A steel tube concrete frame
By setting up a damping mechanism at the unequal connection nodes and using the damping liquid and buffer mechanism to absorb seismic energy, the problem of rigid connection between beams and columns in the prior art has been solved, and the stability and seismic resistance of the building structure are improved.
Patent Information
- Application Number
- CN202510300943.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-14
- Publication Date
- 2025-06-17
- Estimated Expiration
- 2045-03-14
AI Technical Summary
The existing unequal connection nodes have relatively rigid connection methods between beams and columns, resulting in poor seismic resistance of buildings and prone to structural instability, deformation or collapse in earthquakes.
A steel pipe concrete frame is adopted, and the building beam is arranged on the steel pipe, and a damping mechanism is set between the beam and the steel pipe, including a cylinder block, a plug disc, a plug rod, a buffer mechanism and a spiral ring sheet. Through the cooperation of the damping liquid and the buffer mechanism, seismic energy is absorbed and connection stability is enhanced.
When an earthquake occurs, the damping mechanism can effectively consume seismic energy, reduce the impact on the building structure, improve the stability and seismic resistance of the building, and prevent deformation or collapse of the connecting nodes.
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Figure CN119825022B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of steel structure buildings, in particular to a steel tube concrete frame. Background Art
[0002] Unequal height connection nodes refer to nodes that are connected at different heights or different horizontal planes. This connection method is common in building structures and is mainly used to solve the problem of connecting beams and columns in steel structures. Especially when the columns are of different heights, this connection method can improve the stability and safety of the structure and is suitable for different height connection requirements in various building structures.
[0003] However, the existing unequal height connection nodes between beams and columns are still mostly connected by rigid connection methods such as welding, steel bracket connection, angle steel connection, etc. This rigid connection method makes the building's earthquake resistance poor. Once an earthquake occurs, the structure at the connection node between the beam and the column will become unstable. The structure at the node is difficult to unload the energy generated by the earthquake. The connection between the beam and the column is prone to deformation or collapse, threatening the structural strength of the building. Summary of the invention
[0004] Based on this, it is necessary to provide a steel tube concrete frame to address the problem of structural instability at the current beam-column connection nodes.
[0005] The above purpose is achieved through the following technical solutions:
[0006] A steel tube concrete frame, comprising a building beam and a steel tube, the building beam being arranged on the steel tube, and a damping mechanism being arranged between the building beam and the steel tube; the damping mechanism comprising a cylinder body, a plug disc and a plug rod, the cylinder body being filled with damping fluid, the plug disc being slidably arranged in the cylinder body and having a damping hole on its surface, the plug rod being fixed on one side of the plug disc and its end away from the plug disc passing through the inner bottom surface of the cylinder body; a buffer mechanism being arranged between the cylinder body and the plug disc, the buffer mechanism comprising a movable sleeve, a spiral ring sheet and a variable pitch thread groove, the movable sleeve being connected to one side of the plug disc by a spring, a first driving assembly being arranged on the plug disc and being capable of driving the movable sleeve to rotate, the variable pitch thread groove being arranged on the inner side wall of the cylinder body, the spiral ring sheet being arranged in the variable pitch thread groove, and the space between the spiral ring sheet and the movable sleeve A receiving assembly is provided, through which the spiral ring piece rotates synchronously with the movable sleeve, and the spiral ring piece can move along the groove body of the variable pitch thread groove when rotating; the first driving assembly includes a driving rod, a first driving key and a driving groove, the driving rod is arranged on one side of the plug disc and can extend into the inner hole of the movable sleeve, the first driving key is arranged on the side wall of the driving rod, and the driving groove is opened on the inner hole wall of the movable sleeve, the first driving key is adapted to the driving groove and is located in the driving groove; the driving groove is a spiral groove, when the first driving key moves along the axial direction of the cylinder body, the first driving key can abut against the groove surface of the spiral groove and can push the movable sleeve to rotate; wherein, in the axial direction parallel to the cylinder body, the closer to the end face of the cylinder body, the smaller the pitch of the variable pitch thread groove is.
[0007] Furthermore, the receiving assembly includes a rotating ring piece, a fixed rod and an auxiliary rod, the rotating ring piece is arranged at one end of the spiral ring piece, the fixed rod is arranged on the inner hole wall of the rotating ring piece and extends to the interior of the spiral ring piece, the length direction of the fixed rod is parallel to the axial direction of the spiral ring piece, the fixed rod is provided with an auxiliary sliding groove, the auxiliary rod is arranged on the outer side wall of the movable sleeve, and the auxiliary rod is adapted to the auxiliary sliding groove; when the auxiliary rod is inserted into the corresponding auxiliary sliding groove, the movable sleeve can slide along the auxiliary sliding groove; when the movable sleeve rotates, the auxiliary rod can push the spiral ring piece to rotate.
[0008] Furthermore, a mounting column coaxially arranged with the cylinder body is arranged in the cylinder body, a connecting rod groove is opened on the plug disc and the plug rod, and the mounting column is inserted into the rod groove and can slide along the rod groove;
[0009] A main rotating groove and a secondary rotating groove are provided in the plug disc, the main rotating groove is communicated with the secondary rotating groove, the main rotating groove is coaxially arranged with the rod groove, and the secondary rotating groove is coaxially arranged with the damping hole;
[0010] A main rotating disc is arranged in the main rotating groove, a second driving assembly is arranged between the main rotating disc and the mounting column, the main rotating disc is rotatably connected to the mounting column through the second driving assembly, a slave rotating disc is arranged in the slave rotating groove, a liquid leakage hole is opened on the slave rotating disc, and the slave rotating disc is meshed with the main rotating disc through teeth;
[0011] Limit rods coaxial with the slave rotating disk are arranged on both sides of the slave rotating disk, and spoilers are arranged on the limit rods, and the spoilers are used to block the damping holes.
