TWM261523U - Assembled pure normal force flex binding and energy absorbing bracing structure - Google Patents

Description

M261523

4. Description of Creation (1) [Technical Field to which the New Type belongs] The energy dissipative brace of the buckling beam system can reduce vibration and reduce the creation. This creative system is related to an assembled pure axial force structure, especially a type capable of withstanding pure axial force. , Inclined braced structure for earthquake effects. [Prior art] (1) Traditional diagonal braces are locally frustrated when subjected to axial pressure, and their hysteresis curve shows that θ produces overall frustration and = the material does not fully exert its energy dissipation capacity; life, and contraction behavior , And = concentrated and broken. Over the years, earthquake engineering has been researched to improve the performance due to excessive stress and stress. First, personnel have begun to carry out restraint to restrain the buckling to support and replace it. The beam-supporting diagonal brace is made up of the main force-bearing sheet: the role of the uniform diagonal brace. The axial force (tensile force and pressure) of ^ is composed of the main force and the control unit. The diagonal support structure < = the main force unit is laterally supported by the tower, and the main force unit is on the shaft. The pressureless element is buckled under pressure. If ° intensity and ductility can be effectively developed = qu ', then the main force unit. Make full use of the energy dissipating capacity of steel. == How to explicitly control the effect of the main force table q I becomes a research \ text axis behavior and how it is currently seen. 2B. End and structure; material: regardless of any-type raft σ, it will cause oblique protection at this time ^ Λ = the joint of the material is still taken by rigid __ teeth again. Today's deflection and production · _

M261523 、 Instruction of creation (2) | Moment effect, it is easy to make the strong support of the diagonal brace under high axial pressure. In addition, the conventional buckling beam diagonal brace restraint reduces the catch and the steel breaking type occurs, due to this fixing method will appear The internal weight, the use of pure steel pipe f to make the main stress member locally buckling the risk of local buckling / fixed imbalance, and torsion I fork force member fully effective restraining effect. / Brother ’does n’t provide the Lord

b. Therefore, this creation is specifically aimed at improving the existing buckling * A points, and has developed a more effective, diagonal bracing element with diagonal missing braces. Sin and shock-resistant and easy to construct [new internally built-in | beam restraint I The main fixed cross-section is large for the pipe members to be assembled to produce buckling. The effect of plastic support, distribution method, and capacity] The main purpose is the diagonal support structure. The force unit is a steel structure of any size. Another purpose is to make it deformable under tension > Xiao Neng Improve the existing flexion to meet the earthquake resistance

This kind of assembly type pure axial force buckling t-unit and bundled unit, make it = 'and according to different force requirements, the cross section of the ^ section is more than the middle section surface. ^ Unit is a single or several sets =: stiffened steel T-force elements of truss and steel sheet members prevent the pivotal end of the diagonal brace from acting when it is compressed, so that the diagonal brace is full and its hysteresis curve is full, so as to reduce vibration and reduce seismic force: Missing, and the need to provide innovative armor services. M261523, Creation Instructions (3) Implementation] Please refer to the first to + gang ^ ^ restraint unit 2 to constitute the wound / mainly including the main force unit Bu Kong 31 and the rotatable three-way dentition, / 、 一The ends of the sides are respectively provided with a joint structure of a pivot joint, which is constituted by the influence of the pivot hole 3i and the three-way bearing 32-pure 钿; when the two beams and columns are connected, the bending moment and the secondary bending moment can be eliminated. Resulting in the buckling of the inclined building = free from bending and secondary damage. The decrease in the speed of X caused the premature buckling of the diagonal brace or the same description. The creation system can be filled with cement mortar, and all of them can be consistent: the rules and dissipative effects of scientific analysis or experimental evidence are more consistent. After the diagonal brace is forced to pass the machine ^ the human body invades the clear reliability. It is used to set :: m, the side of the pivot hole 31 are provided with -end sheet 4, 俾 ui, double-shaped main force members h ", 131, and ten in the single character illustration == pieces 12, 121, the double τ-type main force member is connected with the sheet 3 to fix the members 14 and 141), and at its end, the main is six or a diagonal brace that can exert an overall effect, of which the sheet 11 ;, The early main 70 receiving ΐίϊί, tied to the steel truss bundle structure 21 3 welded f solid 5 as a whole in a full-length interval, and then combined with pre-assembled members 2 1 5 and the main A ^, steel sheet Bundle members 2 1 4 and inner steel bundles are then assembled into component sets: East-made ~ Welding member abutting surfaces are welded to form a solid integrated component, fixed by sheet 3, 2 outer sleeves 211, 212 and Duanfan 4 and the end of the bundle In the control unit: the side / ^ type buckling beam energy dissipation inclined building structure ', and 1 J Su steel truss or steel sheet can provide the function of restraining side brace M261523

