A wooden main building

Abstract

This application relates to a wooden main structure, belonging to the field of wooden building technology. It includes a supporting plane positioned between two walls. The supporting plane includes supporting beams, connecting beams, and inclined beams. Several supporting beams are erected between the two walls, and several connectors are evenly and fixedly installed on each supporting beam. Several connecting beams are vertically arranged between adjacent supporting beams, with their ends fixed to the connectors. Several inclined beams are inclinedly arranged between adjacent supporting beams, with their ends fixed to the connectors. A damping pile is fixedly installed at the bottom of each connector, and damping rods are installed between adjacent damping piles. The damping rods are arranged along both the length and width of the supporting plane. This application has the effect of reducing excessive load concentration and beam vibration when a wooden building supports a unidirectional inclined plane, thereby improving its load-bearing capacity and seismic resistance.

Description

Technical Field

[0001] This invention relates to the field of wooden building technology, and in particular to a wooden main building. Background Technology

[0002] Wooden architecture is a form of architecture that uses wood as the primary structural material and building element. It has a history of thousands of years in the field of architecture and is one of the earliest building methods adopted by humankind. Wooden architecture is popular not only for its natural beauty and warm, comfortable atmosphere, but also because of the renewable and environmentally friendly nature of wood, making it an important choice for sustainable construction.

[0003] In related technologies, wooden buildings often use beams to support the top. However, when beams support a plane that is tilted in one direction, the load may be excessively concentrated at the support point of the beam due to the influence of environmental factors such as strong winds on the tilted plane. This may cause the beam to vibrate and thus damage the wooden building. Summary of the Invention

[0004] In order to reduce excessive load concentration and beam vibration when supporting a unidirectional inclined plane, thereby improving the load-bearing capacity and seismic resistance, this application provides a wooden main structure.

[0005] The technical solution for a wooden main building provided in this application is as follows:

[0006] A wooden main building includes a supporting plane set between two walls. The supporting plane includes supporting beams, connecting beams, and inclined beams. Several supporting beams are erected between the two walls. The ends of the supporting beams are fixedly connected to the walls. Several connectors are evenly and fixedly arranged on the supporting beams. The ends of the connecting beams and inclined beams are fixedly arranged on the supporting beams through connectors. A damping pile is fixedly arranged at the bottom of the connector. A damping rod is arranged between adjacent damping piles. The end of the damping rod is connected to the adjacent damping pile. The damping rods are arranged along the length and width of the supporting plane.

[0007] By adopting the above technical solution, the connecting beams and inclined beams converge at multiple nodes on the supporting beam through connectors, increasing the area and number of stress points on the supporting beam and reducing the excessive concentration of load at a certain stress point on the supporting beam. When a stress point of a supporting beam vibrates under an instantaneous load, the damping rod consumes energy through damping, reducing the vibration amplitude of the supporting beam under dynamic load. In summary, when the supporting plane supports a unidirectional inclined plane, the vibration of the crossbeam is reduced, thereby improving the load-bearing capacity and seismic resistance.

[0008] Preferably, several connecting beams are vertically arranged between adjacent support beams, and several inclined beams are inclinedly arranged between adjacent support beams, with the connecting beams fixedly connected to the ends of the support beams.

[0009] By adopting the above technical solution, the supporting beams erected on the two walls provide the main planar support force, and multiple connecting beams connect adjacent supporting beams to each other. Each supporting beam no longer bears the load independently, which improves the resistance of the supporting beams to lateral forces such as wind. At the same time, it strengthens and stabilizes the stress points on the supporting beams, thereby effectively dispersing and transferring the load. In addition, the inclined beams connect the diagonal of the frame formed by the supporting beams and connecting beams to each other. On the one hand, it improves the spatial stability of the supporting beams and connecting beams, and on the other hand, it transfers the load at a point on the supporting beam obliquely, further improving the correlation of each connection point of the supporting beams and connecting beams.

[0010] Preferably, the damping pile has an embedded groove that penetrates the side wall, and an embedded body is fixedly installed in the embedded groove. The embedded body is hinged to the end of the damping rod.

