TWI439597B - Method of manufacturing thin - type buckling system - Google Patents
Method of manufacturing thin - type buckling system Download PDFInfo
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- TWI439597B TWI439597B TW99108880A TW99108880A TWI439597B TW I439597 B TWI439597 B TW I439597B TW 99108880 A TW99108880 A TW 99108880A TW 99108880 A TW99108880 A TW 99108880A TW I439597 B TWI439597 B TW I439597B
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Description
本發明是有關於一種挫屈束制支撐裝置的製造方法，特別是指一種薄型的挫屈束制支撐裝置的製造方法。The present invention relates to a method of manufacturing a buckling beam support device, and more particularly to a method of manufacturing a thin frustum beam support device.
目前在一建築物的鋼骨結構上，經常裝設一挫屈束制支撐裝置(Buckling Restrained Braces，簡稱BRB)，而其功用在於，當發生外在擾動(尤其為地震力擾動)時，挫屈束制支撐裝置會代替鋼骨結構先承受樓層之剪力，避免鋼骨結構受損，達成消能的效果。At present, a steel structure of a building is often equipped with a Buckling Restrained Braces (BRB), and its function is that when external disturbances occur (especially for seismic disturbances), The buckling support device replaces the steel structure to withstand the shearing force of the floor to avoid damage to the steel structure and achieve energy dissipation.
參閱圖1，為一種習知的挫屈束制支撐裝置1，挫屈束制支撐裝置1裝設在一鋼骨結構13的二接合板14之間，其包含一軸力構件11以及一包覆於軸力構件11外的圍束構件12，並且在裝設挫屈束制支撐裝置11時，藉由軸力構件11外露於圍束構件12的兩端分別搭接於接合板14而連接於鋼骨結構13。Referring to FIG. 1 , a conventional buckling beam support device 1 is mounted between two joint plates 14 of a steel structure 13 and includes an axial force member 11 and a cladding. The surrounding member 12 outside the axial force member 11 is attached to the joint plate 14 by the axial force member 11 exposed to the both ends of the surrounding member 12, respectively, when the buckling beam support device 11 is installed Steel structure 13.
然而，此類的挫屈束制支撐裝置1的結構，不論是體積或重量均相當可觀而較笨重，導致在使用上的不便。並且，習知的挫屈束制支撐裝置1的截面形狀為正方形或圓形，也就是說，挫屈束制支撐裝置1不論以哪一側面對應鋼骨結構13裝設，其所需的空間是固定的，以致於減少了鋼骨結構13所構成的室內空間。However, the structure of such a buckling restraint support device 1 is considerable and bulky regardless of its volume or weight, resulting in inconvenience in use. Moreover, the cross-sectional shape of the conventional buckling beam support device 1 is square or circular, that is, the space required for the buckling beam support device 1 regardless of which side corresponds to the steel structure 13 is required. It is fixed so as to reduce the indoor space formed by the steel structure 13.
有鑑於此，對於習知的挫屈束制支撐裝置1還有進一步改良設計的空間，以減少挫屈束制支撐裝置1所需的空間且又能保持消能的效果。In view of this, there is room for further improvement of the design of the conventional buckling support device 1 to reduce the space required for the buckling support device 1 while maintaining the energy dissipation effect.
因此，本發明之目的，在於提供一種薄型挫屈束制支撐裝置的製造方法。Accordingly, it is an object of the present invention to provide a method of manufacturing a thin frustum beam support device.
於是，本發明薄型挫屈束制支撐裝置的製造方法，包含下列步驟：步驟A：選取一適當尺寸的中空套管。步驟B：選取一呈板狀的軸力本體，並於軸力本體的兩端緣頂面與底面分別設置二第一板段及二第二板段，以做為一軸力構件，並且使第一板段與第二板段的外露端相互配合形成複數接合凹槽。步驟C：將軸力構件置入中空套管內，並使接合凹槽外露於中空套管。步驟D：填充可凝固為剛性結構的可硬固材料於中空套管內。Therefore, the manufacturing method of the thin frustum beam supporting device of the present invention comprises the following steps: Step A: selecting a hollow sleeve of an appropriate size. Step B: selecting a plate-shaped axial force body, and respectively providing two first plate segments and two second plate segments on the top surface and the bottom surface of the axial force body at both end edges, as an axial force member, and making A plate segment and the exposed end of the second plate segment cooperate to form a plurality of engagement grooves. Step C: The axial force member is placed in the hollow sleeve and the engagement groove is exposed to the hollow sleeve. Step D: filling a hardenable material that can be solidified into a rigid structure into the hollow casing.
本發明之另一目的，在於提供另一種薄型挫屈束制支撐裝置的製造方法。Another object of the present invention is to provide a method of manufacturing another thin frustum beam support device.
於是，本發明另一的薄型挫屈束制支撐裝置的製造方法，包含下列步驟：步驟A：選取一適當尺寸的中空套管。Therefore, another manufacturing method of the thin frustum beam supporting device of the present invention comprises the following steps: Step A: selecting a hollow sleeve of an appropriate size.
步驟B：提供一中間板以及尺寸長於中空套管與中間板的一第一板體及一第二板體，第一板體與第二板體的兩端緣設有一接合凹槽，並將第一板體與第二板體垂直地設於中間板的兩側以形成一軸力構件。步驟C：將軸力構件置入中空套管內，並且使第一板體與第二板體的兩端緣外露於中空套管。步驟D：填充可凝固為剛性結構的可硬固材料於中空套管內。Step B: providing an intermediate plate and a first plate body and a second plate body having a length longer than the hollow sleeve and the intermediate plate, wherein the first plate body and the second plate body are provided with an engaging groove at both end edges thereof, and The first plate body and the second plate body are vertically disposed on both sides of the intermediate plate to form an axial force member. Step C: placing the axial force member into the hollow sleeve, and exposing both end edges of the first plate body and the second plate body to the hollow sleeve. Step D: filling a hardenable material that can be solidified into a rigid structure into the hollow casing.
