TW201116678A - Buckling restrained brace device and assembly method thereof - Google Patents

Abstract

A buckling restrained brace device, which is connected in segments, includes two first restraining modules and one connecting axial force unit. Each first restraining module includes a rigid first confinement unit and a first axial force member. The first axial force member has a first middle segment confined by the first confinement unit, and a first engagement segment and a second engagement segment connected to the first middle segment and exposed to the exterior. The first engagement segments of the first axial force members of the two first restraining modules are respectively connected to two locations of a steel structure, such that the second engagement segments of the first axial force members of the two first restraining modules are arranged with an interval and faced toward each other, and the connecting axial force unit is connected to the second engagement segments of the first axial force members of the two first restraining modules along the longitudinal direction of the first axial force members of the first restraining modules.

Description

201116678 VI. Description of the Invention: [Technical Field] The present invention relates to a buckling beam support device, and more particularly to a segmented connection buckling beam support device. [Prior Art] Buckling Restrained Braces (BRB) is an energy dissipating device installed outside the steel structure of a building. When external disturbances occur (especially for seismic disturbances), The buckling support device replaces the steel structure to withstand the shear force of the floor to avoid the damage of the steel structure and achieve energy dissipation. Referring to FIG. 1 , a conventional buckling beam support device U includes an axial force member 111 and a surrounding member 112 that is wrapped around the axial force member U1. The setback support device u is built on steel. When the bone structure u is, the two ends of the axial force member ill are respectively connected to the steel structure through a joint plate 12 u ^ because the axial force member lu of the buckling support device U is mostly steel, and the bundle member 112 is steel Or structural concrete, therefore, whether it is bulky or heavy, it is quite bulky and heavy, so it is desirable to make the buckling bundle: when the device 11 is placed between the two joint plates 12, not only the difficulty of the maintenance is high, but also - The steel structure of the building may not have the same 1G size. Therefore, corresponding to the steel t structure with a large difference in size and specifications, it is necessary to produce the buckling beam support device 不同i of different sizes. SUMMARY OF THE INVENTION Therefore, the object of the present invention is to provide a buckling beam support device capable of reducing the difficulty of assembly and assembly. 201116678 Another object of the present invention is to provide a frustum beam support device that can be applied to a steel structure of a plurality of different gauge sizes in a single gauge size. Therefore, the frustrating beam supporting device of the present invention comprises two first beam forming modules and a connecting axial force member, each first beam forming module comprising a first-wrap unit and a first structure having a rigid structure The first axial force member has a first intermediate portion covered by the first surrounding beam unit and a first joint portion and a second joint portion connected to the first intermediate portion and exposed The first joint portion of the first-axis force member of the bundle module is respectively connected to the two steel structures, so that the second joint portions of the first axial force members of the two first-beam modules are opposed to each other, and the Connecting the axial force member to connect the second joint portion of the first axial force member of the two first-beam modules along the length direction of the first axial force member of the first beam-forming module, and the other object of the present invention is to A method of assembling and arranging the above-mentioned frustrating beam slinging device is provided. Therefore, the assembly and arrangement method of the buckling beam support device of the present invention comprises the following steps: Step A: providing a two-beam system, each of the -beam modules is elongated and has a rigid number a bundle unit and a first axial force member partially covered by the first-wrap unit and exposed at both ends; Step B: respectively connecting the end of the first-axis force member of each of the first-beam modules The - steel structure 'adjacent to the other end of the first-axis force member of the first-beam module; and the step C. the pull-connecting suction member is connected along the length direction of the first axial force member 201116678 The first axial force member is adjacent to one end. Another assembly configuration method of the buckling beam support device of the present invention comprises the following steps: Step A: providing a two-phase spaced first beam module, each first module being elongated and having a rigid first surrounding unit and a first axial force member partially covered by the first surrounding unit and exposed at both ends; and the connecting axial force members are connected along the length of the first axial force members An end of the first axial force member adjacent to the first axis; and

