Hybrid structure of steel sheet shear wall-wood frame capable of being recovered from earthquake and construction method therefor

Abstract

To provide a hybrid structure of steel sheet shear walls-wood frames that is made to decrease damage from an earthquake disaster of multiple high-rise wooden structure and can be recovered from an earthquake, and a construction method therefor.SOLUTION: A single-layer hybrid structure of steel sheet shear walls-wood frames includes a steel sheet shear wall 1, laminate lumber frames 2, a wooden floor slab 3, self-resetting shear dampers, shear connectors, post-tension unboned prestress reinforcements, and anchors. The self-resetting shear damper and the shear connector are used for connecting the steel sheet shear wall and the wooden floor slab, and the post-tension unboned prestress reinforcement is used for the steel sheet shear wall. The single-layer hybrid structure is aided to achieve further environmental protection and sustainable development in building structure by combining wood and steel materials as well as solving a difficult earthquake proof problem of developing a wood structure system to a high-rise by horizontal resistance performance of the steel sheet shear wall 1. In addition, since the single-layer hybrid structure uses large amounts of prefabricated members and the wood structure itself can be easily assembled and constructed, a construction speed of the whole structure improves greatly.SELECTED DRAWING: Figure 1

Description

Technical Field

[0001] The present invention relates to the field of architecture engineering, and particularly to a hybrid structure of a steel plate shear wall - wood frame that can be recovered after an earthquake and a construction method thereof.

Background Art

[0002] Wood structures have advantages such as being environmentally friendly, easy to assemble, and having high seismic resistance performance, so they are attracting more and more attention. However, conventional wood structures are often applied to low-rise buildings of 2 to 3 floors. At the current stage of high population density in China, it is difficult to meet the demand for land utilization rate. In order to make full use of the excellent performance of wood, it is necessary to urgently develop multi-high-rise wood structures and wood-concrete structure systems. However, in multi-high-rise wood structures, the lateral resistance performance is weak. According to the current seismic design code in China, the seismic countermeasure goals and design methods are respectively three-level countermeasures and two-stage design methods. Conventional pure wood structure systems resist seismic actions through the ductility of building materials and structural deformation, consume seismic energy, and ensure the safety of the main structure. Although the structure did not collapse after the earthquake, large residual deformations often occurred in the structure and components, increasing the difficulty and cost of repairing the structure after the earthquake. The steel-wood hybrid structure gives full play to the respective advantages of wood and steel, and its seismic resistance performance is greatly improved compared with pure wood structures. The steel-wood structure can develop into multi-high-rise and large-span structures. Furthermore, the degree of prefabrication of the steel-wood hybrid structure is high, which is in line with the concept of green buildings.

[0003] However, the recoverable functional characteristics in the seismic design of steel-wood hybrid seismic walls have not been well designed and realized. After an earthquake, large residual deformations occur in the steel frame and wood shear walls, making repair difficult. Patent CN105756217B provides a steel-wood hybrid seismic wall with self-recovery function after an earthquake. Using a friction damper, under a moderate or large earthquake, the shear force applied to the friction damper is greater than the slip shear force. The friction surface of the damper starts to slip and dissipates energy, which can significantly reduce the damage of the wood shear wall. The post-tensioning unbonded prestressed tendon is always in an elastic tension state. After an earthquake, the beam-column node returns to its initial state under the action of the prestressed tendon. The steel beam and steel column are basically not damaged, and the residual deformation of the structure is very small. The friction damper is not damaged by the earthquake action and does not need to be replaced after an earthquake. However, the friction damper only has an energy dissipation effect and does not have a self-recovery function, and the organic friction material in the friction damper may be damaged. The single horizontal bearing capacity of the seismic wall proposed in this patent is not high. When applied to a structural system, it may be necessary to arrange many such shear walls. The wood shear wall is prone to damage under the action of horizontal cyclic loading (Patent Document 1).