[0012] Further, the spoiler comprises a spoiler block and a threaded column, the spoiler block is located on one side of the slave rotating disk, the threaded column is fixed on the side of the spoiler block away from the slave rotating disk, a limiting hole penetrating the threaded column is formed on the spoiler block, and the limiting rod is adapted to the limiting hole;
[0013] A hollow sheet is provided at the port of the damping hole, and the threaded column is away from the hollow sheet at one end of the rotating disk and passes through the corresponding side, and is threadedly connected with the corresponding hollow sheet;
[0014] The insertion of the limiting rod into the limiting hole can not only realize the sliding of the spoiler on the limiting rod, but also drive the spoiler to rotate when the limiting rod rotates.
[0015] Furthermore, the second driving assembly includes a power groove opened on the side wall of the mounting column and a second driving key arranged on the inner hole wall of the main turntable, the power groove includes a straight groove and a threaded groove, the straight groove is parallel to the axial direction of the mounting column, the threaded groove is arranged at both ends of the straight groove, and is symmetrically arranged about the straight groove, the straight groove and the threaded grooves at both ends are connected, the second driving key can slide from the straight groove into the threaded groove or the second driving key can slide from the threaded groove into the straight groove.
[0016] Furthermore, the damping hole is a hole with an hourglass-shaped cross-section, and the spoiler block is a truncated cone-shaped block, and the spoiler block can block the damping hole; when the main turntable rotates, it drives the slave turntable to rotate, and then drives the threaded column to rotate. The rotation of the threaded column can drive the spoiler block to approach or move away from the center of the damping hole, thereby enabling the spoiler block to open and close the damping hole.
[0017] Furthermore, the building beam is installed on the steel pipe through an annular tube, the steel pipe is inserted into the inner hole of the annular tube, and the building beam is installed on the outer wall of the annular tube; the building beam includes a beam frame, and an I-beam and steel bars are arranged in the beam frame. The I-beam is fixedly connected to the beam frame by bolts, one end of the I-beam is fixed to the annular tube, the steel bar is parallel to the length direction of the I-beam, and the side thereof facing the annular tube passes through the annular tube and extends into the steel pipe; a casting port is opened on the top surface of the annular tube, and the end of the beam frame facing the annular tube is communicated with the annular tube.
[0018] Furthermore, a reinforcing member for enhancing the structural strength of the annular cylinder is arranged inside the annular cylinder.
[0019] Furthermore, mounting seats are provided at both ends of the cylinder body and the plug rod that are away from each other, and the cylinder body and the plug rod are respectively hinged to the steel pipe and the building beam through the corresponding mounting seats.
[0020] The beneficial effects of the present invention are:
[0021] In the technical solution disclosed in the present invention, the damping mechanism arranged between the building beam and the steel pipe can consume the energy generated by the earthquake when an earthquake occurs, thereby reducing the impact of the earthquake on the connection node between the building beam and the steel pipe, making the building structure more stable;
[0022] When an earthquake occurs, the cylinder and the plug rod in the damping mechanism may move away from or toward each other, allowing the plug disc to move in the cylinder. When the plug disc moves, the damping fluid can flow through the damping hole, and the plug disc will be resisted by the damping fluid, thereby having a certain buffering effect on the vibration between the building beam and the steel pipe, making the connection between the building beam and the steel pipe more stable.
[0023] In addition, the buffer mechanism provided between the cylinder body and the plug disc can further increase the resistance of the plug disc when it moves in the cylinder body, and can further consume the energy generated by the earthquake;
[0024] The spiral ring piece arranged in the variable pitch thread groove can transfer the heat inside the cylinder body to the outside of the cylinder body. Temperature is an important factor affecting the flow of the damping fluid. The higher the temperature, the stronger the fluidity of the damping fluid, and the weaker the energy unloading capacity of the damping mechanism. Therefore, the spiral ring piece can improve the heat transfer in the cylinder body, thereby enhancing the energy unloading capacity of the damping mechanism, which is more conducive to the stability of the building structure.
[0025] Moreover, the movement of the spiral ring in the variable pitch thread groove can also consume the energy generated by the earthquake and play a role in energy unloading. BRIEF DESCRIPTION OF THE DRAWINGS
[0026] Figure 1It is a schematic diagram of the overall structure of the steel tube concrete frame in some embodiments of the present invention;
[0027] Figure 2 Schematic diagram of the cross-sectional structure of the damping mechanism in some embodiments of the present invention;
[0028] Figure 3 It is a schematic diagram of the explosion structure of the damping mechanism in some embodiments of the present invention;
[0029] Figure 4 Schematic diagram of the exploded structure of the plug disc and its internal structural parts in some embodiments of the present invention;
[0030] Figure 5 It is a schematic diagram of the structure of the movable sleeve in some embodiments of the present invention;
[0031] Figure 6 Schematic diagram of the structure of the spiral ring sheet in some embodiments of the present invention;
[0032] Figure 7 It is a schematic diagram of the cross-sectional structure of the plug disc in some embodiments of the present invention;
[0033] Figure 8 For the present invention Figure 2 A schematic diagram of the enlarged structure of part A;
[0034] Fig. 9 It is a schematic diagram of the structure in which the mounting column is arranged in the cylinder body in some embodiments of the present invention;
[0035] Fig.10 Schematic diagram of the explosion structure of building beams and steel pipes in some embodiments of the present invention.