本發明之另一目的，在於提供又另一種薄型挫屈束制支撐裝置的製造方法。Another object of the present invention is to provide a method of fabricating yet another thin frustum beam support device.
於是，本發明又另一的薄型挫屈束制支撐裝置的製造方法，包含下列步驟：步驟A：選取一適當尺寸的中空套管。步驟B：選取尺寸長於中空套管的一第一板體及一第二板體，並於第一板體與第二板體的兩端緣分別形成一接合凹槽。步驟C：將第一板體與第二板體間隔地置於中空套管內，並使接合凹槽外露於中空套管。步驟D：填充可凝固為剛性結構的可硬固材料於中空套管內。Therefore, another manufacturing method of the thin frustum beam supporting device of the present invention comprises the following steps: Step A: selecting a hollow sleeve of an appropriate size. Step B: selecting a first plate body and a second plate body that are longer than the hollow sleeve, and forming an engagement groove at the two end edges of the first plate body and the second plate body respectively. Step C: The first plate body and the second plate body are placed in the hollow sleeve at intervals, and the joint groove is exposed to the hollow sleeve. Step D: filling a hardenable material that can be solidified into a rigid structure into the hollow casing.
本發明之另一目的，在於提供一種薄型挫屈束制支撐裝置的軸力構件。Another object of the present invention is to provide an axial force member of a thin frustum beam support device.
於是，本發明的軸力構件，是應用於一薄型挫屈束制支撐裝置，該挫屈束制支撐裝置用以連接於一鋼材結構的二接合板之間且包含一圍束構件，本發明軸力構件包含一軸力本體、二第一板件及二第二板件。軸力本體受該圍束構件包覆。兩第一板件分別連接該軸力本體兩端且外露於該圍束構件，該等一板件是與該等接合板呈垂直，並且形成一供該接合板置入的接合凹槽。兩第二板件分別與該等第一板件相間隔地連接該軸力本體兩端且外露於該圍束構件，該等二板件是與該等接合板呈垂直，並且形成另一供該接合板置入的接合凹槽。因此，該挫屈束制支撐裝置可藉由軸力構件的該等接合凹槽連接於鋼材結構的兩接合板之間。Thus, the axial force member of the present invention is applied to a thin frustum beam support device for connecting between two joint plates of a steel structure and comprising a bundle member, the present invention The axial force member comprises an axial force body, two first plates and two second plates. The axial force body is covered by the surrounding beam member. The two first plates are respectively connected to the two ends of the axial force body and exposed to the surrounding member, and the one plate members are perpendicular to the engaging plates and form an engaging groove for the engaging plate to be inserted. The two second plates are respectively connected to the two ends of the axial force body and are exposed to the surrounding member, and the two plates are perpendicular to the joint plates, and another one is formed. The engagement groove into which the joint plate is placed. Therefore, the buckling beam support device can be coupled between the two joint plates of the steel structure by the engaging grooves of the axial force member.
本發明之功效在於，薄型挫屈束制支撐裝置的製造方法是簡單省材的製造方法。再者，藉由軸力構件的結構設計，薄型挫屈束制支撐裝置能以設於兩端緣的接合凹槽接合於兩接合板之間，而達到消能的功用，並且整體為薄型結構可減少所佔據的空間。The effect of the present invention is that the manufacturing method of the thin frustum beam supporting device is a simple material saving manufacturing method. Furthermore, by the structural design of the axial force member, the thin frustum beam support device can be joined between the two joint plates by the joint grooves provided at the both end edges, thereby achieving the function of energy dissipation, and the overall thin structure Can reduce the space occupied.
有關本發明之前述及其他技術內容、特點與功效，在以下配合參考圖式之三個較佳實施例的詳細說明中，將可清楚的呈現。The above and other technical contents, features and advantages of the present invention will be apparent from the following detailed description of FIG.
在本發明被詳細描述之前，要注意的是，在以下的說明內容中，類似的元件是以相同的編號來表示。Before the present invention is described in detail, it is noted that in the following description, similar elements are denoted by the same reference numerals.
參閱圖2，為本發明薄型挫屈束制支撐裝置的軸力構件4之第一較佳實施例，挫屈束制支撐裝置201適於連接一鋼材結構的二接合板9之間而用以消能，挫屈束制支撐裝置201包含一圍束構件3及一軸力構件4，其中，軸力構件4設置於圍束構件3內並其兩端外露與兩接合板9相連接，詳細敘述如下。2 is a first preferred embodiment of the axial force member 4 of the thin frustum beam support device of the present invention. The buckling beam support device 201 is adapted to be coupled between two joint plates 9 of a steel structure for use. The energy dissipating and buckling beam supporting device 201 comprises a bunching member 3 and an axial force member 4, wherein the axial force member 4 is disposed in the surrounding member 3 and is exposed at both ends thereof to be connected with the two engaging plates 9. as follows.
