A split block wall frame
By designing the split block wall skeleton of the keel structure, using support, separation, flexibility, suspension and friction cushioning components, the problems of easy breakage and difficulty in adjusting the connections in the prior art are solved, and the stability of the structure is achieved and Adaptability.
Patent Information
- Application Number
- CN202411115835.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-14
- Publication Date
- 2025-02-07
- Estimated Expiration
- 2044-08-14
AI Technical Summary
The existing block wall skeletons are prone to breaking due to external forces at the connection, and it is difficult to adjust the size and shape according to different indoor environments.
A split block wall skeleton is designed, adopting a keel structure, including symmetrically arranged support components, partition components, flexible components, suspension components and friction cushioning components. Through the combination and adjustment of these components, the structural stability is achieved. Sex and flexibility.
The skeleton provides stable support force through the support assembly, the flexible assembly and the suspension assembly absorb external forces, and the friction cushioning assembly enhances the lateral pressure absorption capacity, ensuring the stability and adaptability of the structure, and reducing the damage to the structure by external forces.
Smart Images

Figure CN118756850B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building frames, in particular to a split block wall frame. Background Art
[0002] The block wall skeleton is mainly composed of longitudinal main skeleton and transverse secondary skeleton, and its functions include support and load-bearing, stability and integrity, ease of construction and installation, strong adaptability, energy saving and environmental protection, etc. These characteristics and functions make the block wall skeleton widely used in modern buildings.
[0003] In order to facilitate disassembly and assembly, transportation, and adjust the size, spacing, and shape of the frame according to different indoor environments, the existing wall frames are all modularly designed. In addition, conventional wall frames are mostly rigidly connected by welding, bolting, etc., which makes the connection easy to break when under pressure.
[0004] In view of this, we propose a split block wall skeleton to improve the deficiencies in the prior art. Summary of the invention
[0005] The object of the present invention is to provide a split block wall skeleton to solve the problems raised in the above background technology.
[0006] To achieve the above object, the present invention provides a split block wall frame, comprising at least a pair of keels arranged on both sides of the wall, wherein the keels include a pair of symmetrically arranged support assemblies, the support assemblies are used to support the wall, a partition assembly is movably connected between the two support assemblies, the partition assembly is used to ensure the stability of the two support assemblies, and the partition assembly can adjust the position of the center of gravity of the keel;
[0007] A flexible component is provided between the two support components and the partition component, and the flexible component is used to improve the stability of the connection between the partition component and the two support components. A plurality of suspension components are provided at the connection between the flexible component and the support component, and the plurality of suspension components are used to enable the flexible component to be in a suspended state when not acted upon by external forces, so as to reduce the pressure on the partition component. When the flexible component is acted upon by external forces, the suspension component can increase the resistance when the flexible component and the two support components slide relative to each other, so as to absorb the longitudinal pressure applied to the keel by the outside world.
[0008] A friction damping component is provided at the connection between the flexible component and the partition component. When the partition component is subjected to external force, the friction damping component is used to increase the resistance when the flexible component and the partition component slide relative to each other, thereby absorbing the lateral pressure applied to the keel by the outside world.
[0009] As a further improvement of the technical solution, the support assembly includes at least a vertical beam, and two vertical beams are provided with hanging grooves on the sides close to each other.
[0010] As a further improvement of the technical solution, the support assembly also includes an arc surface arranged on both sides adjacent to the vertical beam and the suspension groove, and the arc surface is provided with a thread groove.
[0011] As a further improvement of the technical solution, the partition assembly includes a pair of adjustment seats, the two adjustment seats are rotatably connected to the threaded grooves of the two vertical beams respectively, and a cross beam is slidably connected between the two vertical beams.
[0012] As a further improvement of the technical solution, the suspension assembly includes a guide rod arranged in a suspension groove, a pair of suspension blocks are sleeved on the guide rod, both of the suspension blocks are slidably connected to the suspension groove, and a spring is fixedly connected between the two suspension blocks.
[0013] As a further improvement of the present technical solution, the friction damping assembly includes friction guide rails fixedly connected to both sides of the crossbeam, and friction sliders are slidably connected to the two friction guide rails. A number of connecting rods are provided between the two friction sliders, and the several connecting rods are rotatably connected to the two friction sliders.
[0014] As a further improvement of the technical solution, the flexible component includes a plurality of inclined rods, and both ends of the plurality of inclined rods are rotatably connected to the suspension block and the friction slider respectively.