Step C: respectively connecting one end of the first axial force member of each first bundle module to the one steel structure. Preferably, the connecting axial force member is connected to one end of the first axial force member in a manner of welding or screwing one or the other. Preferably, the female one-bundle module further includes a first side plate connected to the second joint portion, the connecting axial force member comprises: an elongated body: and two second side plates respectively connected to the two ends of the body, The second side plate of the connecting axial force is respectively connected with the first side plate of the two first beam forming modules; and the first beam forming module of the 5H 4 is connected. Preferably, the other side surface of each of the first side panels faces the second joint side facing the second joint portion, and the second side of each of the second side panels faces the body and the other side The board faces away from the body. Preferably, the strength of the connecting axial force member is greater than the stiffness of the first first axial force member. Preferably, the first axial force member and the connecting axial force member are steel materials. Preferably, the connecting axial force member is a hollow steel tube. Preferably, when the first joint portion of the first axial force member of the first bundle module is respectively connected to the steel structure, the second axial force member of the first bundle module is second The joints are adjacent to each other. Another object of the present invention is to provide a buckling beam support device suitable for use in a large steel structure. Therefore, the buckling beam supporting device comprises two first beam forming modules, two connecting axial force members and a second beam forming module. Each first bundle module includes a first-wrap unit having a rigid structure and a first axial force [the first axial force member has a first intermediate portion covered by the first-wound unit and the connection a first intermediate portion and an exposed first joint portion and a second joint portion, wherein the first joint portions are respectively connected to the steel structure at two places, the second joint portions are adjacent to each other, and each joint axial force is The piece is elongated and connected to the second joint along the length direction of the first axial force members, and the second bundle module includes a second bundle unit having a rigid structure and a second axial force. The second axial force member has a second intermediate portion covered by the second surrounding unit and two third engaging portions respectively connected to the second intermediate portion and exposed to the second surrounding unit The ends are connected to one ends of the two connecting shaft members that are not connected to the second joint portions. Preferably, the second beam module further includes a third side plate connected to the third joint portion, the connecting shaft force member includes an elongated body and a second side respectively connecting the two ends of the body The plate, each of the connecting axial force members is respectively connected to the third side plates of the second beam forming modules by the second side plates. Preferably, the 'every-first-dragon group includes - a first side 16 connected to the second joint, and the connecting axial members are respectively connected to the second side plate of the third side panel connected to the third side panel 201116678 Connected to the first side panels of the two first bundle modules. The utility model has the advantages that the frustration beam support device and the assembly and arrangement method thereof have the advantages that the frustum beam support branch device is connected in several stages, which can not only reduce the difficulty of assembly and configuration, but also can be applied to steel structures with different specifications and sizes. . The above and other technical contents, features and effects of the present invention will be apparent from the following detailed description of the preferred embodiments of the drawings. Before the present invention is described in detail, it is to be noted that in the following description, similar elements are denoted by the same reference numerals. Referring to FIG. 2, a first preferred embodiment of the frustrating beam support device of the present invention is used for connecting two places of a steel structure 13 of a building to absorb the energy generated by the vibration. First, in the present embodiment, In the example, the two parts of the steel structure 13 are pre-set with a joint plate 15 , and the buckling beam support device 201 is connected to the steel structure 13 透过 through the two joint plates 15 , and a more detailed description is that the setback is made. Both ends of the branch unit 2〇1 are butt-joined with the joint plate ,, and a connecting steel plate 81 is added to the joint τ and screwed and fixed by the screwing member from the top to the bottom. The buckling bundle support split 2 ι includes a second dying module 3 and a connecting axial force member 4, and the two _beam modules 3 are respectively connected to the two joint plates 15 of the steel structure 13, and The connecting axial force member 4 is disposed between the two first beam forming modules 3. Referring to Figures 3 and 4, each of the first beam modules 3 includes a first axial force member 31, a first-wrap unit 32, and a first side plate 33. In the present embodiment, the design of the first-axis force member 31 and the first-wound unit 32 is classified into a frustration support device of a single single core of the 201116678. The first axial member 31 is a steel material, and has a first intermediate portion 311, a first joint portion 312 and a second joint portion 313, and the first intermediate portion 3n is covered by the first bundle unit 32. And the first joint portion 312 is connected to the second interface. Ρ M3 is connected to the first intermediate section and exposed to the first bundle unit 32, and in the embodiment, the cross-sectional area of the first joint portion 312 along the longitudinal direction L of the vertical first axial force member is larger than that of the first intermediate section Vertical direction of the first axial force member 31! ^ The sectional area. Referring to FIG. 5, the first bunching unit 32 has a rigid structure and has a hardenable material 32 covering the first intermediate section 311. The hardenable material 321 is used to generate a radial beam force on the first intermediate section 311. In this implementation, it can be hardened (four) 3 = structural concrete layer, or epoxy resin. Preferably, the first bundle of the first bundle 32 has a hollow sleeve 322 'hollow sleeve 322 wrapped around the hardenable material 321 for reinforcing the bundle strength of the hardenable material 321 - the first side panel 33 is a flat plate, and the first side plate 33 is connected to the second joint portion 313 of the first-axis force member 31 of each of the first-beam module 3, and