參閱圖2~圖5，圍束構件3包括一剛性結構且供軸力構件4置入的中空套管31及一設置於中空套管31與軸力構件4之間的可硬固材料32，需說明的是，中空套管31的截面形狀呈長方形。Referring to FIGS. 2 to 5, the surrounding member 3 includes a rigid sleeve 31 into which the axial force member 4 is placed, and a hardenable material 32 disposed between the hollow sleeve 31 and the axial force member 4. It should be noted that the hollow sleeve 31 has a rectangular cross section.
參閱圖2~圖5，軸力構件4包括一呈板狀且受圍束構件3包覆的軸力本體41、二分別連接軸力本體41兩端緣且外露於圍束構件3的第一板件42及二分別與第一板件42相間隔地連接軸力本體41兩端緣且外露於圍束構件3的第二板件43。軸力本體41的兩端緣凸出於圍束構件3並具有一頂面411及一底面412，而每一第一板件42與每一第二板件43具有一直立地設置於軸力本體41端緣之頂面411的第一板段441及一直立地設置於軸力本體41端緣之底面412的第二板段442。值得注意的是，第一板段441與第二板段442的一端與軸力本體41相連接且受圍束構件3的包覆，而第一板段441與第二板段442的另一端凸出於圍束構件3與軸力本體41，使得相對應的第一板段441與第二板段442的外露端相配合形成一用以供接合板9置入的接合凹槽443。2 to 5, the axial force member 4 includes a shaft force body 41 which is plate-shaped and covered by the surrounding member 3, and two first ends which are respectively connected to both end edges of the axial force body 41 and exposed to the surrounding member 3. The plate members 42 and 2 are respectively connected to the first plate member 42 at intervals from both ends of the axial force body 41 and exposed to the second plate member 43 of the surrounding member 3. The two ends of the axial force body 41 protrude from the surrounding member 3 and have a top surface 411 and a bottom surface 412, and each of the first plate members 42 and each of the second plates 43 has an upright position on the axial force body. The first plate segment 441 of the top surface 411 of the end edge 41 and the second plate segment 442 are disposed vertically on the bottom surface 412 of the end edge of the axial force body 41. It should be noted that one end of the first plate segment 441 and the second plate segment 442 are connected to the axial force body 41 and covered by the surrounding member 3, and the other ends of the first plate segment 441 and the second plate segment 442 are The collar member 3 and the axial force body 41 are protruded such that the corresponding first plate segment 441 cooperates with the exposed end of the second plate segment 442 to form an engagement groove 443 for the engagement plate 9 to be inserted.
當挫屈束制支撐裝置201以接合凹槽443與兩接合板9相連接時，軸力本體41凸出圍束構件3的兩端緣分別與接合板9相向，並且，板狀的軸力本體41與接合板9呈水平狀態，而第一板件42與第二板件43的第一板段441與第二板段442分別與接合板9呈垂直狀態，再者，第一板段441與第二板段442連接於軸力本體41的一端頂抵中空套管31的內壁面。值得一提的是，中空套管31外型為長方型，使得整體的挫屈束制支撐裝置201為長方型體，也就是其長寬比大於1，故其體積薄於習知截面呈正方形或圓形的挫屈束制支撐裝置，如此一來，可減少挫屈束制支撐裝置201應用於鋼材結構時所佔據的空間。並且，藉由軸力構件4的結構設計，於挫屈束制支撐裝置201的兩端形成有成對的接合凹槽443，使得挫屈束制支撐裝置201能裝設於兩接合板9之間，而達到消能的目的。When the buckling beam supporting device 201 is coupled to the two engaging plates 9 by the engaging recesses 443, the axial force body 41 projects from both end edges of the surrounding member 3 to face the engaging plates 9, respectively, and the plate-like axial force The body 41 and the joint plate 9 are in a horizontal state, and the first plate member 441 and the second plate segment 442 of the first plate member 42 and the second plate member 43 are perpendicular to the joint plate 9 respectively, and further, the first plate segment One end of the 441 and the second plate section 442 connected to the axial force body 41 abuts against the inner wall surface of the hollow sleeve 31. It is worth mentioning that the hollow sleeve 31 has a rectangular shape, so that the overall frustum beam support device 201 is a rectangular parallelepiped, that is, its aspect ratio is greater than 1, so its volume is thinner than the conventional cross section. The square or round buckling beam support device can reduce the space occupied by the buckling beam support device 201 when applied to the steel structure. Moreover, by the structural design of the axial force member 4, a pair of engaging recesses 443 are formed at both ends of the buckling beam support device 201, so that the buckling beam support device 201 can be mounted on the two joint plates 9. Between, and to achieve the purpose of energy dissipation.
此外，軸力本體41分別於中空套管31的端緣處向內呈頸縮狀，如圖2所示；第一板段441與第二板段442連接於軸力本體41的一端呈角形，如圖3所示，藉此，增加挫屈束制支撐裝置201之結構在兩端的勁度(Stiffness)與強度(Strength)，以避免挫屈發生於與接合板9連接處，而使整體能均衡受力。In addition, the axial force body 41 is necked inwardly at the end edge of the hollow sleeve 31, as shown in FIG. 2; the first plate section 441 and the second plate section 442 are connected to the end of the axial force body 41 at an angle. As shown in FIG. 3, thereby increasing the stiffness and strength of the structure of the buckling support device 201 at both ends to prevent the occurrence of frustration from occurring at the joint with the joint plate 9, thereby making the whole Can balance the force.