[0011] By adopting the above technical solution, the damping rod is hinged to the shock absorber pile, which can reduce the constraint of the shock absorber pile on the damping rod, allowing the damping rod to respond more freely to external loads and deformations. This avoids the concentration of vibration force transmitted by the shock absorber pile at the connection between the shock absorber pile and the damping rod, making it easier for the vibration force to be transmitted to the rod body and damped.

[0012] Preferably, a reinforcing beam is provided between the two outermost layers of damping piles under the supporting plane. One end of the reinforcing beam is fixedly connected to one of the damping piles, and the other end of the reinforcing beam is fixedly connected to another damping pile. The reinforcing beam is arranged perpendicularly to the supporting beam.

[0013] By adopting the above technical solution, the outermost damping pile under the support plane needs to bear a larger load and vibration, and the damping rod is only installed on one side of the damping pile, making it difficult to maintain the balance during damping. It also needs to resist the energy diffused outward from the central damping pile through the damping rod. The reinforcing beam further connects the two outermost layers of damping piles under the support plane to improve the strength and stability of the damping pile.

[0014] Preferably, the connector includes a side plate, a bottom plate, a top plate, and a butt plate. The side plate is provided on both sides of the bottom plate. The side plate and the bottom plate are integrally formed. The top of the side plate has a hanging groove. One end of the top plate is inserted into the hanging groove of one of the side plates, and the other end of the side plate is inserted into the hanging groove of the other side plate. The side plate, bottom plate, and top plate are together fitted on the support beam. The butt plate is vertically and fixedly installed on the outer surface of the side plate or the bottom plate. The connecting beam and the end of the shock absorber pile both have butt grooves. The butt plate is inserted into the butt groove and fixed by steel bars.

[0015] By adopting the above technical solution, during installation, the side plates and bottom plates are first fitted onto the support beam together, with the side plates fitting against the side surfaces of the support beam and the bottom plates fitting against the bottom surfaces of the support beam. At this time, the hanging grooves are higher than the top surface of the support beam. The top plate is then inserted into the hanging grooves on both side plates, thus fixing the side plates and bottom plates onto the support beam. Finally, the butt plate is inserted into the butt groove and fixed with steel bars, thus fixing the connecting beam and the vibration damping pile onto the support beam. The butt plate, which is vertically set on the outer surface of the side plate or bottom plate, along with the side plates, bottom plates, and top plates fitted onto the support beam, all help to minimize damage to the cross-section of the wooden structure, thereby ensuring that the strength of the support beam, connecting beam, and vibration damping pile is not compromised.

[0016] Preferably, the connector further includes an inclined connecting plate, which is inclinedly connected to one side of the side plate. The inclined connecting plate is integrally formed with the side plate. An inclined groove is provided at the end of the inclined beam, and the inclined connecting plate is inserted into the inclined groove and fixed by a steel strip.

[0017] By adopting the above technical solution, the inclined beam is fixed to the support beam by inclined joint plate and inclined joint groove, which helps to minimize the damage to the cross-section of the wooden structure of the inclined beam and ensure the strength of the inclined beam as much as possible.

[0018] Preferably, the support beam has a limiting groove on both sides and the bottom surface that is compatible with the side plate and the bottom plate, and the side plate and the bottom plate are installed in the limiting groove.

[0019] By adopting the above technical solution, on the one hand, the limiting groove restricts the position of the side plates and bottom plates, and tries to avoid axial slippage of the side plates and bottom plates on the support beam. On the other hand, the shape of the limiting groove is compatible with the side plates and bottom plates, so that the side plates and bottom plates can be shielded and hidden in the limiting groove by the connecting beam and shock-absorbing pile, so that the support plane of the connecting parts cannot be directly seen when standing, thereby increasing the proportion of the visible wooden structure and ensuring the aesthetics of the connection position as much as possible.

[0020] Preferably, the end of the top plate abuts against the connecting beam.

[0021] By adopting the above technical solution, the connecting beam supports both ends of the bottom plate from below the top plate, and the support beam supports the center of the bottom plate from below the top plate, thereby minimizing the bending of the top plate due to prolonged stress at both ends and improving the support capacity of the top plate.