The direction in which the first side plate 33 is disposed is perpendicular to the longitudinal direction L of the first axial force member 31 such that the side plate surface faces the second joint portion 313, and the other side plate surface faces away from the second joint portion 313. Preferably, the first beam module 3 further includes a plurality of stiffening steel plates 34 respectively disposed on the upper and lower sides of the second joint portion 3i3 for connecting the first side plates. Referring to Figures 3 and 6', the connecting axial force member 4 includes a long strip-shaped body q and two second side plates 42 respectively connected to the two ends of the body 41. The body of the body 4ι is strong 201116678: ^ffness) and strength (such as ringing) It is greater than the first stiffness and strength of the first beam module 3. In this embodiment, the body Μ is a middle connection, and the side plate 42 is a flat steel plate, and the direction of the arrangement is perpendicular to the length direction of the = axial force #4 and the one side of the plate faces the body, and the other side plate body: the body 41 ' However, referring to Fig. 7 and Fig. 8, the connecting axial force member 4 can be changed to a cross-sectional shape... a shape of a face tube or a double vertical and an I-shaped steel tube. The preferred embodiment of the frustration device and the assembly configuration method comprises the following steps: In this embodiment, it is a v-91, providing a two-beam system using the first beam module 3. Step 92: Connect each of the first bundle module 3::: to a steel structure (1) so that the two first bundle modules: the force member: the other end of the 31 member 31 face each other. In the present embodiment, the first 2 of the first axial force members 31 of the two second clamping modules 3 are connected to the two joint plates 15 and the first two are fixed. The first slabs 312 of the bundles 3 are respectively transmitted through the two joints σ, and the two axial members 313 of the two steel frame structures 13 and the two first beam modules 3 are reduced. Adjacent to each other. 妁第-joint