參閱圖6，本發明挫屈束制支撐裝置201之製造方法的較佳實施例，包含以下步驟：Referring to Figure 6, a preferred embodiment of the method of manufacturing the buckling beam support device 201 of the present invention comprises the following steps:
步驟901：選取一適當尺寸的中空套管31，如圖7所示。在本實施例中，選取的中空套管31的材質為鋼材且呈長方型。Step 901: Select a hollow sleeve 31 of an appropriate size, as shown in FIG. In the present embodiment, the selected hollow sleeve 31 is made of steel and has a rectangular shape.
步驟902：選取一呈板狀的軸力本體41，並於軸力本體41的兩端緣頂面411與底面412分別設置二第一板段441及二第二板段442，以形成一軸力構件，並且使第一板段441與第二板段442的外露端相互配合形成複數接合凹槽443，如圖8所示。在本實施例中，藉由焊接將第一板段441與第二板段442直立地設置於軸力本體41的端緣，而軸力本體41、第一板段441與二第二板段442的材質亦為鋼材。Step 902: Select a plate-shaped axial force body 41, and provide two first plate segments 441 and two second plate segments 442 on the top surface 411 and the bottom surface 412 of the axial force body 41 to form an axial force. The member, and the exposed ends of the first plate segment 441 and the second plate segment 442 cooperate to form a plurality of engagement grooves 443, as shown in FIG. In this embodiment, the first plate segment 441 and the second plate segment 442 are disposed upright on the end edge of the axial force body 41 by welding, and the axial force body 41, the first plate segment 441 and the second second plate segment are assembled. The material of 442 is also steel.
步驟903：將軸力構件置入中空套管31內，並使接合凹槽443外露於中空套管31，如圖9所示。需說明的是，當軸力構件41置於中空套管31時，第一板段441與第二板段442相連於軸力本體41的一端頂抵於中空套管31的內壁面與軸力本體41之間，藉此達到穩固與強化結構性的目的。Step 903: The axial force member is placed in the hollow sleeve 31, and the engagement groove 443 is exposed to the hollow sleeve 31 as shown in FIG. It should be noted that when the axial force member 41 is placed on the hollow sleeve 31, the first plate segment 441 and the second plate segment 442 are connected to one end of the axial force body 41 against the inner wall surface of the hollow sleeve 31 and the axial force. Between the bodies 41, thereby achieving the purpose of stabilizing and strengthening the structure.
步驟904：填充可凝固為剛性結構的可硬固材料32於中空套管31內。在本實施例中，可硬固材料32為結構混凝土或是環氧樹脂。Step 904: filling the hardenable material 32 that can be solidified into a rigid structure into the hollow sleeve 31. In the present embodiment, the hardenable material 32 is structural concrete or epoxy.
因此，經由上述的步驟901~步驟904即可完成挫屈束制支撐裝置201，如圖9所示。而相較於習知的挫屈束制模組的製造方法，挫屈束制支撐裝置201的製造方法簡單省材且可使挫屈束制支撐裝置201達到薄型化的目的。Therefore, the frustrating beam supporting device 201 can be completed through the above steps 901 to 904, as shown in FIG. Compared with the conventional manufacturing method of the buckling beam forming module, the manufacturing method of the buckling beam supporting device 201 is simple and material-saving, and the frustrating beam supporting device 201 can be thinned.
參閱圖10，為本發明薄型挫屈束制支撐裝置的軸力構件6之第二較佳實施例，挫屈束制支撐裝置202適於連接一鋼材結構的二接合板9之間而用以消能，挫屈束制支撐裝置202包含一圍束構件5及一軸力構件6，其中，軸力構件6設置於圍束構件5內並其兩端外露與兩接合板9相連接。圍束構件5包括一剛性結構且供軸力構件6置入的中空套管51及一設置於中空套管51與軸力構件6之間的可硬固材料52。而第二較佳實施例與第一較佳實施例的差異在於軸力構件，詳細敘述如下。Referring to FIG. 10, a second preferred embodiment of the axial force member 6 of the thin frustum beam support device of the present invention is adapted to be coupled between two joint plates 9 of a steel structure for use. The energy dissipating, buckling beam support device 202 comprises a bunching member 5 and an axial force member 6, wherein the axial force member 6 is disposed in the surrounding member 5 and exposed at both ends thereof to be connected to the two engaging plates 9. The bunch member 5 includes a rigid sleeve 51 into which the axial force member 6 is placed and a hardenable material 52 disposed between the hollow sleeve 51 and the axial force member 6. The difference between the second preferred embodiment and the first preferred embodiment lies in the axial force member, which is described in detail below.