[0022] In summary, this application includes at least one of the following beneficial technical effects:

[0023] 1. By setting up support beams, connecting beams, inclined beams, connectors, and shock-absorbing piles, when wooden buildings are supported on a unidirectional inclined plane, the area and number of stress points on the support beams are increased, the load on a point on the support beam is transferred to each other, the correlation between the connection points of the support beams and connecting beams is improved, thereby improving the load-bearing capacity of the supporting plane.

[0024] 2. By setting up shock-absorbing piles, damping rods, embedded grooves, embedded bodies, and reinforcing beams, when a stress point of a support beam vibrates under an instantaneous load, the shock-absorbing piles consume energy through the damping effect of the damping rods on both sides, reducing the vibration amplitude of the support beam under dynamic load, thereby improving the seismic resistance of the support plane.

[0025] 3. By setting side plates, bottom plates, top plates, butt plates, hanging grooves, butt grooves, inclined joint plates, inclined joint grooves, and limiting grooves, it is easy to fix connecting beams, inclined beams, and shock-absorbing piles to the supporting beams at the same time, and it helps to minimize damage to the cross-section of the wooden structure. Attached Figure Description

[0026] Figure 1 This is a structural schematic diagram of a wooden main building provided in the embodiments of this application.

[0027] Figure 2 This is a cross-sectional structural diagram of a wooden main building provided in the embodiments of this application.

[0028] Figure 3 This is a partial enlarged view of the connection position of the connector in the embodiments of this application.

[0029] Figure 4 This is a schematic diagram of the connector provided in the embodiments of this application.

[0030] Explanation of reference numerals in the attached drawings: 1. Support plane; 11. Support beam; 111. Restriction groove; 12. Connecting beam; 13. Inclined beam; 14. Vibration damping pile; 141. Embedded groove; 142. Embedded body; 143. Damping rod; 145. Reinforcing beam; 15. Butt joint groove; 16. Inclined joint groove; 2. Connector; 21. Base plate; 22. Side plate; 221. Lifting groove; 23. Top plate; 24. Butt joint plate; 25. Inclined joint plate. Detailed Implementation

[0031] The following is in conjunction with the appendix Figure 1-4 This application will be described in further detail.

[0032] This application discloses a wooden main building. (Refer to...) Figures 1 to 3The system includes a supporting plane 1 positioned between two walls. The supporting plane 1 comprises supporting beams 11, connecting beams 12, and inclined beams 13. Several supporting beams 11 are erected between the two walls, with their ends cast into the walls. Each supporting beam 11 has several connectors 2 evenly and fixedly installed. Connecting beams 12 are vertically positioned between adjacent supporting beams 11, with their ends fixedly connected to the connectors 2. Inclined beams 13 are inclined between adjacent supporting beams 11, with their ends fixed to the connectors 2, connecting the diagonals of the frame formed by the supporting beams 11 and connecting beams 12. When supporting a unidirectional inclined plane, the supporting beams 11 provide the primary planar support force. The connecting beams 12 interconnect multiple nodes of adjacent supporting beams 11, increasing the stress points on the supporting beams 11 and improving their resistance to lateral forces such as wind, thereby effectively distributing and transferring the load on the supporting beams 11. In addition, the inclined beam 13 connects the diagonals of the frame formed by the support beam 11 and the connecting beam 12, which on the one hand improves the spatial stability of the support beam 11 and the connecting beam 12, and on the other hand, it transfers the load at a point on the support beam 11 obliquely, further improving the correlation between the connection points of the support beam 11 and the connecting beam 12.