[0015] As a further improvement of the technical solution, the materials of the diagonal rod, the suspension block and the connecting rod are all graphene.
[0016] Compared with the prior art, the present invention has the following beneficial effects:
[0017] 1. In the split block wall skeleton, a support assembly is provided to support the wall, and a partition assembly is movably connected between the two support assemblies. The partition assembly is used to ensure the stability of the two support assemblies, and the partition assembly can adjust the position of the center of gravity of the keel. Two vertical beams are fixedly connected to the wall, providing sufficient support to support the weight of the building and can withstand the influence of external environmental factors such as wind, rain, fire and vibration. The horizontal beam, which is perpendicular to the two vertical beams, is used to connect the two vertical beams to ensure the stability of the entire keel structure, and then the stability of the wall connected to itself is ensured through the entire keel structure. In addition, when the size of the indoor space is different, on the one hand, different numbers of keels need to be combined and spliced with each other to maintain the stability of walls of different heights. On the other hand, by adjusting the two adjustment seats, the horizontal beam is located at different heights of the vertical beam, thereby adjusting the center of gravity of the entire keel structure.
[0018] 2. In the split block wall skeleton, the flexible component is used to improve the stability of the connection between the partition component and the two support components. The connection between the flexible component and the support component is provided with a plurality of suspension components. The plurality of suspension components are used to make the flexible component in a suspended state when not subjected to external force, so as to reduce the pressure on the partition component. When the flexible component is subjected to external force, the suspension component can increase the resistance when the flexible component and the two support components slide relative to each other, so as to absorb the longitudinal pressure applied to the keel by the outside world. When an earthquake occurs, the longitudinal seismic wave energy acts on the wall, and the vertical beams can transfer the energy acting on the wall. The longitudinal seismic wave makes the vertical beam have a tendency to move up and down, so that the vertical beam and the suspension block will slide relative to each other. At this time, the friction between the suspension block and the suspension groove, the resistance of the spring to the relative sliding of the suspension block and the suspension groove, and the process of the friction and the spring elastic force doing work can absorb the energy in the longitudinal wave of the earthquake, so as to reduce the damage of the earthquake to the wall.
[0019] 3. In the split block wall frame, the friction damping component is set up so that when the partition component is subjected to external force, it can increase the resistance when the flexible component and the partition component slide relative to each other, thereby absorbing the lateral pressure applied to the keel by the outside world. When the lateral seismic wave energy acts on the wall, the wall transmits the seismic transverse wave to the two vertical beams, and the vertical beams tend to swing left and right. On the one hand, the resistance work process between the friction slider and the friction guide rail will absorb the seismic transverse wave energy acting on the keel structure. On the other hand, the special material setting of the graphene of the diagonal rod itself can resist the work done when it is about to deform, and can also absorb part of the energy in the seismic transverse wave. In addition, the connecting rod set between the two friction sliders ensures the integrity of the entire keel structure, so that when any part of the keel structure is under pressure and tends to deform or move, the pressure can be dispersed to various parts of the keel structure to prevent the structure from breaking due to uneven local force. At the same time, when the overall structure is about to deform or move, the work it needs to do to overcome the resistance is much greater than the work needed to overcome the resistance when a single structure is about to deform or move. The integrity and stability of the keel structure are enhanced, and accordingly, the stability of the wall connected to the keel is enhanced. BRIEF DESCRIPTION OF THE DRAWINGS
[0020] Figure 1 It is a left view of the overall structure of the present invention;
[0021] Figure 2 It is a schematic diagram of the overall structure of the present invention;
[0022] Figure 3 It is a schematic diagram of the overall cutaway view of the present invention;
[0023] Figure 4 For the present invention Figure 3 Enlarged view of point A in the middle;
[0024] Figure 5 It is a structural diagram of the partition assembly of the present invention;
[0025] Figure 6 It is a front view of the flexible component of the present invention in a suspended state;
[0026] Figure 7 For the present invention Figure 6 Enlarged view of point B in the middle;
[0027] Figure 8 This is a diagram showing the working state changes of the friction and shock absorbing assembly of the present invention.