參閱圖10~圖13，軸力構件6包括一軸力本體61、二分別連接軸力本體61兩端緣且外露於圍束構件5的第一板件62及二分別與第一板件62相間隔地連接軸力本體61兩端緣且外露於圍束構件5的第二板件63。軸力本體61具有一受圍束構件5包覆的中間板611以及分別設於中間板611兩側且受圍束構件5包覆的一第一側板612及一第二側板613。中間板611的兩端緣凸出圍束構件5，而第一側板612與第二側板613分別與中間板611相垂直地連接，使得三者 的截面是呈倒H形，如圖13所示。並且，第一側板612一體成形地連接兩第一板件62，第二側板613一體成形地連接兩第二板件63，也就是說，第一側板612與兩第一板件62為一板體，而第二側板613與兩第二板件63為另一板體。第一板件62與第二板件63的外露端形成一供接合板9置入的接合凹槽642，並且，第一側板612與第二側板613於中空套管51的端緣是頂抵於中空套管51的內壁面。Referring to FIGS. 10-13, the axial force member 6 includes an axial force body 61, two first plate members 62 respectively connecting the two end edges of the axial force body 61 and exposed to the surrounding member 5, and two respectively corresponding to the first plate member 62. The second plate member 63 of the outer peripheral member of the axial force body 61 is spaced apart and exposed to the surrounding member 5. The axial force body 61 has an intermediate plate 611 covered by the surrounding member 5 and a first side plate 612 and a second side plate 613 respectively disposed on both sides of the intermediate plate 611 and covered by the surrounding member 5. Both ends of the intermediate plate 611 protrude from the surrounding member 5, and the first side plate 612 and the second side plate 613 are perpendicularly connected to the intermediate plate 611, respectively, so that the three The cross section is in an inverted H shape as shown in FIG. Moreover, the first side plate 612 integrally connects the two first plate members 62, and the second side plate 613 integrally connects the two second plate members 63. That is, the first side plate 612 and the two first plate members 62 are a plate. The second side plate 613 and the two second plate members 63 are the other plate body. The exposed end of the first plate member 62 and the second plate member 63 forms an engagement groove 642 into which the engagement plate 9 is placed, and the first side plate 612 and the second side plate 613 are offset from the end edge of the hollow sleeve 51. On the inner wall surface of the hollow sleeve 51.
須說明的是，於軸力構件6的結構上，第一板件62垂直軸力本體61長度方向的最大寬度大於第一側板612垂直軸力本體61長度方向的最大寬度，並且第一板件62與第一側板611相接處呈頸縮狀；第二板件63垂直軸力本體61長度方向的最大寬度大於第二側板613垂直軸力本體61長度方向的最大寬度，並且第二板件63與第二側板613相接處呈頸縮狀，藉此，增加挫屈束制支撐裝置202的結構在兩端的勁度與強度。較佳地，可藉由在軸力本體61的中間板611沿其長度方向形成有一貫孔641，以弱化軸力本體61的強度來達到整體能均衡受力的目的。It should be noted that, in the structure of the axial force member 6, the maximum width of the first plate member 62 in the longitudinal direction of the vertical axial force body 61 is greater than the maximum width of the longitudinal direction of the first side plate 612 vertical axial force body 61, and the first plate member 62 is neck-shaped at the junction with the first side plate 611; the maximum width of the second plate member 63 in the longitudinal direction of the vertical axial force body 61 is greater than the maximum width of the second side plate 613 in the longitudinal direction of the vertical axial force body 61, and the second plate member 63 is necked at the junction with the second side plate 613, thereby increasing the stiffness and strength of the structure of the buckling support device 202 at both ends. Preferably, a uniform hole 641 is formed along the longitudinal direction of the intermediate plate 611 of the axial force body 61 to weaken the strength of the axial force body 61 to achieve an overall balanced force.
參閱圖14，本發明挫屈束制支撐裝置202之製造方法的較佳實施例，包含以下步驟：Referring to Figure 14, a preferred embodiment of the method of manufacturing the buckling beam support device 202 of the present invention comprises the following steps:
步驟905：選取一適當尺寸的中空套管51，如圖15所示。在本實施例中，選取的中空套管51的材質為鋼材且呈長方型。Step 905: Select a properly sized hollow sleeve 51, as shown in FIG. In the present embodiment, the selected hollow sleeve 51 is made of steel and has a rectangular shape.
步驟906：提供一中間板611以及尺寸長於中空套管51與中間板611的一第一板體68及一第二板體69，第一板體 68與第二板體69的兩端緣設有一接合凹槽642，並將第一板體68與第二板體69垂直地設於中間板611的兩側以形成一軸力構件，如圖16所示。在本實施例中，中間板611、第一板體68與第二板體69的材質為鋼材且三者是藉焊接相連接，而第一板體68與第二板體69兩端緣的接合凹槽642是預先鑄造完成的。較佳地，透過預先鑄造於中間板611的中央處形成一沿中間板611長度方向的貫孔641。Step 906: providing an intermediate plate 611 and a first plate body 68 and a second plate body 69 having a length longer than the hollow sleeve 51 and the intermediate plate 611, the first plate body 68 and the two ends of the second plate 69 are provided with an engaging groove 642, and the first plate 68 and the second plate 69 are perpendicularly disposed on both sides of the intermediate plate 611 to form an axial force member, as shown in FIG. Shown. In this embodiment, the intermediate plate 611, the first plate body 68 and the second plate body 69 are made of steel and the three are connected by welding, and the first plate body 68 and the second plate body 69 are at both ends of the second plate body 69. The engagement groove 642 is pre-cast. Preferably, a through hole 641 along the longitudinal direction of the intermediate plate 611 is formed by casting in advance at the center of the intermediate plate 611.
步驟907：將軸力構件置入中空套管51內，並且使第一板體68與第二板體69的兩端緣外露於中空套管51。進一步設計，使第一板體68與第二板體69鄰近中空套管51的兩端緣能頂抵於中空套管51的內壁面。Step 907: The axial force member is placed in the hollow sleeve 51, and both end edges of the first plate body 68 and the second plate body 69 are exposed to the hollow sleeve 51. Further, the first plate body 68 and the second plate body 69 are adjacent to the inner wall surfaces of the hollow sleeve 51 adjacent to the two end edges of the hollow sleeve 51.
步驟908：填充可凝固為剛性結構的可硬固材料52於中空套管51內。如同第一較佳實施例的步驟904所述。Step 908: filling the hardenable material 52 that can be solidified into a rigid structure into the hollow sleeve 51. As described in step 904 of the first preferred embodiment.