It can also be caused by the stiffening effect of the frames 213, 214, 215, or the partition plates 111, 112, to avoid local buckling of the main force member and the bundled outer tube 2n, 2 丨 2, and to tilt the overall compressive strength And shock resistance. The same as this creation, because the end plate 4 is fixed at the edge, therefore, the bearing unit of the restraint unit can be elastically selected as the limit of the traditional end joint according to the design strength or the use of the material, thereby improving the application of the section. Range $ configuration mode. In summary, compared with the conventional buckling beam bracing, this creation has the following advantages: (1) This change is a pure axial force dissipating brace. The operating principle and energy dissipation system are clear and reliable. % (2) The inside of the beam material element is integrated, which can greatly save the interface processing work, effectively eliminate the problems caused by the inaccurate interface processing, and ensure the stable quality of the maximum output of the stone bird. May month b. (3) Types made of pure steel, which have the following more: a. Light weight and long-term use of materials | quality bucket ... …, 鲢 or degraded b · Standard manufacturing, quality can be accurately controlled, and ordinary steel structure factories can complete production independently. Moreover, it does not require maintenance at a normal time. It can be disassembled and reinstalled if necessary, which is very portable. P check the inside (4) The end joints are not only simple in structure, but also reduce the amount of screws, making installation and construction quite easy. ’, Wang Shu and copper (5) No exposed material, beautiful appearance, it is a new type of complete quake

M261523

Page 261. Brief explanation of the drawings. Figure 1a is a front view of the first embodiment of the creation. Figure 1b is a top view of the first embodiment of the creation. Figure 1c is a sectional view along the line AA. Figure Id is a cross-sectional view of Figure la along BB. Figure 2a is a front view of the second embodiment of the creation. Figure 2b is a top view of the second embodiment of the creation. Figure 2c is along the line 2a. Sectional view of AA Figure 2d is Figure 2a Sectional view along BB Figure 3a is a front view of the third embodiment of the creation Figure 3b is a top view of the third embodiment of the creation 3c is 3a Fig. 3A is a sectional view taken along AA. Fig. 3d is a sectional view taken along BB. Fig. 4a is a front view of the fourth embodiment of the creation. Fig. 4b is a top view of the fourth embodiment of the creation. Fig. 4c Figure 4a is a sectional view along AA, Figure 4d is a sectional view along Figure BB, and Figure 4a is a front view of the fifth embodiment of the creation. Figure 5b is a top view of the fifth embodiment of the creation. Fig. 5c is a sectional view along AA in Fig. 5a, Fig. 5d is a sectional view along BB in Fig. 5a, and Fig. 6a is a front view of the sixth embodiment of the creation. Fig. 6b is this. Top view of the sixth embodiment of the creation. Figure 6c is a sectional view taken along A-A in Figure 6a. Figure 6d is a sectional view taken along B-B in Figure 6a.