[0036] In the figure, 100, building beam; 101, beam frame; 102, I-beam; 103, steel bar; 200, steel pipe; 210, annular cylinder; 211, pouring port; 212, irrigation port; 300, cylinder body; 310, mounting column; 400, plug plate; 401, damping hole; 402, hollow sheet; 410, main rotating groove; 411, main rotating disk; 420, slave rotating groove; 421, slave rotating disk; 4210, leakage hole; 422, limit rod; 4220, spoiler; 4221, spoiler; 4222, threaded column; 500, plug rod; 510, rod groove; 600, buffer mechanism; 610, movable sleeve; 620, spiral ring piece; 630, variable pitch thread groove; 611, spring; 710, drive rod; 720, first drive key; 730, drive groove; 810, rotating ring piece; 820, fixed rod; 830, auxiliary rod; 821, auxiliary slide groove; 911, straight groove; 912, thread groove; 920, second drive key. DETAILED DESCRIPTION
[0037] In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below through embodiments and in conjunction with the accompanying drawings. It should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.
[0038] The serial numbers assigned to the components herein, such as "first", "second", etc., are only used to distinguish the objects described and do not have any order or technical meaning. The "connection" and "coupling" mentioned in this application, unless otherwise specified, include direct and indirect connections (couplings). In the description of the present invention, it should be understood that the orientation or position relationship indicated by the terms "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", etc. are based on the orientation or position relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the present invention.
[0039] In the present invention, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, a first feature being "above", "above" or "above" a second feature may mean that the first feature is directly above or obliquely above the second feature, or simply means that the first feature is higher in level than the second feature. A first feature being "below", "below" or "below" a second feature may mean that the first feature is directly below or obliquely below the second feature, or simply means that the first feature is lower in level than the second feature.
[0040] See also Figure 1-Figure 10 , Figure 1 It is a schematic diagram of the overall structure of the steel tube concrete frame in some embodiments of the present invention. Figure 2 is a schematic cross-sectional structure diagram of a damping mechanism in some embodiments of the present invention, Figure 3 Schematic diagram of the explosion structure of the damping mechanism in some embodiments of the present invention, Figure 4 It is a schematic diagram of the exploded structure of the plug disc and its internal structural parts in some embodiments of the present invention. Figure 5 It is a schematic diagram of the structure of the movable sleeve in some embodiments of the present invention. Figure 6 It is a schematic diagram of the structure of the spiral ring sheet in some embodiments of the present invention, Figure 7 It is a schematic diagram of the cross-sectional structure of the plug disc in some embodiments of the present invention. Figure 8 For the present invention Figure 2 The enlarged structural diagram of part A in the figure is as follows: Fig. 9 This is a schematic diagram of the structure in which the mounting column is arranged in the cylinder body in some embodiments of the present invention. Fig.10Schematic diagram of the explosion structure of building beams and steel pipes in some embodiments of the present invention.
[0041] A steel tube concrete frame includes a building beam 100 and a steel tube 200. The building beam 100 is arranged on the steel tube 200. There are at least two building beams 100. At least two building beams 100 can be arranged on the same steel tube 200 in different horizontal planes, and a damping mechanism is arranged between any building beam 100 and the steel tube 200.
[0042] The damping mechanism includes a cylinder 300, a plug disc 400 and a plug rod 500. The cylinder 300 is filled with a damping fluid (not shown in the figure), the plug disc 400 is provided with a damping hole 401, and the plug disc 400 can be slidably arranged in the cylinder 300. The plug rod 500 is fixed to one side of the plug disc 400 and its end away from the plug disc 400 passes through the inner bottom surface of the cylinder 300.
[0043] Specifically, the cross section of the plug disc 400 is circular and matches the cross section of the inner cavity of the cylinder body 300, and the side wall of the plug disc 400 contacts the inner wall of the cylinder body 300. The cylinder body 300 is filled with damping fluid, and the plug rod 500 can push the plug disc 400 to move in the cylinder body 300. During the movement of the plug disc 400, the damping fluid can pass through the damping hole 401 opened on the plug disc 400. When the plug disc 400 moves, the damping fluid can flow through the damping hole 401, and the plug disc 400 will be subject to the resistance of the damping fluid, thereby being able to produce a certain buffering effect on the vibration between the building beam 100 and the steel pipe 200, and making the connection between the building beam 100 and the steel pipe 200 more stable.
[0044] In some embodiments, a buffer mechanism 600 is provided between the cylinder body 300 and the plug disc 400. The buffer mechanism 600 can improve the energy unloading capacity of the damping mechanism in the above embodiments and can make the connection between the building beam 100 and the steel pipe 200 more stable.
[0045] The buffer mechanism 600 includes a movable sleeve 610, a spiral ring piece 620 and a variable pitch thread groove 630. The movable sleeve 610 is connected to one side of the plug disc 400 through a spring 611, a first driving component capable of driving the movable sleeve 610 to rotate is provided between the plug disc 400 and the movable sleeve 610, the variable pitch thread groove 630 is provided on the inner side wall of the cylinder body 300, the spiral ring piece 620 is provided in the variable pitch thread groove 630, a receiving component is provided between the spiral ring piece 620 and the movable sleeve 610, the spiral ring piece 620 rotates synchronously with the movable sleeve 610 through the receiving component, and the spiral ring piece 620 can move along the groove body of the variable pitch thread groove 630 when rotating.
[0046] Specifically, the movable sleeve 610 can be connected to one side of the plug disc 400 through a spring 611, and the movable sleeve 610 can be a metal part. One end of the spring 611 is fixedly connected to one side of the plug disc 400, and the other end is fixedly connected to the movable sleeve 610. The first driving assembly is arranged between the plug disc 400 and the movable sleeve 610, and the movable sleeve 610 can rotate in the cylinder body 300 through the first driving assembly.