因此，經由上述的步驟905~步驟908即可完成挫屈束制支撐裝置202，如圖17所示。並且，挫屈束制支撐裝置202的製造方法如第一較佳實施例之製造方法是簡單省材的。Therefore, the frustrating beam supporting device 202 can be completed through the above steps 905 to 908, as shown in FIG. Moreover, the manufacturing method of the buckling beam support device 202 is simple and material-saving as in the manufacturing method of the first preferred embodiment.
參閱圖18，為本發明薄型挫屈束制支撐裝置的軸力構件8之第三較佳實施例，挫屈束制支撐裝置203適於連接一鋼材結構的二接合板9之間而用以消能，挫屈束制支撐裝置203包含一圍束構件7及一軸力構件8，其中，軸力構件8設置於圍束構件7內並其兩端外露與兩接合板9相連接。圍束構件7包括一剛性結構且供軸力構件8置入的中空套管71及一設置於中空套管71與軸力構件8之間的可 硬固材料72。第三較佳實施例與第二較佳實施例的差異在於軸力構件，詳細敘述如下。Referring to Figure 18, a third preferred embodiment of the axial force member 8 of the thin frustum beam support device of the present invention is adapted to be coupled between two joint plates 9 of a steel structure for use. The energy dissipating, buckling beam supporting device 203 comprises a bunching member 7 and an axial force member 8, wherein the axial force member 8 is disposed in the surrounding member 7 and exposed at both ends thereof to be connected to the two engaging plates 9. The surrounding member 7 includes a rigid structure and a hollow sleeve 71 into which the axial force member 8 is placed, and a hollow sleeve 71 and the axial force member 8 Hard solid material 72. The difference between the third preferred embodiment and the second preferred embodiment lies in the axial force member, which is described in detail below.
參閱圖18~圖21，軸力構件8包括二分別連接軸力本體81兩端緣且外露於圍束構件7的第一板件82及二分別與第一板件82相間隔地連接軸力本體81兩端緣且外露於圍束構件7的第二板件83。軸力本體81具有一受圍束構件7包覆的第一側板811及一受圍束構件7包覆且與第一側板811相間隔的第二側板812。第一側板811一體成形地連接兩第一板件82，第二側板812一體成形地連接兩第二板件83，也就是說，第一側板811與兩第一板件82為一板體，而第二側板812與兩第二板件83為另一板體，並且兩者與接合板9呈垂直。第一板件82與第二板件83的外露端形成一供接合板9置入的接合凹槽841，並且，第一側板811與第二側板812於中空套管71的端緣是頂抵於中空套管71的內壁面。Referring to FIGS. 18-21, the axial force member 8 includes two first plates 82 that are respectively connected to the opposite ends of the axial force body 81 and exposed to the surrounding member 7, and two axial members that are spaced apart from the first plate 82, respectively. The two ends of the body 81 are exposed to the second plate member 83 of the surrounding member 7. The axial force body 81 has a first side plate 811 covered by the surrounding member 7 and a second side plate 812 covered by the surrounding member 7 and spaced apart from the first side plate 811. The first side plate 811 integrally connects the two first plate members 82, and the second side plate 812 integrally connects the two second plate members 83. That is, the first side plate 811 and the two first plate members 82 are a plate body. The second side plate 812 and the two second plate members 83 are the other plate body, and both are perpendicular to the joint plate 9. The exposed end of the first plate member 82 and the second plate member 83 forms an engaging recess 841 into which the engaging plate 9 is placed, and the first side plate 811 and the second side plate 812 are offset from the end edge of the hollow sleeve 71. On the inner wall surface of the hollow sleeve 71.
由上述可知，第三較佳實施例之軸力構件8與第二較佳實施例之軸力構件6的差異在於，軸力本體81僅包含第一側板811與第二側板812，其餘敘述與功效如同第二較佳實施例，故不再贅述。此外，值得一提的是，由於軸力本體81僅包含第一側板811與第二側板812，使得挫屈束制支撐裝置203整體能更加薄型化。As can be seen from the above, the difference between the axial force member 8 of the third preferred embodiment and the axial force member 6 of the second preferred embodiment is that the axial force body 81 includes only the first side plate 811 and the second side plate 812, and the rest is described. The effect is like the second preferred embodiment, so it will not be described again. In addition, it is worth mentioning that since the axial force body 81 includes only the first side plate 811 and the second side plate 812, the frustrating beam support device 203 as a whole can be made thinner.
參閱圖22，本發明挫屈束制支撐裝置203之製造方法的較佳實施例，包含以下步驟：Referring to Figure 22, a preferred embodiment of the method of manufacturing the buckling beam support device 203 of the present invention comprises the following steps:
步驟909：選取一適當尺寸的中空套管71，如圖23所示。在本實施例中，選取的中空套管51的材質為鋼材且呈長方型。Step 909: Select a properly sized hollow sleeve 71, as shown in FIG. In the present embodiment, the selected hollow sleeve 51 is made of steel and has a rectangular shape.
步驟910：選取尺寸長於中空套管71的一第一板體88及一第二板體89，並於第一板體88與第二板體89的兩端緣分別形成一接合凹槽841，如圖24所示。在本實施例中，第一板體88與第二板體89為鋼材，並且兩端的接合凹槽841預先鑄造完成的。Step 910: Select a first plate body 88 and a second plate body 89 that are longer than the hollow sleeve 71, and form an engagement groove 841 at the two end edges of the first plate body 88 and the second plate body 89, respectively. As shown in Figure 24. In the present embodiment, the first plate body 88 and the second plate body 89 are made of steel, and the engaging grooves 841 at both ends are pre-cast.