In step 93, a pair of red AAL connecting axial force members 4 are connected along the length of the first axial force member 31 in the length direction of the two first-axis u, which is between the use, the ten, and the end. In the present embodiment, the connecting axial force member 4 is used. In this step, the axial force member 彳 技 · · ^ 疋 疋 疋 疋 疋 疋 疋 疋 第一 第一 第一 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 313 The first-axis force member 31 of the bundle module 3 201116678 is connected by a joint pulling force member 4 «j., and it is worth noting that the force member 4 is connected along the first beam connecting shaft τ \ The longitudinal direction 313 of the axial force member 31. Two "partitions of the second joint portion of the two-beam assembly module 3 are attached. Another preferred embodiment of the assembly and arrangement method of the buckling beam support device 201 of the present invention is shown in FIG. The embodiment includes the following steps: · Providing a two-phase spaced first beam module in this step 94': Embodiment t is the aforementioned first beam module 3. Step 95, taking-connecting axial force The member 4 connects the adjacent ends of the two first axial force members 31 along the length of the first axial force member 31. In the present embodiment, the above-mentioned connecting axial force members 4 are used. Step 96, respectively, The first-axis force member 31 of the first-bundling module 3 is not connected to the end portion of the pumping member 4 and is connected to the steel structure 13. Thus, the frustum beam is supported. The supporting device 2〇1 is connected to two places of the steel structure 13 . In the present embodiment, the connecting axial force member 4 is connected to the first side plate 33 of the two first beam forming modules 3 through the two second side plates 42 respectively. Connecting the first two: the module 3, and by the arrangement of the stiffening steel plate 34, the connection between the first side plate 33 and the second side plate 42 is more stable, however, the first side plate μ and the second side plate 42 are for convenience. The connection is provided, and even if the first side plate 33 and the second side plate 42 are not directly connected to connect the axial force member 4 between the two first beam forming modules 3, the connecting axial force member 4 and the two first bundles can also be made. The module 3 is integrally connected to withstand an external force. The connection between the connecting axial force member 4 and the first joint portion 313 of the two first axial force members 31 is performed by welding, and 10 201116678 can be matched with the screw lock to increase the joint strength. Or other composite connection methods. Illustrated is 'refer to FIG. 12'. In this embodiment, the first intermediate section 311 of the first axial force member 31 may have a cross-sectional shape along the longitudinal direction of the first axial force member 31. For cruciform or other structures that can be balanced, etc. The first bundle unit 32 can also be replaced with a set of hollow sleeves 322 disposed outside the first intermediate section 311, and a plurality of ribs 323 abutting between the inner wall surface of the hollow sleeve 322 and the first intermediate section 31. .

As described above, since the two first bundle modules 3 are assembled and disposed in the steel structure 13, they need to be integrally connected through the connecting axial force members 4, so that the first bundle module 3 can be mass-produced at the time of manufacture. In a single size, when assembling and arranging the steel structures 13 of different sizes, the connecting shafts are required according to the distance between the second joint portions 313 of the first-axis force members 31 of the two first bundle modules 3 The length of the force #4 can be, so that the first bundle module 3 can be mass-produced into a single-size size in the manufacturing process, and then the length of the connecting axial force member 4 is determined to conform to the assembled configuration in the steel structure. 13 required length. Another feature of the present invention is that the buckling beam support device 2 is connected in several stages. Therefore, when one of the __ first beam system modules 3 or the connecting shaft force members 4 is too large due to the vibration force, When deforming or breaking, it is only necessary to replace: the part that is damaged, compared with the conventional structure as a whole: if it is broken, it must be removed as a whole, and the invention is relatively easy to maintain in terms of maintenance. Can reduce the cost of repair. As shown in FIG. 13 and FIG. 14 , a preferred embodiment of the buckling beam support device of the present invention, each of the buckling beam branching device 2G2 includes a second-201116678 bundle module 3' and a connecting shaft The force member 4, the first bundle module 3, is respectively connected to the two joint plates 15 of the steel structure 13, and the axial force member 4 is connected to the two first-beam modules 3. The difference between the second preferred embodiment and the first preferred embodiment is that the buckling beam support device 2〇2 is a single-tube dual-core buckling beam support device, and therefore, each first bundle module 3 The first intermediate portion 311 of the first axial force member has a cross-sectional shape as shown in FIG. 15, and a gap 7 is formed at the second joint portion 3U', and both ends of the joint axial force member 4 are flat. The rest of the configuration is the same as that of the first preferred embodiment. However, the cross-sectional shape of the first intermediate portion 311' is not limited to 15 or may be a cross-sectional shape as shown in FIG. 16 and the hollow sleeve 322, A ® ^ i 苌S Further, the hollow sleeve 322 may have other shapes such as a diamond shape or a regular hexagon shape and the like. The gap 7 is formed by the second joint portion 313. Therefore, the connection between the connecting axial force member 4' and the second joint portion 313 can be performed by a so-called plug-in connection, that is, the axial force is connected. In the gap 4 of the two first-bundle modules 3, and the two ends are respectively inserted into the gap 7 by the latching member, the through joint 4' and the second joint portion 313 are screwed and fixed. Therefore, the same effect as that of the first preferred embodiment can be achieved. As shown in FIG. ,, a third preferred yoke example of the buckling beam-making device of the present invention is provided. Frustration support device 2〇3 connection 4—D—Boulong group 3, two-bundle module 6′ Two first bundle modules 3 One end is connected to the steel structure 13 The axial force member 4 is connected, the first bundle The other end is respectively connected to the connecting member 4, the door P-beam and the group 6 are respectively connected between the two connecting shaft members, so that the two first-beam modules 3, the two connecting shaft members 4 and the second 12 are transmitted. The 201116678 bundle module 6 is connected to the body. The third preferred embodiment differs from the first preferred embodiment in that the two first bundle modules 3 are The two connecting shaft members 4 are connected to the second beam forming module 6, wherein the first beam forming module 3 and the connecting shaft force member 4 are as described above, and further, in the setback support device 203 Each of the joints is provided with a plurality of screw members 80' which are transversely threaded to the first side plate 33 and the second side plate 42 or the third side plate 63 and the second side plate 42. The connection of the crucibles is fixed so that the joints also have good tensile strength.