[0047] The variable pitch thread groove 630 is provided on the inner side wall of the cylinder body 300, and in the direction parallel to the axial direction of the cylinder body 300, the closer to the end face of the cylinder body 300, the smaller the distance between two adjacent groove bodies in the variable pitch thread groove 630, that is, the smaller the pitch of the variable pitch thread groove 630. The spiral ring piece 620 can be a metal part, and the spiral ring piece 620 is arranged in the variable pitch thread groove 630. A receiving assembly is arranged between the spiral ring piece 620 and the movable sleeve 610, and the spiral ring piece 620 can realize synchronous rotation with the movable sleeve 610 through the receiving assembly. When the spiral ring piece 620 rotates, it can move in the groove body of the variable pitch thread groove 630, which can increase or decrease the pitch of the spiral ring piece 620.
[0048] The spiral ring piece 620 has good thermal conductivity, and the spiral ring piece 620 can be a copper spiral ring. The spiral ring piece 620 is arranged in the variable pitch thread groove 630, which can increase the contact area between the inner wall of the cylinder body 300 and the damping fluid, thereby enhancing the heat dissipation capacity of the cylinder body 300, dissipating the heat in the damping fluid faster, reducing the impact of the damping fluid due to temperature changes, ensuring the normal operation of the damping mechanism, and thus facilitating the stability of the building structure.
[0049] Moreover, when the spiral ring 620 rotates, it can move relative to the groove wall of the variable pitch thread groove 630, thereby generating a certain friction force. This friction force can offset or consume part of the energy generated by the earthquake, which is beneficial to maintaining the connection relationship between the building beam 100 and the steel pipe 200, making the building structure more stable.
[0050] Further, the first driving assembly may include a driving rod 710, a first driving key 720 and a driving groove 730. The driving rod 710 may be fixed to one side of the plug disc 400 and may be inserted into the inner hole of the movable sleeve 610, the spring 611 may be sleeved on the driving rod 710, and the first driving key 720 may be fixed on the side wall of the driving rod 710. The driving groove 730 is provided on the inner hole wall of the movable sleeve 610, the driving groove 730 is a spiral groove, and is adapted to the first driving key 720.
[0051] When the plug disc 400 moves in the cylinder body 300, the drive rod 710 moves synchronously with the first drive key 720 thereon. The first drive key 720 can abut against the groove surface of the spiral groove (drive groove 730) and can apply pressure to the groove surface of the spiral groove, thereby pushing the movable sleeve 610 to rotate.
[0052] The rotation of the movable sleeve 610 can drive the spring 611 to twist, and a reaction force will be generated when the spring 611 twists. The reaction force of the spring 611 can increase the resistance that the plug disc 400 needs to overcome when moving in the cylinder body 300. The movement of the plug disc 400 in the cylinder body 300 depends on the force generated between the steel pipe 200 and the building beam 100 during an earthquake. Therefore, the reaction force of the spring 611 can offset part of the energy generated by the earthquake, which is beneficial to maintaining the structural stability between the steel pipe 200 and the building beam 100.
[0053] In addition, when the first driving key 720 contacts the groove wall of the driving groove 730 and moves relative to the groove wall of the driving groove 730, the friction between the first driving key 720 and the groove wall of the driving groove 730 can also offset or consume part of the energy generated by the earthquake, which is more conducive to maintaining the connection stability between the steel pipe 200 and the building beam 100.
[0054] Furthermore, the receiving assembly may include a rotating ring piece 810, a fixed rod 820 and an auxiliary rod 830. The rotating ring piece 810 is fixed to one end of the spiral ring piece 620. The fixed rod 820 is fixed to the inner hole wall of the rotating ring piece 810, and the length direction of the fixed rod 820 is parallel to the axial direction of the cylinder body 300. One end of the fixed rod 820 can extend to the inside of the spiral ring piece 620.
[0055] The fixed rod 820 is provided with an auxiliary slot 821 parallel to its length direction, the end of the auxiliary slot 821 located inside the spiral ring piece 620 is a closed end, and the end of the auxiliary slot 821 located at the rotating ring piece 810 is an open end. The auxiliary rod 830 is arranged on the outer side wall of the movable sleeve 610 and is parallel to the axial direction of the movable sleeve 610, and the auxiliary rod 830 is adapted to the auxiliary slot 821.
[0056] Specifically, a plurality of fixing rods 820 may be provided, and the plurality of fixing rods 820 are evenly distributed along the inner hole wall of the rotating ring piece 810 , and the auxiliary sliding grooves 821 and the auxiliary rods 830 corresponding to the fixing rods 820 are correspondingly provided.
[0057] When the auxiliary rod 830 is inserted into the corresponding auxiliary sliding groove 821, the movable sleeve 610 rotates, and the auxiliary rod 830 can push the spiral ring piece 620 to rotate, thereby allowing the spiral ring piece 620 to move in the variable pitch thread groove 630. When the spiral ring piece 620 moves in the variable pitch thread groove 630, the friction force generated between the spiral ring piece 620 and the variable pitch thread groove 630 can also offset the energy generated by the earthquake, which is conducive to maintaining the stability of the building.