M261523 Brief description of the diagram. Figure 7a is a front view of the seventh embodiment of the creation. Figure 7b is a top view of the seventh embodiment of the creation. Figure 7c is a sectional view taken along the line AA in Figure 7d. Fig. 7a is a cross-sectional view along BB. Fig. 8a is a front view of the eighth embodiment of the creation. Fig. 8b is an upper view of the eighth embodiment of the creation. Fig. 8d is a sectional view taken along BB in Fig. 8a. Fig. 9a is a front view of the ninth embodiment of the creation. Fig. 9b is a top view of the ninth embodiment of the creation. Fig. 10a is the creation. The tenth embodiment of the front view, the first Ob view is the tenth embodiment of the creation. The top view is the first view. Top view of an embodiment Figure 1 1c is a sectional view taken along line A-A in Figure 1 a. Figure 1 is a sectional view taken along line BB in Figure 1 a. Figure 12 is a twelfth figure in this creation. The front view of the embodiment No. 12b is the top view of the twelfth embodiment of the creation. No. 12c is the sectional view along the line AA. No. 12d is the sectional view along the line BB in FIG. 12a. 3 The picture shows the different types of embodiment of the creation. Symbol description: 1. The main force unit of the creation.

Page 12 M261523 Schematic description of π. Double-shaped main force-bearing member 111. Double-shaped main force-bearing member's stiffener 11 2. Double-shaped main force-bearing member's spacing sheet 12. Single font Main force member 1 2 1. Stiffener sheet of single-shaped main force member 1 3. Double T-shaped main force member 1 3 1. Expanded sheet of double T-shaped main force member 1 3 2. Double T Spacer plate of the main main force member 14. Cross main force member 141. Enlarged cross member of the main force member 2. The binding unit 2 of this creation 1. The side support member 2 of the binding unit 1 1. Square outer tube bundling member 2 1 2. Round outer tube bundling member 2 1 3. Internal stiffening steel street bundling member 2 1 4. Internal stiffening steel sheet bundling member 2 1 5. Internal steel bundling member 2 1 6. Filled concrete binding members 2 2. Sealing sheet of binding unit 3. Joint sheet 3 of this creation 1. Pivot hole 3 of joint sheet 3. Three-way bearing 3 3. Joining stiffener sheet 4. End sheet

Page 13 M261523 Schematic description 5.Sliding end cover sheet 6.Reserved space for compression space 7 βIsolation layer II ··

Claims (1)

M261523 Five application patent scope _ ____ __ 1. An assembled main force receiving unit with a beam and L-axis force buckling beam energy dissipation diagonal brace structure, mainly composed of open or closed = 70 =, where the main force The unit is an arbitrary shape. Its end cross section is more than a single- or double-symmetric cross-section of a steel member combined bundle unit, which is mainly composed of _, the section section is nested in the bundle unit; the soil, cement mortar or ^ Or several sets of official components, combined with internal filling concrete, to restrain the main receiver ^ Steel truss or steel sheet members are assembled into an outer frame to make the diagonal support under pressure or forest ^ 70, to prevent it from being affected Buckling failure occurs when the pressure is full, which greatly improves the effect that the slope can be stably lowered and the hysteresis curve is full of seismic forces. Deformation and energy dissipation ability to reduce vibration and reduction 2 · As in the patent application, energy dissipation diagonal brace structure, the assembled pure axial force buckling beam hole structure described in the complex, including plugs and bolts; The part adopts a rotatable pivot structure. The beams and columns are jointed. The backing plate, partition plate and three-way bearing joints are connected with 3 · Rushen Qing patent; energy dissipation diagonal support structure, in which the main force is described as Λ assembly type Pure axial force buckling and binding. The material strength of the middle & can be lower than that of the end :: 1% of the cross-sectional area is lower than or equal to the group 4. If the scope of the patent application, the system energy dissipation oblique #, structure, the Shu Xishu, the assembly type pure axial force buckling 枓, non-metallic material or metal and ::: the component can be 5. If the patent application scope of the second metal material is a bond. Material = can support the structure ^ Axial-buckling beam cross section and two-beam unit with any number of components can be any