The second beam module 6 includes a second axial force member 61, a second surrounding bundle unit "° 62, two third side plates 63, and a plurality of stiffening steel plates 64. The second axial force member 61 has a second circumference. The second intermediate portion 6 601 covered by the bundle unit 62 and the third intermediate portion 63 612 ′ respectively connected to the second intermediate portion 611 and exposed to the second surrounding unit Μ are respectively connected to the third joint portion 63 612, the stiffening steel plate 64 is respectively disposed on the third joint portion 上下? upper and lower sides and is used for connecting the third side & 63, when the setback support device is assembled and configured, the second bundle module 6 The third joint portion 612 of the two-axis force member 63 is connected to the second side plate 42 of the second joint portion 313 by the two third side plates 63. The description of the remaining second bundle module 6 is also It can be the same as the first "bundling module 3, and the assembly method of the buckling support device 2 (3) is similar to the first preferred embodiment, and will not be described here. It is worth noting that the frustration beam is supported. The floor device 203 further includes a first-to-be-made bundle ^^^3 than the set-up support device 201. The axial force member 4 can be applied to a large steel structure, and the ten-sleeve sleeve 322 of the two first-beam module 3 of the set-up 203 is not limited to its cross-sectional shape 13 201116678 is a square or a circle The shape can also be a square shape of an old helmet and the other is a circular combination group 并且 and can achieve the same energy dissipation effect. In summary, the present invention provides a device for restraining the bundle 2G1. 2〇2 and 203 are connected in several stages, so the assembly configuration difficulty can be reduced and the steel structure can be applied to a plurality of different specifications. In addition, the present invention provides a 19-bend support device 201, 202 and 203. It is only necessary to change the break at the break of the Bianren, and it is also expected to be maintained in maintenance. Therefore, the above description is only for the preferred embodiment of the present invention, and cannot be limited thereto. The scope of the present invention, that is, the simple equivalent changes and modifications made by the present invention in the scope of the invention and the description of the invention are still within the scope of the present invention. Plan diagram, explaining the conventional knowledge The buckling beam support device is integrally formed; FIG. 2 is a plan view showing the first preferred embodiment of the frustration beam support device of the present invention; FIG. 3 is a side exploded view showing the buckling beam The supporting device is connected in several stages; Fig. 4 is a perspective view showing the inter-member segment of the first beam module. Fig. 5 is a schematic cross-sectional view showing the first section of the first axial force member; Figure 6 is a schematic cross-sectional view showing the connection of the axial force member 14 201116678 Figure 7 is a schematic cross-sectional view of the body; illustrating another aspect of the connection of the axial force member, illustrating another aspect of the connection of the axial force member Figure 8 is a cross-sectional view of the main body of the scraping surface; FIG. 9 is a flow chart showing the assembly method; FIG. 10 is a schematic view of a plan view; Interval adjacent