Prior Art Documents

Patent Documents

[0004]

Patent Document 1

Summary of the Invention

Problems to be Solved by the Invention

[0005] The object of the present invention is to provide a hybrid structure of a steel plate shear wall - wood frame that can reduce the earthquake damage of a multi - high - rise wooden structure and can be recovered after an earthquake, and its construction method, in order to overcome the defects existing in the above - mentioned prior art and solve the problem that the lateral resistance performance of a multi - high - rise pure wooden structure is insufficient. The present invention can fully exert the characteristics of two types of materials. In terms of architecture, the structural system can rationally utilize the building space. In addition to the distribution of shear walls in the lateral resistance system, the building separation of the laminated timber frame system is flexible. In terms of structure, the structural system can fully exert the advantages of the lateral resistance capacity of the steel plate shear wall structure and the load - bearing capacity of the laminated timber frame structure. Through reasonable design, the functions of both the lateral resistance system and the load - bearing system are separated, and each plays its role. Furthermore, the dampers between the two systems deform when many earthquakes occur and consume the earthquake input energy. Under the action of the design seismic intensity earthquake and rare earthquakes, the lateral resistance system consumes energy to resist the earthquake action. In this way, by fully utilizing the hierarchy and arrangement form of different structural members in the structural system, a two - stage strengthened force - bearing characteristic and a mechanism that can recover the function after an earthquake are formed for the whole structure, and the cost and difficulty of repairing the structure after an earthquake can be reduced.

Means for Solving the Problems

[0006] The object of the present invention can be achieved by the following technical solutions.

[0007] One of the present inventions provides a hybrid structure of a steel plate shear wall - wood frame that can be recovered after an earthquake, including a steel plate shear wall, a laminated timber frame, a wooden floor slab, a self - reset shear damper, a shear connector, a post - tensioned unbonded prestressed tendon, and an anchor. The steel plate shear wall includes steel beams, steel columns, and steel webs. The adjacent two - layer steel columns are connected by bolts or welding. The post - tensioned unbonded prestressed tendon penetrates through the steel beam and is fixed on the steel column by an anchor. The wooden floor slab is connected to the steel plate shear wall by a self - reset shear damper and a shear connector. The laminated timber frame is connected to the wooden floor slab.

[0008] Furthermore, both the upper and lower sides of the steel web are connected to the steel beam, and both the left and right sides are connected to the steel column. The steel web is connected to the steel beam and the steel column by welding or bolts.

[0009] Furthermore, notches are left at the four corners of the steel web.

[0010] Furthermore, the steel column is connected to a shear steel plate, a shear steel plate oval hole is provided in the shear steel plate, a first steel beam bolt hole is provided at the end of the connection side of the steel beam and the steel column, and the steel beam bolt passes through the shear steel plate oval hole and the first steel beam bolt hole to connect the shear steel plate and the steel beam.

[0011] Furthermore, a second steel beam bolt hole and a steel beam rectangular hole are provided in the steel beam. The self - resetting shear damper includes a first friction steel plate, a second friction steel plate, a compression spring, a steel floor plate, a damper bolt, and a pressure - resistant steel block. A friction steel plate oval hole is provided in the first friction steel plate, a friction steel plate bolt hole is provided in the second friction steel plate, a steel floor plate bolt hole is provided in the steel floor plate, and the damper bolt passes through the steel floor plate bolt hole, the compression spring, the friction steel plate bolt hole, the friction steel plate oval hole and is fixed to the second steel beam bolt hole.

[0012] Furthermore, the first friction steel plate, the second friction steel plate, the compression spring, and the steel floor plate are symmetrically arranged on both sides of the steel beam.

[0013] Furthermore, a self - tapping screw hole and a shear connector bolt are provided in the shear connector. The shear connector is connected to the wooden floor slab by the self - tapping screw hole and the self - tapping screw, and the shear connector is connected to the first friction steel plate of the self - resetting shear damper by the shear connector bolt.

[0014] Furthermore, the glued laminated timber frame includes wooden beams, wooden columns, and node steel plates. Wooden beam steel plate grooves and wooden beam bolt holes are provided on the wooden beams, wooden column steel plate grooves and wooden column bolt holes are provided on the wooden columns. The wooden beam bolt holes are connected to the node steel plates by wooden beam bolts, and the wooden column bolt holes are connected to the node steel plates by wooden column bolts. The wooden floor slab 3 and the wooden beam 21 are connected in an overlapping joint manner.