[0058] When an earthquake occurs, the cylinder body 300 and the plug rod 500 may move away from or towards each other. When the cylinder body 300 and the plug rod 500 move away from each other, the plug rod 500 drives the plug disc 400 to move in the cylinder body 300 in a direction away from the top cover in the cylinder body 300. When the plug disc 400 moves, the drive rod 710 on the plug disc 400 can drive the first drive key 720 to press against the groove wall of the drive groove 730, thereby driving the movable sleeve 610 to rotate. The rotation of the movable sleeve 610 can drive the auxiliary rod 830, the fixed rod 820 and the rotating ring piece 810 to rotate synchronously. The rotating ring piece 810 drives the spiral ring piece 620 to rotate, so that the spiral ring piece 620 can move on the groove surface of the variable pitch thread groove 630.
[0059] When the spiral ring piece 620 moves in the variable pitch thread groove 630, the pitch of the spiral ring piece 620 will increase or decrease. When the pitch of the spiral ring piece 620 increases, the spiral ring piece 620 will be stretched, and the spiral ring piece 620 can contact a larger range of damping fluid. For damping fluid with a higher temperature, the spiral ring piece 620 can transfer heat to the outside of the cylinder body 300 more quickly; when the pitch of the spiral ring piece 620 decreases, the spiral ring piece 620 will be compressed, and the spiral ring piece 620 will be denser. The denser spiral ring piece 620 has better heat dissipation capacity and can transfer the heat near the spiral ring piece 620 to the outside of the cylinder body 300 more quickly.
[0060] When the cylinder body 300 and the plug rod 500 are close to each other, the plug disc 400 will move towards the top cover inside the cylinder body 300. The movement modes of the movable sleeve 610, spiral ring sheet 620 and other components are similar to the movement modes of the corresponding components when the cylinder body 300 and the plug rod 500 are away from each other. The only difference is that the directions are opposite, which will not be repeated here.
[0061] Therefore, no matter whether the cylinder body 300 and the plug rod 500 are close to or far away from each other, the flow of the damping fluid in the damping hole 401, the rotation of the movable sleeve 610, the torsion of the spring 611, and the movement of the spiral ring 620 in the variable pitch thread groove 630 can all consume the vibration energy exerted on the building when an earthquake occurs, and can maintain the stability of the building, that is, the connection stability between the building beam 100 and the steel pipe 200 at structures of unequal heights.
[0062] In addition, the spiral ring sheet 620 can also speed up the heat dissipation of the damping fluid in the cylinder body 300 .
[0063] When the pitch of the spiral ring piece 620 increases, the spiral ring piece 620 can contact the damping liquid in a larger range, and the spiral ring piece 620 can dissipate heat for a larger range of damping liquid; when the pitch of the spiral ring piece 620 decreases, the heat dissipation speed of the dense spiral ring piece 620 is faster than that of the sparse spiral ring piece 620, and the damping liquid in a certain area can be dissipated faster. After that, the damping liquid in this area exchanges heat with the damping liquid in other areas, and the damping liquid as a whole can also be dissipated. The damping liquid with a low temperature can have a better damping effect on the plug disc 400, can better unload the energy generated by the earthquake, and is more conducive to maintaining the stability of the building structure.
[0064] In other embodiments, the buffer mechanism 600, the first drive assembly and the receiving assembly are each provided in two groups, and the two groups of buffer mechanisms 600, the two groups of first drive assemblies and the two groups of receiving assemblies can be symmetrically arranged about the cross-section at the center of the inner cavity of the cylinder body 300, and the cross-section is perpendicular to the axial direction of the cylinder body 300.
[0065] At this time, a buffer mechanism 600, a first driving assembly and a receiving assembly are provided on both sides of the plug disc 400, and the center of the plug disc 400 coincides with the center of the inner cavity of the cylinder body 300, which defines that the plug disc 400 is at an initial position at this time.
[0066] When the plug disc 400 is in the initial state, the spiral ring pieces 620 on both sides of the plug disc 400 are both located at one end of the variable pitch thread groove 630 close to the plug disc 400 and are respectively fixed on the corresponding rotating ring pieces 810 .
[0067] When the plug disc 400 moves toward the inner top cover of the cylinder body 300, the distance between the plug disc 400 and the inner top cover of the cylinder body 300 decreases, and the driving rod 710 on the plug disc 400 drives the first driving key 720 to move. When the plug disc 400 moves, the driving rod 710 located between the plug disc 400 and the inner top cover of the cylinder body 300 drives the first driving key 720 to press against the groove wall of the driving groove 730. The first driving key 720 can push the movable sleeve 610 to rotate, and the movable sleeve 610 drives the spiral ring piece 620 to rotate. When the spiral ring piece 620 rotates, the pitch of the spiral ring piece 620 will gradually decrease due to the limitation of the variable pitch thread groove 630. At this time, the pressure between the plug disc 400 and the inner top cover of the cylinder body 300 will increase, and the temperature will rise. However, the spiral ring piece 620 with a smaller pitch can quickly conduct heat to the damping fluid in this area, dissipate the heat in this area to the outside of the cylinder body 300, and ensure the stability of the damping fluid.
[0068] The spiral ring piece 620 in the area between the plug disc 400 and the inner bottom surface of the cylinder body 300 is located at one end of the variable pitch thread groove 630 close to the plug disc 400, and the spiral ring piece 620 in this area will neither rotate nor move in the axial direction of the cylinder body 300. At this time, the movable sleeve 610 located between the plug disc 400 and the inner bottom surface of the cylinder body 300 will not rotate either. When the plug disc 400 moves toward the direction close to the inner top surface of the cylinder body 300, the plug disc 400 will drive the corresponding movable sleeve 610 to slide along the auxiliary slide groove 821 through the spring 611 and the first drive key 720 located between the plug disc 400 and the inner bottom surface of the cylinder body 300.