[0028] The meaning of each number in the figure is:
[0029] 10. Support assembly; 11. Vertical beam; 12. Suspension slot;
[0030] 20. partition assembly; 21. adjustment seat; 22. crossbeam;
[0031] 30. Flexible components;
[0032] 40. Suspension assembly; 41. Guide rod; 42. Suspension block; 43. Spring;
[0033] 50. Friction shock-absorbing assembly; 51. Friction guide rail; 52. Friction slider; 53. Connecting rod. DETAILED DESCRIPTION
[0034] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0035] Example
[0036] See also Figure 1-Figure 8 As shown, the purpose of this embodiment is to provide a split block wall frame, which includes at least a pair of keels arranged on both sides of the wall, and the keel includes a pair of symmetrically arranged support components 10, the support components 10 are used to support the wall, and a partition component 20 is movably connected between the two support components 10, and the partition component 20 is used to ensure the stability of the two support components 10. The partition component 20 can adjust the position of the center of gravity of the keel;
[0037] A flexible component 30 is provided between the two support components 10 and the partition component 20. The flexible component 30 is used to improve the stability of the connection between the partition component 20 and the two support components 10. A plurality of suspension components 40 are provided at the connection between the flexible component 30 and the support component 10. The plurality of suspension components 40 are used to enable the flexible component 30 to be in a suspended state when not subjected to external force, so as to reduce the pressure on the partition component 20. When the flexible component 30 is subjected to external force, the suspension component 40 can increase the resistance when the flexible component 30 and the two support components 10 slide relative to each other, so as to absorb the longitudinal pressure applied to the keel by the outside world.
[0038] A friction cushioning component 50 is provided at the connection between the flexible component 30 and the partition component 20. When the partition component 20 is subjected to external force, the friction cushioning component 50 is used to increase the resistance when the flexible component 30 and the partition component 20 slide relative to each other, thereby absorbing the lateral pressure applied to the keel by the outside world.
[0039] Working principle: The split block wall frame provided by the present invention is used to support the weight of the wall through the support assembly 10, and the partition assembly 20 is used to ensure the stability of the two support assemblies 10 on the one hand, and on the other hand, can adjust the position of the center of gravity of the keel, so that the keel can maintain the stability of the wall when supporting walls of different heights;
[0040] When the wall connected to the keel structure is not subjected to external force, the flexible component 30 can improve the stability of the connection between the partition component 20 and the two support components 10. At the same time, a plurality of suspension components 40 are used to make the flexible component 30 in a suspended state when it is not subjected to external force, so as to reduce the pressure on the partition component 20. When the flexible component 30 is subjected to external force, the suspension component 40 can also increase the resistance when the flexible component 30 and the two support components 10 slide relative to each other, so as to absorb the longitudinal pressure applied to the keel by the outside world.
[0041] The friction damping component 50 is arranged at the connection between the flexible component 30 and the partition component 20. When the partition component 20 is subjected to external force, the friction damping component 50 is used to increase the resistance when the flexible component 30 and the partition component 20 slide relative to each other, thereby absorbing the lateral pressure applied to the keel by the outside.
[0042] First, the specific structure of the suspension assembly 40 is disclosed. The suspension assembly 40 includes a guide rod 41 disposed in the suspension groove 12. A pair of suspension blocks 42 are sleeved on the guide rod 41. The two suspension blocks 42 are both slidably connected to the suspension groove 12. A spring 43 is fixedly connected between the two suspension blocks 42.
[0043] Furthermore, when the keel structure is not acted upon by external forces, the spring 43 disposed between the two suspension blocks 42 enables the entire flexible component 30 to be in a suspended state, so that most of the gravity of the entire keel structure acts only on the vertical beam 11, and does not act on the horizontal beam 22, thereby reducing the pressure at the interface between the vertical beam 11 and the horizontal beam 22. When the longitudinal earthquake wave acts on the wall, the longitudinal earthquake wave causes the vertical beam 11 to have a tendency to move up and down, so that relative sliding will occur between the vertical beam 11 and the suspension block 42. At this time, the friction between the suspension block 42 and the suspension groove 12, and the resistance of the spring 43 to the relative sliding between the suspension block 42 and the suspension groove 12, the process of the friction and the elastic force of the spring 43 doing work, can absorb the energy in the longitudinal earthquake wave, thereby reducing the damage to the wall caused by the earthquake.
[0044] Next, the specific structure of the friction damping assembly 50 is disclosed. The friction damping assembly 50 includes friction guide rails 51 fixedly connected to both sides of the crossbeam 22. The two friction guide rails 51 are slidably connected with friction sliders 52. A plurality of connecting rods 53 are arranged between the two friction sliders 52. The plurality of connecting rods 53 are rotatably connected to the two friction sliders 52.