[0015] Furthermore, two adjacent layers of glued laminated timber frames are bolt-connected by the node steel plates.

[0016] Furthermore, the node steel plate is in an "L" shape, node steel plate bolt holes are provided on the node steel plate, and three sets of node steel plate bolt holes are installed and connected in accordance with the bolt holes on the wooden columns at both ends in the vertical direction and the wooden beam in the horizontal direction respectively.

[0017] Furthermore, the post-tensioned unbonded prestressed tendon selects any one of prestressed steel wire, prestressed steel wire bundle, prestressed finished rolled threaded steel, or prestressed FRP tendon.

[0018] Furthermore, the anchor selects any one of a support type anchor, a tapered plug type anchor, a clip type anchor, and a grip type anchor.

[0019] The second of the present invention provides a construction method for a hybrid structure of a steel plate shear wall-wood frame that can be recovered after an earthquake. Building the steel plate shear wall: connecting the steel web to the steel beam and steel column by welding or bolts, leaving notches at the four corners of the steel web, welding the shear steel plate to the steel column, leaving shear steel plate oval holes on the shear steel plate, providing first steel beam bolt holes at the ends of the steel beam, passing the steel beam bolts through the shear steel plate oval holes and the first steel beam bolt holes to connect the shear steel plate and the steel beam, passing the post-tensioned unbonded prestressed tendon through the steel beam and fixing it with an anchor on the steel column to obtain the steel plate shear wall in step S1. Assembly onto the glued laminated timber frame: connecting the horizontal wooden beams and the node steel plates with wooden beam bolts, connecting the two vertical wooden columns and the node steel plates with wooden column bolts, and obtaining the glued laminated timber frame after completion, which is step S2; Installing the self - returning shear damper: sequentially passing the damper bolts through the steel floor plate bolt holes, the compression springs, the friction steel plate bolt holes and the friction steel plate oval holes and fixing them to the second steel beam bolt holes to obtain the self - returning shear damper, symmetrically arranging the self - returning shear dampers along both sides of the steel beam, passing the pressure - resistant steel blocks through the steel beam rectangular holes and inserting them into the friction steel plate rectangular grooves on the first friction steel plates on both sides, which is step S3; Overall assembly: lifting and installing the wooden floor slab between the steel plate shear wall and the glued laminated timber frame, connecting the shear connectors to the wooden floor slab by self - tapping screw holes and self - tapping screws, connecting the first friction steel plates of the shear connectors and the self - returning shear dampers with shear connector bolts, connecting the wooden floor slab to the steel plate shear wall by the self - returning shear dampers and the shear connectors, then connecting the vertically installed glued laminated timber frame to the horizontally installed wooden floor slab, connecting the members to form a whole, building layer by layer to complete the construction of the whole structure, which is step S4, and it includes these steps.

Advantages of the Invention

[0020] Compared with the prior art, the present invention has the following advantages. (1) The present invention introduces a steel plate shear wall into the wooden structure, greatly improving the lateral resistance performance of the structure. In the hybrid structure system of the steel plate shear wall - wooden frame, most of the lateral forces are borne by the steel plate shear wall, reducing the destruction of the wooden structure part. (2) The present invention has a high shock absorption effect and excellent seismic performance. Under small earthquakes, the steel plate shear wall has good lateral resistance rigidity and can resist horizontal seismic shear forces. Under medium or large earthquakes, the steel plate shear wall can bear most of the lateral forces. At the same time, the self - returning shear dampers between the steel plate shear wall and the glued laminated timber frame deform to fully play the role of energy consumption and shock absorption. (3) The present invention has a self - restoring function, with a structure that is easy to repair after an earthquake, significantly reducing the repair cost. Under a moderate earthquake or a major earthquake, the steel plates of the self - restoring shear damper consume energy through mutual friction, effectively controlling the deformation of the steel plate shear wall and significantly reducing the damage of the steel plate shear wall. The post - tensioned unbonded prestressed tendons on the edge beams of the steel plate shear wall are always in an elastic tension state. Under the action of the prestressed tendons, the structure returns to its initial state, and the residual deformation of the structure is very small. When the self - restoring shear damper maintains its elasticity under earthquake action without irreversible deformation or damage, it can withstand multiple earthquake actions. (4) The present invention adopts a large number of prefabricated members. Coupled with the ease of construction of the wooden structure itself, it greatly improves the construction speed and progress of the structure, conforms to the development trend of building industrialization, and has great prospects in actual engineering applications.