[0069] Since the structures on both sides of the plug disc 400 are completely symmetrical, when the plug disc 400 moves toward the inner bottom surface of the cylinder body 300, the actions of the buffer mechanism 600, the first drive assembly and the receiving assembly between the plug disc 400 and the inner bottom surface of the cylinder body 300 are completely consistent with the actions of the corresponding mechanisms or components between the plug disc 400 and the inner top cover of the cylinder body 300, and will not be repeated here.
[0070] In this embodiment, no matter which end of the cylinder body 300 the plug disc 400 moves toward, the spiral ring piece 620 can conduct heat to the damping liquid, accelerate the heat loss in the damping liquid, and help maintain the stability of the damping liquid. Moreover, when the plug disc 400 moves toward the end of the cylinder body 300, the spiral ring piece 620 between the plug disc 400 and the corresponding end of the cylinder body 300 can always move along the corresponding variable pitch thread groove 630. The friction force that the spiral ring piece 620 needs to overcome when moving, the torsional force of the spring 611, the friction between the first drive key 720 and the drive groove 730, etc. can all offset or consume the vibration energy generated when an earthquake occurs, and can maintain the connection stability between the building beam 100 and the steel pipe 200, which is conducive to maintaining the stability of the building.
[0071] In some embodiments, a mounting column 310 coaxially arranged with the cylinder body 300 is provided in the cylinder body 300, and the mounting column 310 may be a columnar / rod-shaped structure integrally arranged with the cylinder body 300. A connecting rod groove 510 is provided on the plug disc 400 and the plug rod 500, and the length direction of the rod groove 510 is parallel to the length direction of the mounting column 310. One end of the mounting column 310 located in the cylinder body 300 is inserted into the rod groove 510 and can slide along the rod groove 510.
[0072] The plug disc 400 is provided with a main rotating groove 410 and a secondary rotating groove 420, the main rotating groove 410 communicates with the secondary rotating groove 420, the main rotating groove 410 is coaxially arranged with the rod groove 510, and the secondary rotating groove 420 is coaxially arranged with the damping hole 401. The groove surfaces of the main rotating groove 410 and the secondary rotating groove 420 are both perpendicular to the axial direction of the cylinder body 300.
[0073] A main rotating disc 411 parallel to the groove surface is arranged in the main rotating groove 410, and a second driving assembly is arranged between the main rotating disc 411 and the mounting column 310, and the main rotating disc 411 is rotatably connected to the mounting column 310 through the second driving assembly. A slave rotating disc 421 is arranged in the slave rotating groove 420, and a leakage hole 4210 is opened on the slave rotating disc 421. When the plug disc 400 moves, the damping fluid can pass through the leakage hole 4210 opened on the slave rotating disc 421. The side wall of the main rotating disc 411 is arranged with a first tooth, and the side surface of the slave rotating disc 421 is arranged with a second tooth, and the first tooth and the second tooth are meshed with each other.
[0074] Specifically, the second drive assembly includes a power groove and a second drive key 920. The power groove is provided on the side wall of the mounting column 310, and the second drive key 920 can be provided on the inner hole wall of the main turntable 411. The power groove can include a straight groove 911 and a thread groove 912, the straight groove 911 is provided on the side wall of the mounting column 310, and the straight groove 911 is parallel to the axial direction of the mounting column 310. The thread groove 912 can be provided in two, and the two thread grooves 912 are respectively provided at the two ends of the straight groove 911, and the two thread grooves 912 are symmetrically provided about the straight groove 911, and the straight groove 911 and the thread grooves 912 at both ends thereof are smoothly connected. The second drive key 920 can be a hemispherical block, and the second drive key 920 can slide from the straight groove 911 into the thread groove 912 or the second drive key 920 can slide from the thread groove 912 into the straight groove 911.
[0075] Further, both sides of the slave rotating disk 421 are provided with limiting rods 422 coaxial with the slave rotating disk 421, and the limiting rods 422 are provided with spoilers 4220. The spoiler 4220 includes a spoiler block 4221 and a threaded column 4222, the spoiler block 4221 is located on one side of the slave rotating disk 421, the threaded column 4222 is fixed on the side of the spoiler block 4221 away from the slave rotating disk 421, and a limiting hole penetrating the threaded column 4222 is provided on the spoiler block 4221, and the limiting rod 422 is inserted into the limiting hole, which can not only realize the sliding of the spoiler block 4221 on the limiting rod 422, but also drive the spoiler block 4221 to rotate when the limiting rod 422 rotates.
[0076] A hollow sheet 402 is provided at the end of the damping hole 401, and the hollow sheet 402 is fixed at both ends of the damping hole 401. The threaded column 4222 passes through the hollow sheet 402 on the corresponding side from one end of the rotating disk 421 and is threadedly connected with the corresponding hollow sheet 402.
[0077] In this embodiment, when the plug disc 400 approaches the inner top cover of the cylinder body 300 , the second driving key 920 disposed on the inner hole wall of the main turntable 411 can move along the power groove on the mounting column 310 .
[0078] When the energy generated by the earthquake is too small and the vibration caused to the building is small, the damping mechanism is stretched or compressed to a small extent. At this time, the second drive key 920 can only move along the straight groove 911 in the power groove, and there is no other adjustment to the size of the damping hole 401.
[0079] When the energy generated by the earthquake is large and the magnitude of the stretching or compression of the damping mechanism is large, the second driving key 920 can slide from the corresponding straight groove 911 into the spiral groove connected thereto, and when sliding into the spiral groove, it can also drive the main rotating disk 411 to rotate in the corresponding main rotating groove 410. The rotation of the main rotating disk 411 can drive the slave rotating disk 421 engaged therewith to rotate, and the rotation of the slave rotating disk 421 can drive the threaded column 4222 on the spoiler 4221 to rotate. When the threaded column 4222 rotates, it can drive the spoiler 4221 to move in the axial direction of the threaded column 4222, thereby making the spoiler 4221 away from the damping hole 401 and expanding the damping hole 401.