[0045] Furthermore, when the transverse seismic wave energy acts on the wall, the wall transmits the seismic transverse wave to the two vertical beams 11, and the vertical beams 11 tend to swing left and right. On the one hand, the resistance work process between the friction slider 52 and the friction guide rail 51 will absorb the seismic transverse wave energy acting on the keel structure. On the other hand, the special material setting of graphene in the diagonal rod itself can resist the work done when it is about to deform, and can also absorb part of the energy in the seismic transverse wave.
[0046] Since the weight pressure of the wall needs to be shared, the support assembly 10 includes at least a vertical beam 11 , and two vertical beams 11 are provided with a hanging groove 12 on one side close to each other.
[0047] The improvement lies in that the support component 10 also includes an arc surface arranged on both sides adjacent to the vertical beam 11 and the suspension groove 12, and the arc surface is provided with a threaded groove; there is a cavity between the vertical beam 11 and the adjustment seat 21, which on the one hand reduces the weight of the structure and reduces the gravity borne by the vertical beam 11, and on the other hand reduces the surface area of the adjustment seat 21 in contact with the threaded groove, thereby reducing the friction force that needs to be overcome when adjusting the height of the partition component 20.
[0048] Since the wall heights of buildings of different space sizes are different, the center of gravity of walls of different heights is different. In order to ensure the stability of walls of different heights;
[0049] The partition assembly 20 includes a pair of adjustment seats 21 . The two adjustment seats 21 are rotatably connected to the thread grooves of the two vertical beams 11 , respectively. A cross beam 22 is slidably connected between the two vertical beams 11 .
[0050] The improvement lies in that when the center of gravity of the entire keel structure needs to be adjusted, the two adjustment seats 21 are rotated to change their positions on the vertical beam 11, thereby changing the height of the adjustment seat 21, and then changing the center of gravity of the entire keel structure. This is the prior art and will not be elaborated on here.
[0051] Since it is necessary to absorb forces from both vertical and horizontal directions, the flexible component 30 includes a plurality of inclined rods, and both ends of the plurality of inclined rods are rotatably connected to the suspension block 42 and the friction slider 52 respectively.
[0052] The improvement lies in that the diagonal rod, the suspension block 42 and the connecting rod 53 are all made of graphene; graphene has super tensile strength and compressive strength, as well as ultra-low density and good durability, and can play a role in shock absorption, sound insulation and vibration isolation under the action of earthquakes or wind.
[0053] In summary, the working principle of this scheme is as follows: when not subjected to external force, two vertical beams 11 are fixedly connected to the wall, providing sufficient support to support the weight of the building, and can withstand the influence of external environmental factors. The cross beam 22, which is perpendicular to the two vertical beams 11, is used to connect the two vertical beams 11 to ensure the stability of the entire keel structure, and then the stability of the wall connected to itself is ensured by the stability of the entire keel structure. In addition, when the size of the indoor space is different, on the one hand, different numbers of keels need to be combined and spliced to maintain the stability of walls of different heights. On the other hand, by adjusting the positions of the two adjustment seats 21 on the vertical beams 11, the cross beam 22 is located at different heights of the vertical beams 11, thereby adjusting the center of gravity of the entire keel structure. During this period, the spring 43 arranged between the two suspension blocks 42 is used to make the diagonal rod in a suspended state when not subjected to external force, so that most of the gravity of the entire keel structure acts only on the vertical beams 11, and does not act on the cross beams 22, thereby reducing the pressure at the interface between the vertical beams 11 and the cross beams 22.
[0054] When the wall connected to the keel is acted upon by an external force, such as an earthquake, the longitudinal seismic wave energy acts on the wall, and the vertically arranged vertical beam 11 can transfer the energy acting on the wall. The longitudinal seismic wave makes the vertical beam 11 tend to move up and down, so that relative sliding will occur between the vertical beam 11 and the suspension block 42. At this time, the friction between the suspension block 42 and the suspension groove 12, and the resistance of the spring 43 to the relative sliding between the suspension block 42 and the suspension groove 12, the process of the friction and the elastic force of the spring 43 doing work can absorb the energy in the longitudinal seismic wave, thereby reducing the damage to the wall caused by the earthquake.