Brief Description of the Drawings

[0021]

Figure 1

Figure 2

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Figure 8

BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the drawings in the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. The components of the embodiments of the present invention generally described and illustrated in the drawings of this specification can be arranged and designed in various different configurations.

[0023] Therefore, the following detailed description of the embodiments of the present invention provided in the drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative efforts belong to the technical scope of the present invention.

[0024] In the description of the embodiments of the present invention, it should be understood that the orientation or positional relationship indicated by terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. is the orientation or positional relationship shown based on the drawings, or the orientation or positional relationship in which the product of the present invention is usually placed when in use, or the orientation or positional relationship commonly recognized by those skilled in the art. It is only for the purpose of explaining the present invention and simplifying the description, and does not indicate or imply that the indicated device or element must have a specific orientation, or be configured or operated in a specific orientation. Therefore, it should not be understood as limiting the present invention. Those skilled in the art can understand the specific meaning of the above terms in the present invention according to specific situations.

[0025] Embodiment 1 As shown in Fig. 1, this embodiment provides a hybrid structure of a single-layer post-earthquake recoverable steel plate shear wall-wood frame. As shown in Fig. 2, the single-layer structure includes a steel plate shear wall 1, a laminated wood frame 2, a wooden floor slab 3, a self-centering shear damper 4, a shear connector 5, a post-tensioned unbonded prestressed tendon 6, and an anchor 7. The horizontally installed wooden floor slab 3 is fixedly connected to the vertically installed steel plate shear wall 1 by two symmetrically installed sets of self-centering shear dampers 4 and shear connectors 5. The laminated wood frame 2 is connected to the wooden floor slab 3.

[0026] As shown in Fig. 3, the steel plate shear wall 1 includes steel beams 11, steel columns 12, and a steel web 13. Both the upper and lower sides of the steel web 13 are connected to the steel beams 11, and both the left and right sides are connected to the steel columns 12. The steel web 13 is connected to the steel beams 11 and steel columns 12 by welding or bolts. The post-tensioned unbonded prestressed tendon 6 penetrates through the steel beam 11 and is fixedly connected to the steel column 12 by an anchor 7. Notches 131 are provided at the four corners of the steel web 13.

[0027] As shown in Fig. 4, the steel column 12 is connected to a shear steel plate 14. A shear steel plate oval hole 141 is provided in the shear steel plate 14. A first steel beam bolt hole 111 is provided at the end of the connection side of the steel beam 11 and the steel column 12. The steel beam bolt 15 penetrates through the shear steel plate oval hole 141 and the first steel beam bolt hole 111 to connect the shear steel plate 14 and the steel beam 11.

[0028] As shown in Fig. 5, the laminated wood frame 2 includes wood beams 21, wood columns 22, and an "L"-shaped node steel plate 23. A wood beam steel plate groove 211 and a wood beam bolt hole 212 are provided in the wood beam 21. A wood column steel plate groove 221 and a wood column bolt hole 222 are provided in the wood column 22.

[0029] Here, the wooden beam bolt hole 212 is connected to the node steel plate 23 by the wooden beam bolt 213, and the wooden column bolt hole 222 is connected to the node steel plate 23 by the wooden column bolt 223. Node steel plate bolt holes 231 are provided in the node steel plate 23, and three sets of node steel plate bolt holes 231 are installed, which are respectively connected in accordance with the bolt holes on the wooden columns at both ends in the vertical direction and the wooden beam in the horizontal direction.