步驟911：將第一板體88與第二板體89間隔地置於中空套管71內，並使接合凹槽841外露於中空套管71。進一步設計，使第一板體88與該第二板體89鄰近中空套管71的兩端緣能頂抵於中空套管71的內壁面。Step 911: The first plate body 88 and the second plate body 89 are placed in the hollow sleeve 71 at intervals, and the engagement groove 841 is exposed to the hollow sleeve 71. Further, the first plate body 88 and the second plate body 89 are adjacent to the inner wall surfaces of the hollow sleeve 71 adjacent to the two end edges of the hollow sleeve 71.
步驟912：填充可凝固為剛性結構的可硬固材料72於中空套管71內。如同第一較佳實施例的步驟904所述。Step 912: Filling the hardenable material 72 that can be solidified into a rigid structure into the hollow sleeve 71. As described in step 904 of the first preferred embodiment.
因此，經由上述的步驟909~步驟912即可完成挫屈束制支撐裝置203，如圖25所示。並且，挫屈束制支撐裝置203的製造方法達到如第一較佳實施例之製造方法的功效。Therefore, the buckling beam support device 203 can be completed through the above steps 909 to 912, as shown in FIG. Also, the manufacturing method of the buckling beam support device 203 achieves the effects of the manufacturing method as the first preferred embodiment.
綜上所述，藉由本發明軸力構件4、6、8的結構設計，薄型挫屈束制支撐裝置201、202、203能以設於兩端緣的接合凹槽443、642、841接合於兩接合板9之間，而達到消能的功用，並且整體為薄型結構可減少所佔據的空間。再者，本發明薄型挫屈束制支撐裝置201、202、203的製造方法簡單省材，故確實能達成本發明之目的。In summary, by the structural design of the axial force members 4, 6, 8 of the present invention, the thin relief beam support devices 201, 202, 203 can be joined by the engagement grooves 443, 642, 841 provided at the both end edges. Between the two joint plates 9, the function of energy dissipation is achieved, and the overall thin structure can reduce the space occupied. Furthermore, the manufacturing method of the thin frustum beam supporting devices 201, 202, and 203 of the present invention is simple and material-saving, and the object of the present invention can be achieved.
惟以上所述者，僅為本發明之較佳實施例而已，當不能以此限定本發明實施之範圍，即大凡依本發明申請專利範圍及發明說明內容所作之簡單的等效變化與修飾，皆仍屬本發明專利涵蓋之範圍內。The above is only the preferred embodiment of the present invention, and the scope of the invention is not limited thereto, that is, the simple equivalent changes and modifications made by the scope of the invention and the description of the invention are All remain within the scope of the invention patent.
201‧‧‧挫屈束制支撐裝置201‧‧‧Settlement support device
202‧‧‧挫屈束制支撐裝置202‧‧‧Settlement support device
203‧‧‧挫屈束制支撐裝置203‧‧‧Settlement support device
3‧‧‧圍束構件3‧‧‧Bundle members
31‧‧‧中空套管31‧‧‧ hollow casing
32‧‧‧可硬固材料32‧‧‧hard solid materials
4‧‧‧軸力構件4‧‧‧Axial force members
41‧‧‧軸力本體41‧‧‧ Axis Force Ontology
411‧‧‧頂面411‧‧‧ top surface
412‧‧‧底面412‧‧‧ bottom
42‧‧‧第一板件42‧‧‧First board
43‧‧‧第二板件43‧‧‧Second board
441‧‧‧第一板段441‧‧‧ first board
442‧‧‧第二板段442‧‧‧Second board
443‧‧‧接合凹槽443‧‧‧ joint groove
5‧‧‧圍束構件5‧‧‧Bundle members
51‧‧‧中空套管51‧‧‧ hollow casing
52‧‧‧可硬固材料52‧‧‧hard solid materials
6‧‧‧軸力構件6‧‧‧Axial force members
61‧‧‧軸力本體61‧‧‧ Axis Force Ontology
611‧‧‧中間板611‧‧‧Intermediate board
612‧‧‧第一側板612‧‧‧First side panel
613‧‧‧第二側板613‧‧‧ second side panel
62‧‧‧第一板件62‧‧‧First board
63‧‧‧第二板件63‧‧‧Second board
641‧‧‧貫孔641‧‧‧through holes
642‧‧‧接合凹槽642‧‧‧ joint groove
68‧‧‧第一板體68‧‧‧First board
69‧‧‧第二板體69‧‧‧Second plate
7‧‧‧圍束構件7‧‧‧Bundle members
71‧‧‧中空套管71‧‧‧ hollow casing
72‧‧‧可硬固材料72‧‧‧hard solid material
8‧‧‧軸力構件8‧‧‧Axial force members
81‧‧‧軸力本體81‧‧‧ Axis Force Ontology
811‧‧‧第一側板811‧‧‧ first side panel
812‧‧‧第二側板812‧‧‧ second side panel
82‧‧‧第一板件82‧‧‧ first board
83‧‧‧第二板件83‧‧‧Second board
841‧‧‧接合凹槽841‧‧‧ joint groove
88‧‧‧第一板體88‧‧‧ first board
89‧‧‧第二板體89‧‧‧Second plate
9‧‧‧接合板9‧‧‧ joint plate
901~912‧‧‧步驟901~912‧‧‧Steps
圖1是一示意圖，說明習知的挫屈束制支撐裝置；Figure 1 is a schematic view showing a conventional buckling beam support device;
圖2是一側面示意圖，說明本發明薄型挫屈束制支撐裝置的軸力構件之第一較佳實施例；Figure 2 is a side elevational view showing a first preferred embodiment of the axial force member of the thin frustum beam support device of the present invention;
圖3是一另一角度的側面示意圖，以另一角度說明該挫屈束制支撐裝置；Figure 3 is a side elevational view of another angle, the frustum beam support device is illustrated from another angle;
圖4是一圖2中91-91剖面的示意圖；Figure 4 is a schematic view of a section 91-91 of Figure 2;
圖5是一圖2中92-92剖面的示意圖；Figure 5 is a schematic view of a section 92-92 of Figure 2;