[0033] Reference Figure 2 and Figure 3A damping pile 14 is fixedly installed at the bottom of the connector 2. An embedded groove 141 penetrating the side wall is provided on the damping pile 14, and an embedded body 142 is fixedly installed within the embedded groove 141. A damping rod 143 is installed between adjacent damping piles 14. One end of the damping rod 143 is hinged to the embedded body 142 on one adjacent damping pile 14, and the other end of the damping rod 143 is hinged to the embedded body 142 on another adjacent damping pile 14. The damping rods 143 are installed along both the length and width of the support plane 1. The line segment connecting a group of damping rods 143 is arranged in a parabolic pattern relative to the support plane 1, with the parabola opening towards the support plane 1. A reinforcing beam 145 is installed between the two outermost layers of damping piles 14 below the support plane 1. One end of the reinforcing beam 145 is fixedly connected to one damping pile 14, and the other end of the reinforcing beam 145 is fixedly connected to the other damping pile 14. When a support beam 11 vibrates under an instantaneous load, the central damping pile 14 dissipates the vibration energy through the damping action of the damping rod 143. The parabolic arrangement of the damping rod 143 provides a more uniform damping distribution, effectively dissipating and diffusing energy outwards. The outermost damping pile 14 under the support plane 1 needs to bear a larger load and vibration, and the damping rod 143 is only installed on one side of the outermost damping pile 14, making it difficult to maintain balance during damping. At the same time, the outer damping pile 14 needs to resist the residual energy diffused outwards by the central damping pile through the damping rod. The reinforcing beam 145 further connects the two outermost layers of damping piles 14 under the support plane 1 to improve the strength and stability of the damping piles 14 and reduce the vibration amplitude of the support beam 11 under dynamic loads. In summary, when the support plane 1 supports a plane inclined in one direction, it reduces the excessive concentration of load and the vibration of the beam, thereby improving the load-bearing capacity and seismic resistance of the support plane 1.

[0034] To facilitate the simultaneous fixing of connecting beam 12, inclined beam 13, and damping pile 14 to supporting beam 11, and to minimize damage to the cross-section of the wooden structure, refer to... Figure 3 and Figure 4 The connector 2 includes a side plate 22, a bottom plate 21, a top plate 23, a mating plate 24, and an inclined connecting plate 25. The side plate 22 is provided on both sides of the bottom plate 21 and is integrally formed with the bottom plate 21. A hanging groove 221 is opened at the top of the side plate 22. One end of the top plate 23 is inserted into the hanging groove 221 of one side plate 22, and the other end of the side plate 22 is inserted into the hanging groove 221 of the other side plate 22. The support beam 11 has limiting grooves 111 on both sides and the bottom surface that are compatible with the side plate 22 and the bottom plate 21. During installation, the side plate 22 and the bottom plate 21 are first inserted into the limiting grooves 111 on the support beam 11. The side plate 22 is in contact with the side surface of the support beam 11, and the bottom plate 21 is in contact with the bottom surface of the support beam 11. The top plate 23 is inserted into the hanging groove 221 on the two side plates 22, and the end of the top plate 23 abuts against the connecting beam 12, thereby fixing the top plate 23, the side plates 22 and the bottom plate 21 to the support beam 11.

[0035] Reference Figure 3 and Figure 4 The connecting plate 24 is vertically and fixedly mounted on the outer surface of the side plate 22 or the bottom plate 21. Both the connecting beam 12 and the damping pile 14 have connecting grooves 15 at their ends. The connecting plate 24 is inserted into the connecting groove 15 and fixed with steel bars. The inclined connecting plate 25 is inclined on one side of the side plate 22 and integrally formed. The inclined beam 13 has an inclined connecting groove 16 at its end. The inclined connecting plate 25 is inserted into the inclined groove 16 and fixed with steel bars. After the top plate 23, side plate 22, and bottom plate 21 are fixed to the support beam 11, the connecting plate 24 is inserted into the connecting groove 15 and fixed with steel bars, thus fixing the connecting beam 12 and the damping pile 14 to the support beam 11. Similarly, the inclined beam 13 is fixed to the support beam 11 via the inclined connecting plate 25 and the inclined groove 16. The joint groove 15 is opened along the length of the connecting beam 12 or the shock absorber pile 14, the inclined joint groove 16 is opened along the length of the inclined beam 13, and the abutment groove is opened on the upper surface of the support beam 11. All of these help to minimize the damage to the cross section of the wooden structure, thereby ensuring that the strength of the support beam 11, the connecting beam 12, the shock absorber pile 14, and the inclined beam 13 is not compromised.