Figure 11 is a top plan view showing another assembly configuration method of the buckling beam pushing device; Figure 12 is a schematic cross-sectional view showing another first intermediate portion of the first axial force member; Figure 13 is A plan view showing a second preferred embodiment of the frustrating beam support device of the present invention; FIG. 14 is a side elevational view showing the frustum beam support device in a plurality of stages; FIG. 15 is a schematic cross-sectional view. The cross section of the first intermediate section of the first axial force member is illustrated; FIG. 16 is a schematic cross-sectional view showing another section of the first intermediate section of the first axial force member; and FIG. A third preferred embodiment of the invention is a frustrating beam support device. 15 201116678 [Explanation of main component symbols] 13 .........Steel structure 14 .........Steel bone 15 ......... joint plate 201 ... frustration beam Supporting device 202 ... frustrating beam supporting device 203 ... frustrating beam supporting device 3, 3 ' - first beam module 31, 3 第一. first axial force member 3 11 , 31 Γ first intermediate segment 312, 312' first joint portions 313, 313' second joint portions 32, 32'· first bundle unit 321 , 32 Γ hard solid material 322 , 322 ' hollow sleeve 323 . . . 33.........first side panel

34......... stiffening steel plate 4, 4, ···· Connecting the axial force member 41 ' 4Γ · Main body 42......... Second side plate 5Γ....... Locking bolt 6 ..... 2nd bundle module 61 .... 2nd axial force member 611 .... Second intermediate section 612. ...... third joint portion 62......... second bundle unit 63...... third side plate 64...... stiffened steel plate 7 .......... Clearance 80......... Screw lock 81......... Connecting steel plate 91 to 9 6 — Step 16

Claims (1)