圖6是一流程圖，說明本發明薄型挫屈束制支撐裝置之第一較佳實施例的製造方法；Figure 6 is a flow chart showing the manufacturing method of the first preferred embodiment of the thin frustum beam supporting device of the present invention;
圖7是一立體圖，說明該製造方法中的中空套管；Figure 7 is a perspective view showing the hollow sleeve in the manufacturing method;
圖8是一立體分解圖，說明該製造方法中的軸力構件；Figure 8 is an exploded perspective view showing the axial force member in the manufacturing method;
圖9是一立體圖，說明製造完成的該挫屈束制支撐裝置；Figure 9 is a perspective view showing the finished setback support device;
圖10是一側面示意圖，說明說明本發明薄型挫屈束制支撐裝置的軸力構件之第二較佳實施例；Figure 10 is a side elevational view showing a second preferred embodiment of the axial force member of the thin frustum beam support device of the present invention;
圖11是一另一角度的側面示意圖，以另一角度說明該挫屈束制支撐裝置；Figure 11 is a side elevational view of the other angle, illustrating the setback support device at another angle;
圖12是一圖10中93-93剖面的示意圖；Figure 12 is a schematic view of a section 93-93 of Figure 10;
圖13是一圖10中94-94剖面的示意圖；Figure 13 is a schematic view of a section 94-94 of Figure 10;
圖14是一流程圖，說明本發明薄型挫屈束制支撐裝置之第二較佳實施例的製造方法；圖15是一立體圖，說明該製造方法中的中空套管；圖16是一立體分解圖，說明該製造方法中的軸力構件；圖17是一立體圖，說明製造完成的該挫屈束制支撐裝置；圖18是一側面示意圖，說明說明本發明薄型挫屈束制支撐裝置的軸力構件之第三較佳實施例；圖19是一另一角度的側面示意圖，以另一角度說明該挫屈束制支撐裝置；圖20是一圖18中95-95剖面的示意圖；圖21是一圖18中96-96剖面的示意圖；圖22是一流程圖，說明本發明薄型挫屈束制支撐裝置之第三較佳實施例的製造方法；圖23是一立體圖，說明該製造方法中的中空套管；圖24是一立體分解圖，說明該製造方法中的軸力構件；及圖25是一立體圖，說明製造完成的該挫屈束制支撐裝置。Figure 14 is a flow chart showing a manufacturing method of a second preferred embodiment of the thin frustum beam supporting device of the present invention; Figure 15 is a perspective view showing the hollow sleeve in the manufacturing method; Figure 16 is a perspective exploded view Figure is a perspective view showing the axial force member in the manufacturing method; Fig. 17 is a perspective view showing the finished setback support device; Fig. 18 is a side view showing the shaft of the thin set buckling support device of the present invention A third preferred embodiment of the force member; Fig. 19 is a side elevational view of the other angle, illustrating the setback support device at another angle; Fig. 20 is a schematic view of a section 95-95 of Fig. 18; Fig. 21 Is a schematic view of a 96-96 cross-section in FIG. 18; FIG. 22 is a flow chart illustrating a manufacturing method of a third preferred embodiment of the thin frustum-beam supporting device of the present invention; and FIG. 23 is a perspective view illustrating the manufacturing method Fig. 24 is an exploded perspective view showing the axial force member in the manufacturing method; and Fig. 25 is a perspective view showing the manufacture of the setback support device.
901~904‧‧‧步驟901~904‧‧‧Steps
Claims (11)
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW99108880A TWI439597B (en) | 2010-03-25 | 2010-03-25 | Method of manufacturing thin - type buckling system |
| US12/817,547 US20110232221A1 (en) | 2010-03-25 | 2010-06-17 | Buckling restrained brace |
| JP2010141010A JP5167310B2 (en) | 2010-03-25 | 2010-06-21 | Buckling-restrained brace, core unit used therefor, and manufacturing method thereof |
| JP2012212656A JP5462334B2 (en) | 2010-03-25 | 2012-09-26 | Buckling-restrained brace, core unit used therefor, and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW99108880A TWI439597B (en) | 2010-03-25 | 2010-03-25 | Method of manufacturing thin - type buckling system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TW201132832A TW201132832A (en) | 2011-10-01 |
| TWI439597B true TWI439597B (en) | 2014-06-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW99108880A TWI439597B (en) | 2010-03-25 | 2010-03-25 | Method of manufacturing thin - type buckling system |
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| Country | Link |
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| TW (1) | TWI439597B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014167624A1 (en) * | 2013-04-08 | 2014-10-16 | 新日鉄住金エンジニアリング株式会社 | Buckling-restrained brace, and load-bearing structure provided therewith |
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2010
- 2010-03-25 TW TW99108880A patent/TWI439597B/en active
Also Published As
| Publication number | Publication date |
|---|---|
| TW201132832A (en) | 2011-10-01 |
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