[0080] The enlargement of the damping hole 401 can increase the flow rate of the damping fluid in the cylinder 300, thereby enabling the damping fluid with a higher temperature in the cylinder 300 to flow more quickly to the damping fluid with a lower temperature, thereby facilitating heat exchange of the damping fluid and avoiding local overheating that affects the damping capacity of the present invention.
[0081] In other embodiments, one main rotating groove 410 may be provided, and four slave rotating grooves 420 may be provided, the four slave rotating grooves 420 are all connected to the main rotating groove 410 , and the four slave rotating grooves 420 are evenly distributed around the circumference of the main rotating groove 410 .
[0082] There are also four damping holes 401 corresponding to the secondary rotating groove 420 , and the corresponding hollow sheets 402 are respectively fixed at both ends of the damping holes 401 . There are two spoiler blocks 4221 in each damping hole 401 , and the two spoiler blocks 4221 are symmetrically arranged about the center of the damping hole 401 .
[0083] In this embodiment, the damping hole 401 is an hourglass-shaped hole, and the spoiler block 4221 is a truncated cone-shaped block. When the threaded column 4222 rotates, it can drive the spoiler block 4221 to approach or move away from the center of the damping hole 401, thereby achieving control of the opening size of the damping hole 401.
[0084] In some embodiments, the building beam 100 is installed on the steel pipe 200 through the annular tube 210. The inner hole of the annular tube 210 is adapted to the steel pipe 200, the steel pipe 200 is inserted into the inner hole of the annular tube 210, and the building beam 100 is installed on the outer side wall of the annular tube 210.
[0085] Specifically, the annular cylinder 210 is a hollow steel cylinder, which includes an inner cylinder, an outer cylinder, a top cover and a bottom plate, wherein the top cover and the bottom plate are both annular steel plates, the top cover is used to connect and block the top ends of the inner cylinder and the outer cylinder, and the bottom plate is used to connect and block the bottom ends of the inner cylinder and the outer cylinder, the steel pipe 200 is inserted into the inner cylinder of the annular cylinder 210, and the side wall of the steel pipe 200 is in conflict with the inner cylinder wall of the annular cylinder 210. A partition plate is also fixed on the cylinder wall of the annular cylinder 210, and the partition plate is also an annular steel plate. The partition plate is sleeved on the annular cylinder 210 and is used to separate the building beams 100 that need to be connected to the steel pipe 200. Through the separation of the partition plate, the building beam 100 can be set between the top plate and the partition plate, and between the bottom plate and the partition plate.
[0086] Furthermore, the building beam 100 includes a beam frame 101, and an I-beam 102 and a steel bar 103 are arranged in the beam frame 101. The I-beam 102 is fixedly connected to the beam frame 101 by bolts and a fixing plate. One end of the I-beam 102 is fixed to the annular tube 210, and the steel bar 103 is parallel to the length direction of the I-beam 102, and the side of the steel bar 103 facing the annular tube 210 passes through the annular tube 210 and extends into the steel pipe 200.
[0087] Specifically, the building beam 100 can be arranged between the top plate and the partition plate or between the bottom plate and the partition plate of the annular tube 210. The I-beam 102 fixed in the beam frame 101 is fixed to the corresponding side wall of the annular tube 210 by bolts.
[0088] Furthermore, a pouring port 211 is provided on the top surface of the annular cylinder 210 , and one end of the beam frame 101 facing the annular cylinder 210 is in communication with the annular cylinder 210 .
[0089] Specifically, a pouring port 211 is provided on the top plate of the annular tube 210, and a plurality of pouring ports 211 may be provided, and the plurality of pouring ports 211 may be evenly distributed along the annular surface of the top plate. A pouring port 212 communicating with the beam frame 101 is provided on the side wall of the annular tube 210, that is, on the outer tube side wall of the annular tube 210. When the beam frame 101 is fixed to the side wall of the annular tube 210 by means of the I-beam 102, the port of the beam frame 101 facing the annular tube 210 is directly communicated with the pouring port 212. A baffle that can prevent the outflow of concrete may also be provided at one end of the beam frame 101 facing the annular tube 210.
[0090] When pouring the steel pipe 200 and the building beam 100, concrete can be poured into the steel pipe 200 first. After the concrete is poured into the steel pipe 200, the connection between the steel bar 103 on the building beam 100 and the steel pipe 200 can be achieved. After that, concrete is poured into the annular cylinder 210 from the pouring port 211 on the top plate of the annular cylinder 210. Before the concrete fills the annular cylinder 210, the concrete can pass through the pouring port 212 on the side wall of the annular cylinder 210, and then can flow into the beam frame 101 provided with the I-beam 102 and the steel bar 103, thereby realizing the pouring of the building beam 100, and then realizing the pouring of the building beam 100 and the steel pipe 200.
[0091] In order to strengthen the structural strength of the annular cylinder 210, a reinforcing member may be provided inside the annular cylinder 210. The reinforcing member may be a plurality of reinforcing ribs, which may be fixed between the inner cylinder and the outer cylinder of the annular cylinder 210 to ensure the overall structural strength of the annular cylinder 210. Of course, not only reinforcing ribs but also any plate member that can strengthen the structural strength of the annular cylinder 210 may be provided.