[0030] As shown in FIGS. 6 and 7, the self - resetting shear damper 4 includes a first friction steel plate 41, a second friction steel plate 42, a compression spring 43, a steel floor plate 44, a damper bolt 45, and a pressure - resistant steel block 46.

[0031] Here, a friction steel plate oval hole 411 and a friction steel plate rectangular groove 412 are provided in the first friction steel plate 41, a friction steel plate bolt hole 421 is provided in the second friction steel plate 42, and a steel floor plate bolt hole 441 is provided in the steel floor plate 44. The damper bolt 45 is composed of a damper screw 451 and a damper nut 452. The damper screw 451 sequentially penetrates through the steel floor plate bolt hole 441, the compression spring 43, the friction steel plate bolt hole 421, and the friction steel plate oval hole 411, and is fixedly connected to the second steel beam bolt hole 112.

[0032] Here, the pressure - resistant steel block 46 penetrates through the steel beam rectangular hole 113 and is inserted into the friction steel plate rectangular grooves 412 on the first friction steel plates 41 on both sides.

[0033] As shown in FIG. 8, a self - tapping screw hole 51 and a shear connector bolt 52 are provided in the shear connector 5. The shear connector 5 is connected to the wooden floor slab 3 by the self - tapping screw hole 51 and self - tapping screws. The first friction steel plate 41 of the shear connector 5 and the self - resetting shear damper 4 is connected by the shear connector bolt 52.

[0034] Embodiment 2 This embodiment provides a construction method for a hybrid structure of a steel plate shear wall - wooden frame that can be restored after an earthquake. Building the steel plate shear wall 1: Connect the steel web 13 to the steel beam 11 and the steel column 12 by welding or bolts, leaving notches 131 at the four corners of the steel web 13, weld the shear steel plate 14 to the steel column 12, leaving the shear steel plate oval hole 141 in the shear steel plate 14, provide the first steel beam bolt hole 111 at the end of the steel beam 11, and let the steel beam bolt 15 pass through the shear steel plate oval hole 141 and the first steel beam bolt hole 111 to connect the shear steel plate 14 and the steel beam 11. Pass the post-tensioned unbonded prestressed tendon 6 through the steel beam 11 and fix it on the steel column 12 with the anchor 7 to obtain the steel plate shear wall 1 in step S1, Assembling the laminated wood frame 2: Connect the horizontal wooden beams 21 and the node steel plates 23 with the wooden beam bolts 213, and connect the two vertical wooden columns 22 and the node steel plates 23 with the wooden column bolts 223. After completion, obtain the laminated wood frame 2 in step S2, Installing the self-return shear damper 4: Pass the damper bolt 45 through the steel floor plate bolt hole 441, the compression spring 43, the friction steel plate bolt hole 421, and the friction steel plate oval hole 411 in sequence and fix it to the second steel beam bolt hole 112 to obtain the self-return shear damper 4. Arrange the self-return shear damper 4 symmetrically along both sides of the steel beam 11. Pass the pressure-resistant steel block 46 through the steel beam rectangular hole 113 and insert it into the friction steel plate rectangular groove 412 on the first friction steel plates 41 on both sides in step S3, Overall assembly: Lift and install the wooden floor slab 3 between the above-mentioned steel plate shear wall 1 and the laminated wood frame 2. Connect the shear connector 5 to the wooden floor slab 3 by self-tapping screw holes 51 and self-tapping screws. Connect the shear connector 5 and the first friction steel plate 41 of the above-mentioned self-return shear damper 4 with the shear connector bolt 52. Connect the wooden floor slab 3 to the steel plate shear wall 1 by the self-return shear damper 4 and the shear connector 5. Next, connect the vertically installed laminated wood frame 2 to the horizontally installed wooden floor slab 3, connect the members to form a whole, build layer by layer, and complete the construction of the entire structure in step S4, including.

[0035] The preferred embodiments of the present invention have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes based on the concept of the present invention without the need for creative labor. Therefore, any technical solutions obtained by those skilled in the art through logical analysis, inference, or limited experiments based on the concept of the present invention should all fall within the protection scope defined by the claims.