[0036] The implementation principle of a wooden main structure according to an embodiment of this application is as follows: When supporting a unidirectional inclined plane, the support beam 11 provides the main planar support force. The connecting beam 12 interconnects multiple nodes of adjacent support beams 11, increasing the stress points on the support beams 11 and improving their resistance to lateral forces such as wind, thereby effectively dispersing and transferring the load on the support beams 11. In addition, the inclined beam 13 interconnects the diagonals of the frame formed by the support beams 11 and the connecting beams 12, improving the spatial stability of the support beams 11 and the connecting beams 12 on the one hand, and diagonally transferring the load at a point on the support beam 11 on the other hand, further improving the correlation of each connection point of the support beams 11 and the connecting beams 12. When a support beam 11 is subjected to an instantaneous load and vibrates, the damping rod 143 dissipates energy through damping. The parabolic arrangement of the damping rod 143 can provide a more uniform damping distribution, effectively dissipating and diffusing energy outwards, thereby reducing the vibration amplitude of the support beam 11 under dynamic loads. In summary, when support plane 1 supports a plane inclined in one direction, it reduces excessive load concentration and beam vibration, thereby improving load-bearing capacity and seismic resistance.

[0037] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A wooden main building, characterized in that: The support plane (1) is set between two walls. The support plane (1) includes a support beam (11), a connecting beam (12), and an inclined beam (13). Several support beams (11) are erected between the two walls. The ends of the support beams (11) are fixedly connected to the walls. Several connectors (2) are evenly and fixedly set on the support beams (11). The ends of the connecting beams (12) and the inclined beams (13) are fixedly set on the support beams (11) through the connectors (2). The bottom end of the connectors (2) is fixedly set with shock-absorbing piles (14). A damping rod (143) is set between adjacent shock-absorbing piles (14). The end of the damping rod (143) is connected to the adjacent shock-absorbing pile (14). The damping rod (143) is set along the length and width of the support plane (1).

2. A wooden main building according to claim 1, characterized in that: The connecting beams (12) are arranged vertically between adjacent support beams (11), and the inclined beams (13) are arranged inclinedly between adjacent support beams (11). The connecting beams (12) are fixedly connected to the ends of the support beams (11).

3. A wooden main building according to claim 1, characterized in that: An embedded groove (141) is provided through the side wall of the shock-absorbing pile (14), and an embedded body (142) is fixedly installed in the embedded groove (141). The embedded body (142) is hinged to the end of the damping rod (143).

4. A wooden main building according to claim 1, characterized in that: A reinforcing beam (145) is provided between the two outermost layers of shock-absorbing piles (14) under the support plane (1). One end of the reinforcing beam (145) is fixedly connected to one of the shock-absorbing piles (14), and the other end of the reinforcing beam (145) is fixedly connected to another shock-absorbing pile (14). The reinforcing beam (145) and the support beam (11) are arranged perpendicularly to each other.

5. A wooden main building according to claim 1, characterized in that: The connector (2) includes a side plate (22), a bottom plate (21), a top plate (23), and a mating plate (24). The side plate (22) is provided on both sides of the bottom plate (21). The side plate (22) and the bottom plate (21) are integrally formed. The top of the side plate (22) is provided with a hanging groove (221). One end of the top plate (23) is inserted into the hanging groove (221) of one of the side plates (22), and the other end of the side plate (22) is inserted into... The side plate (22), bottom plate (21), and top plate (23) are mounted together on the support beam (11) in the hanging groove (221) of the other side plate (22). The connecting plate (24) is vertically and fixedly installed on the outer surface of the side plate (22) or bottom plate (21). The connecting beam (12) and the shock absorber pile (14) are both provided with connecting grooves (15). The connecting plate (24) is inserted into the connecting groove (15) and fixed by steel bars.

6. A wooden main building according to claim 5, characterized in that: The connector (2) also includes an inclined connecting plate (25), which is inclinedly connected to one side of the side plate (22). The inclined connecting plate (25) and the side plate (22) are integrally formed. An inclined groove (16) is provided at the end of the inclined beam (13). The inclined connecting plate (25) is inserted into the inclined groove (16) and fixed by a steel strip.

7. A wooden main building according to claim 5, characterized in that: The support beam (11) has a limiting groove (111) on both sides and the bottom surface that is compatible with the side plate (22) and the bottom plate (21). The side plate (22) and the bottom plate (21) are installed in the limiting groove (111).

8. A wooden main building according to claim 5, characterized in that: The end of the top plate (23) abuts against the connecting beam (12).

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