of the axial force element can be laterally embedded in the groove (80) of the connecting plate (71), and then joined and fixed by welding to complete the installation of the axial force dissipating device (10) in the structure.
如第18圖所示為軸力消能裝置(10)之安裝示意，連結板(71)上設有塞焊孔(90)，使連結板(71)與軸力元件之連結部之間可藉由塞焊孔(90)來施做焊接給予連結固定。 As shown in Fig. 18, the axial force dissipating device (10) is mounted. The connecting plate (71) is provided with a plug welding hole (90), so that the connecting plate (71) and the connecting portion of the axial force member can be The joint is fixed by welding by means of a plug welding hole (90).
10‧‧‧軸力消能裝置 10‧‧‧Axial force dissipation device
20‧‧‧軸力元件 20‧‧‧Axial force components
21‧‧‧消能部 21‧‧‧ Energy Dissipation Department
22‧‧‧連結部 22‧‧‧Connecting Department
23‧‧‧凸板、T形凸板 23‧‧‧ convex plate, T-shaped convex plate
24‧‧‧連結板用開口 24‧‧‧ Openings for webs
30‧‧‧端部開口寬度調整件 30‧‧‧End opening width adjustment
40‧‧‧圍束元件 40‧‧‧Bundle elements
50‧‧‧蓋板 50‧‧‧ cover
60‧‧‧填充材 60‧‧‧Filling materials
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105102432A TWI599704B (en) | 2016-01-26 | 2016-01-26 | The axially loaded energy dissipation device. |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW105102432A TWI599704B (en) | 2016-01-26 | 2016-01-26 | The axially loaded energy dissipation device. |
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| Publication Number | Publication Date |
|---|---|
| TW201727016A TW201727016A (en) | 2017-08-01 |
| TWI599704B true TWI599704B (en) | 2017-09-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| TW105102432A TWI599704B (en) | 2016-01-26 | 2016-01-26 | The axially loaded energy dissipation device. |
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| Country | Link |
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| TW (1) | TWI599704B (en) |
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| Publication number | Publication date |
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| TW201727016A (en) | 2017-08-01 |
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