Explanation of Reference Numerals

[0036] 1 Steel plate shear wall 11 Steel beam 111 First steel beam bolt hole 112 Second steel beam bolt hole 113 Steel beam rectangular hole 12 Steel column 13 Steel web 131 Notch 14 Shear steel plate 141 Shear steel plate oval hole 15 Steel beam bolt 2 Glulam frame 21 Wooden beam 211 Wooden beam steel plate groove 212 Wooden beam bolt hole 213 Wooden beam bolt 22 Wooden column 221 Wooden column steel plate groove 222 Wooden column bolt hole 223 Wooden column bolt 23 Node steel plate 231 Node steel plate bolt hole 3 Wooden floor slab 4 Self - resetting shear damper 41 First friction steel plate 411 Friction steel plate oval hole 412 Friction steel plate rectangular groove 42 Second friction steel plate 421 Friction steel plate bolt hole 43 Compression spring 44 Steel floor plate 441 Steel floor plate bolt hole 45 Damper bolt 451 Damper screw 452 Damper Nut 46 Pressure-resistant Steel Block 5 Shear Connector 51 Self-tapping Screw Hole 52 Shear Connector Bolt 6 Post-tensioning Unbonded Prestressed Bar 7 Anchor

Claims

1. A steel plate shear wall (1), a laminated wood frame (2), a wooden floor slab (3), a self - returning shear damper (4), a shear connector (5), a post - tensioned unbonded prestressed tendon (6) and an anchor (7), wherein the steel plate shear wall (1) includes steel beams (11), steel columns (12) and steel webs (13), adjacent two - layer steel columns (12) are connected by bolts or welding, the wooden floor slab (3) is connected to the steel beam (11) by a self - returning shear damper (4) and a shear connector (5), and the laminated wood frame (2) is connected to the wooden floor slab (3). A hybrid structure of a steel plate shear wall - wood frame capable of post - earthquake recovery is characterized by this.

2. A second steel beam bolt hole (112) and a steel beam rectangular hole (113) are provided in the steel beam (11), the self - returning shear damper (4) includes a first friction steel plate (41), a second friction steel plate (42), a compression spring (43), a steel floor plate (44), a damper bolt (45) and a pressure - resistant steel block (46), a friction steel plate oval hole (411) and a friction steel plate rectangular groove (412) are provided in the first friction steel plate (41), a friction steel plate bolt hole (421) is provided in the second friction steel plate (42), a steel floor plate bolt hole (441) is provided in the steel floor plate (44), and the damper bolt (45) sequentially penetrates through the steel floor plate bolt hole (441), the compression spring (43), the friction steel plate bolt hole (421), the friction steel plate oval hole (411) and is fixed to the second steel beam bolt hole (112). The hybrid structure of a steel plate shear wall - wood frame capable of post - earthquake recovery according to Claim 1 is characterized by this.

3. The self - returning shear dampers (4) are symmetrically arranged on both sides of the steel beam (11). The hybrid structure of a steel plate shear wall - wood frame capable of post - earthquake recovery according to Claim 2 is characterized by this.

4. The pressure - resistant steel block (46) penetrates through the steel beam rectangular hole (113) and is inserted into the friction steel plate rectangular groove (412) on the first friction steel plates (41) on both sides. The hybrid structure of a steel plate shear wall - wood frame capable of post - earthquake recovery according to Claim 2 is characterized by this.

5. The shear connector (5) is provided with a self-tapping screw hole (51) and a shear connector bolt (52). The shear connector (5) is connected to the wooden floor slab (3) by the self-tapping screw hole (51) and a self-tapping screw. The shear connector (5) is connected to the first friction steel plate (41) of the self-returning shear damper (4) by the shear connector bolt (52). The post-earthquake recoverable steel plate shear wall-wood frame hybrid structure according to claim 1, characterized in that.