201116678 VII. Patent application scope: 1. A frustration beam support device, which is suitable for being connected to two parts of a steel structure for energy dissipation, and the frustration beam support device comprises: a first bundle module Each first bundle module includes: a first bundle unit having a rigid structure; a first axial member having a first intermediate section covered by the first bundle unit and connecting the first a first joint portion and a second joint portion, wherein the first joint portion is used to connect the steel structure to two places, so that the second joint portions are adjacent to each other; and a connecting axial force member, The second joints are connected along the length direction of the first axial force members. 2. The buckling beam support device of claim 2, wherein each of the first beam forming modules further comprises a first side plate coupled to the second joint portion, the connecting axial force member comprising a long strip-shaped body and two second side plates respectively connected to the two ends of the main body, the connecting axial force members are connected to the first side plates of the two first bundle modules by the two first side plates to connect the first side plates A bundle of modules. 3. The buckling beam support device of claim 2, wherein one side plate surface of each first side plate faces the second joint portion and one side plate surface faces away from the second joint portion' each One side of the second side panel faces the other side of the body i facing away from the body. According to the frustum beam support device of claim 3, the stiffness and strength of the connecting axial force member are greater than the stiffness and strength of the first axial force member of the first beam forming module. The shackle support device of claim 4, wherein the first axial force member and the connecting axial force member are steel. 6. According to (4) the frustration beam reading device described in item 5 of the patent scope is such that the connecting axial force member is an empty steel pipe. 7. The buckling beam support device according to the fifth aspect of the invention, wherein the connecting axial force member is a steel pipe having a cross-sectional shape. 8. The device according to claim 5, wherein the connecting axial force member is a steel pipe with a double vertical cross and an I-shaped shape. 9. According to the patent scope The frustration bundle device according to any one of the preceding claims, wherein the first joint portion of the first shaft module of the first bundle module is respectively connected to the steel structure, The second joint portions of the first axial force members of the first ι bundle modules are adjacent to each other. The frustum bundle device according to claim 9, wherein the connecting axial force member connects the two second joint portions by welding or screwing one of them or composite use. According to the invention, the frustum beam support device according to the invention, wherein each of the first axial force members has a cross section of a cross shape, a cross shape and a τ shape. 2. A frustration support device adapted to be coupled to two places of a steel structure for dissipating energy, the buckling beam support device comprising: two first bundle modules, each first bundle molding The set includes: a first bunching unit having a rigid structure; a first axial force member having a first intermediate section of the 18 201116678 covered by the first surrounding unit and a first section connected to the first intermediate section and exposed a joint portion and a second joint portion, wherein the first joint portions are respectively connected to the steel structure at two places so that the second joint portions are adjacent to each other; the two joint shaft members are elongated and the connections are The second force portion is connected to the second joint portions along the length direction of the first axial force members; and a second bundle module includes: a first bundle unit having a rigid structure; and a second shaft a force member having a second t-segment covered by the second bundle unit and two third joints respectively connected to the second bundle and exposed to the second bundle unit The ends are connected to the ends of the two connecting shaft members that are not connected to the second joint portionsThe frustum bundle support device of claim 12, wherein the second bundle module further comprises a first side plate connected to the third joint portions. The second side plate is connected to the second side plate of the second beam module. The second side plate is connected to the third side plate of the second beam module. According to the frustration bundle device of claim 13, wherein each of the first bundle modules further includes a first side plate connected to the second joint portion, and the connecting shaft members are borrowed The second side panels that are not connected to the third side panel are respectively connected to the first side panels of the two first bundle modules. An assembly configuration method for a buckling beam support device, the assembly configuration method comprising the following steps: Step A: providing two first bundle modules, each of the first bundle modules being elongated and having a rigidity The first bundle unit and a portion of the first shaft member covered by the first bundle unit and the exposed ends of the 19; 201116678; * step B·· respectively the first of each first bundle module One end of the axial force member is connected to the steel structure such that the other ends of the first axial force members of the first beam assembly are adjacent; and the step C··takes a connecting axial force member along the first axis The length of the force member is connected to an end adjacent to the first axial force members. 16. The assembly method of the bundle support device according to item 15 of the patent scope of the patent application, wherein the joint axial force member is a steel material. 17. The assembly and configuration method of the buckling beam cutting device according to the scope of the patent application 帛16, wherein, in the step c, the connecting axial force member is welded or screwed, or used in combination The end of the two first axial force members is connected. The assembling and arranging method of the frustrating beam supporting device according to any one of claims 15 to 17, wherein in the step B, the first module is prepared The first joint portion of the first axial force member is respectively connected to the steel structure, and the second joint portions of the first shaft member of the first beam module are adjacent to each other. 19. The assembly configuration method of the frustration support device comprises the following (4): & assembly step A: providing a two-phase spaced first beam module, each first bundle module a long strip and having a rigid first-wrap and - partially covered by the first bundle unit and two ends at two ends; J-axis one step B: taking a continuous axial force along the glaze The length 20 201116678 is directionally connected to the adjacent end of the first axial force member; and step c. respectively connecting the first axial force member of each first bundle module to the end of the connecting axial force member Yu-Steel Village structure. 20. The assembling and disposing method of the buckling beam supporting device according to claim 9, wherein the connecting axial force member is a steel material. 21. According to the method of applying for a baffle bundle according to the second aspect of the patent application, and assembling and arranging the device, wherein in the step B, the connecting axial force member is welded and screwed. Or a composite raft is connected to the adjacent end of the two first axial members.