[0055] When the transverse seismic wave energy acts on the wall, the wall conducts the seismic shear wave to the two vertical beams 11, and the vertical beams 11 tend to swing left and right. On the one hand, the resistance work process between the friction slider 52 and the friction guide rail 51 will absorb the seismic shear wave energy acting on the keel structure. On the other hand, the special material setting of the graphene of the inclined rod itself makes it resist the work done when it is about to deform, and can also absorb part of the energy in the seismic shear wave. In addition, the connecting rod 53 set between the two friction sliders 52 ensures the integrity of the entire keel structure, so that when any part of the keel structure is under pressure and has a tendency to deform or displace, the pressure can be dispersed to various parts of the keel structure to prevent the phenomenon of structural fracture due to uneven local force. At the same time, when the overall structure is about to deform or displace, the work it needs to do to overcome the resistance is much greater than the work needed to overcome the resistance when a single structure is about to deform or displace. The integrity and stability of the keel structure are enhanced, and accordingly, the stability of the wall connected to the keel is enhanced.
[0056] The above shows and describes the basic principles, main features and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited by the above embodiments. The above embodiments and descriptions are only preferred examples of the present invention and are not intended to limit the present invention. Without departing from the spirit and scope of the present invention, the present invention may have various changes and improvements, which fall within the scope of the present invention. The scope of protection of the present invention is defined by the attached claims and their equivalents.
Claims
1. A split block wall frame, characterized in that: At least comprising a pair of keels arranged on both sides of the wall, the keels comprising a pair of symmetrically arranged support assemblies (10), the support assemblies (10) being used to support the wall, a partition assembly (20) being movably connected between the two support assemblies (10), the partition assembly (20) being used to ensure the stability of the two support assemblies (10), and the partition assembly (20) being capable of adjusting the position of the center of gravity of the keel; A flexible component (30) is provided between the two support components (10) and the partition component (20), and the flexible component (30) is used to improve the stability of the connection between the partition component (20) and the two support components (10). A plurality of suspension components (40) are provided at the connection between the flexible component (30) and the support component (10), and the plurality of suspension components (40) are used to enable the flexible component (30) to be in a suspended state when not subjected to external force, so as to reduce the pressure on the partition component (20). When the flexible component (30) is subjected to external force, the suspension component (40) can increase the resistance when the flexible component (30) and the two support components (10) slide relative to each other, so as to absorb the longitudinal pressure applied to the keel by the outside world; A friction damping component (50) is provided at the connection between the flexible component (30) and the partition component (20); when the partition component (20) is subjected to an external force, the friction damping component (50) is used to increase the resistance when the flexible component (30) and the partition component (20) slide relative to each other, thereby absorbing the lateral pressure applied to the keel by the outside world; The support assembly (10) comprises at least a vertical beam (11), and two vertical beams (11) are provided with a hanging groove (12) on one side close to each other; The support assembly (10) further comprises an arc surface arranged on two sides adjacent to the vertical beam (11) and the suspension groove (12), wherein the arc surface is provided with a thread groove; The suspension assembly (40) comprises a guide rod (41) disposed in a suspension groove (12), a pair of suspension blocks (42) being sleeved on the guide rod (41), the two suspension blocks (42) being slidably connected to the suspension groove (12), and a spring (43) being fixedly connected between the two suspension blocks (42).
2. The split block wall skeleton according to claim 1, characterized in that: The partition assembly (20) comprises a pair of adjustment seats (21), the two adjustment seats (21) being rotatably connected to the threaded grooves of the two vertical beams (11) respectively, and a cross beam (22) being slidably connected between the two vertical beams (11).
3. The split block wall frame according to claim 1, characterized in that: The friction damping assembly (50) comprises friction guide rails (51) fixedly connected to both sides of the crossbeam (22), the two friction guide rails (51) being slidably connected to friction sliders (52), a plurality of connecting rods (53) being arranged between the two friction sliders (52), and the plurality of connecting rods (53) being rotatably connected to the two friction sliders (52).
4. The split block wall frame according to claim 3, characterized in that: The flexible component (30) comprises a plurality of inclined rods, and both ends of the plurality of inclined rods are rotatably connected to the suspension block (42) and the friction slider (52) respectively.
5. The split block wall frame according to claim 4, characterized in that: The material of the oblique rod, the suspension block (42) and the connecting rod (53) are all graphene.
Citation Information
Patent Citations
Flexible connecting method of infilled wall and frame structure
CN109252728A
Flexibly connected assembled wall body
CN110685383A