6. The laminated timber frame (2) includes a wooden beam (21), a wooden column (22), and a node steel plate (23). A wooden beam steel plate groove (211) and a wooden beam bolt hole (212) are provided in the wooden beam (21). A wooden column steel plate groove (221) and a wooden column bolt hole (222) are provided in the wooden column (22). The wooden beam bolt hole (212) is connected to the node steel plate (23) by a wooden beam bolt (213). The wooden column bolt hole (222) is connected to the node steel plate (23) by a wooden column bolt (223). The wooden floor slab (3) and the wooden beam (21) are connected in an overlapping joint manner. Adjacent two-story laminated timber frames (2) are bolt-connected by the node steel plate (23). The post-earthquake recoverable steel plate shear wall-wood frame hybrid structure according to claim 1, characterized in that.

7. The node steel plate (23) is in an "L" shape. A node steel plate bolt hole (231) is provided in the node steel plate (23). Three sets of the node steel plate bolt holes (231) are provided and are connected in accordance with the bolt holes on the wooden columns (22) at both ends in the vertical direction and the wooden beam (21) in the horizontal direction respectively. The post-earthquake recoverable steel plate shear wall-wood frame hybrid structure according to claim 6, characterized in that.

8. The post-tension unbonded prestressed tendon (6) penetrates through the steel beam (11) and is fixed on the steel column (12) by an anchor (7). The post-tension unbonded prestressed tendon (6) is selected from any one of prestressed steel wire, prestressed steel wire bundle, prestressed finishing rolled threaded steel, or prestressed FRP tendon. The post-earthquake recoverable steel plate shear wall-wood frame hybrid structure according to claim 1, characterized in that.

9. The hybrid structure of a steel plate shear wall - wood frame capable of post - earthquake recovery according to claim 1, wherein the anchor (7) is selected from any one of a support - type anchor, a taper - plug - type anchor, a clip - type anchor, and a grip - type anchor.

10. Building a steel plate shear wall (1): Connecting a steel web (13) to a steel beam (11) and a steel column (12) by welding or bolts, leaving notches (131) at the four corners of the steel web (13), welding a shear steel plate (14) to the steel column (12), leaving a shear steel plate oval hole (141) in the shear steel plate (14), providing a first steel beam bolt hole (111) at the end of the steel beam (11), passing a steel beam bolt (15) through the shear steel plate oval hole (141) and the first steel beam bolt hole (111) to connect the shear steel plate (14) and the steel beam (11), passing a post - tensioned unbonded prestressed tendon (6) through the steel beam (11) and fixing it with an anchor (7) on the steel column (12) to obtain the steel plate shear wall (1) in step S1; Assembling into a laminated wood frame (2): Connecting a horizontal wood beam (21) and a node steel plate (23) with a wood beam bolt (213), connecting two vertical wood columns (22) and a node steel plate (23) with a wood column bolt (223), and obtaining the laminated wood frame (2) after completion in step S2; Attaching a self - restoring shear damper (4): Sequentially passing a damper bolt (45) through a steel floor plate bolt hole (441), a compression spring (43), a friction steel plate bolt hole (421), and a friction steel plate oval hole (411) and fixing it to a second steel beam bolt hole (112) to obtain a self - restoring shear damper (4), symmetrically arranging the self - restoring shear damper (4) along both sides of the steel beam (11), passing a pressure - resistant steel block (46) through a steel beam rectangular hole (113) and inserting it into a friction steel plate rectangular groove (412) on the first friction steel plates (41) on both sides in step S3; Overall assembly: Lift and install the wooden floor slab (3) between the steel plate shear wall (1) and the laminated timber frame (2), connect the shear connector (5) to the wooden floor slab (3) by means of self-tapping screw holes (51) and self-tapping screws, connect the first friction steel plate (41) of the shear connector (5) and the self-return shear damper (4) by means of shear connector bolts (52), connect the wooden floor slab (3) to the steel plate shear wall (1) by means of the self-return shear damper (4) and the shear connector (5), then connect the vertically installed laminated timber frame (2) to the horizontally installed wooden floor slab (3), connect the members to form an integral whole, and build layer by layer to complete the construction of the overall structure, step S4, and the method for constructing a post-earthquake recoverable steel plate shear wall-wood frame hybrid structure according to any one of claims 1 to 9, characterized by comprising the above.

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