[0092] In this embodiment, the cylinder body 300 and the plug rod 500 are both hinged with mounting seats at their ends away from each other, and the cylinder body 300 is fixed to the steel pipe 200 or the beam frame 101 through the mounting seat, and the plug rod 500 corresponding to the cylinder body 300 is fixed to the beam frame 101 or the steel pipe 200 through the mounting seat, thereby realizing the installation of the damping mechanism between the beam and the column.
[0093] The technical features of the above embodiments may be arbitrarily combined. To make the description concise, not all possible combinations of the technical features in the above embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.
[0094] The above-described embodiments only express several implementation methods of the present invention, and the descriptions thereof are relatively specific and detailed, but they cannot be understood as limiting the scope of the present application. It should be pointed out that, for a person of ordinary skill in the art, several modifications and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present application. Therefore, the protection scope of the present application shall be subject to the attached claims.
Claims
1. A steel tube concrete frame, characterized in that: include: A building beam (100) and a steel pipe (200), wherein the building beam (100) is arranged on the steel pipe (200), and a damping mechanism is arranged between the building beam (100) and the steel pipe (200); The damping mechanism comprises a cylinder (300), a plug disc (400) and a plug rod (500); the cylinder (300) is filled with damping fluid; the plug disc (400) is slidably disposed in the cylinder (300) and has a damping hole (401) on its surface; the plug rod (500) is fixed to one side of the plug disc (400) and one end of the plug rod (500) away from the plug disc (400) passes through the inner bottom surface of the cylinder (300); A buffer mechanism (600) is provided between the cylinder body (300) and the plug disc (400), and the buffer mechanism (600) comprises a movable sleeve (610), a spiral ring sheet (620) and a variable pitch thread groove (630). The movable sleeve (610) is connected to one side of the plug disc (400) via a spring (611). A first driving component capable of driving the movable sleeve (610) to rotate is provided between the plug disc (400) and the movable sleeve (610). The variable pitch thread groove (630) is provided on the inner side wall of the cylinder body (300), the spiral ring piece (620) is arranged in the variable pitch thread groove (630), a receiving assembly is arranged between the spiral ring piece (620) and the movable sleeve (610), the spiral ring piece (620) rotates synchronously with the movable sleeve (610) through the receiving assembly, and the spiral ring piece (620) can move along the groove body of the variable pitch thread groove (630) when rotating; The first driving assembly comprises a driving rod (710), a first driving key (720) and a driving groove (730); the driving rod (710) is arranged on one side of the plug disc (400) and can extend into the inner hole of the movable sleeve (610); the first driving key (720) is arranged on the side wall of the driving rod (710); the driving groove (730) is opened on the inner hole wall of the movable sleeve (610); the first driving key (720) is adapted to the driving groove (730) and is located in the driving groove (730); The driving groove (730) is a spiral groove, and when the first driving key (720) moves along the axial direction of the cylinder body (300), the first driving key (720) can abut against the groove surface of the spiral groove and can push the movable sleeve (610) to rotate; In which, in an axial direction parallel to the cylinder body (300), the closer to the end face of the cylinder body (300), the smaller the pitch of the variable pitch thread groove (630).
2. The steel tube concrete frame according to claim 1, characterized in that: The receiving assembly comprises a rotating ring piece (810), a fixed rod (820) and an auxiliary rod (830); the rotating ring piece (810) is arranged at one end of the spiral ring piece (620); the fixed rod (820) is arranged on the inner hole wall of the rotating ring piece (810) and extends to the inside of the spiral ring piece (620); the length direction of the fixed rod (820) is parallel to the axial direction of the spiral ring piece (620); the fixed rod (820) is provided with an auxiliary sliding groove (821); the auxiliary rod (830) is arranged on the outer side wall of the movable sleeve (610); the auxiliary rod (830) is adapted to the auxiliary sliding groove (821); When the auxiliary rod (830) is inserted into the corresponding auxiliary sliding groove (821), the movable sleeve (610) can slide along the auxiliary sliding groove (821); When the movable sleeve (610) rotates, the auxiliary rod (830) can push the spiral ring piece (620) to rotate.
3. The steel tube concrete frame according to claim 1, characterized in that: The cylinder body (300) is provided with a mounting column (310) coaxially arranged with the cylinder body (300); the plug disc (400) and the plug rod (500) are provided with a communicating rod groove (510); the mounting column (310) is inserted into the rod groove (510) and can slide along the rod groove (510); The plug disc (400) is provided with a main rotating groove (410) and a secondary rotating groove (420), the main rotating groove (410) is communicated with the secondary rotating groove (420), the main rotating groove (410) is coaxially arranged with the rod groove (510), and the secondary rotating groove (420) is coaxially arranged with the damping hole (401); A main rotating disc (411) is arranged in the main rotating groove (410), a second driving assembly is arranged between the main rotating disc (411) and the mounting column (310), the main rotating disc (411) is rotatably connected to the mounting column (310) via the second driving assembly, a slave rotating disc (421) is arranged in the slave rotating groove (420), a liquid leakage hole (4210) is opened on the slave rotating disc (421), and the slave rotating disc (421) is meshed with the main rotating disc (411) via teeth; Limit rods (422) coaxial with the slave rotating disk (421) are provided on both sides of the slave rotating disk (421), and spoilers (4220) are provided on the limit rods (422), and the spoilers (4220) are used to block the damping hole (401).
4. The steel tube concrete frame according to claim 3, characterized in that: The spoiler (4220) comprises a spoiler block (4221) and a threaded column (4222), wherein the spoiler block (4221) is located on one side of the secondary rotating disk (421), the threaded column (4222) is fixed on the side of the spoiler block (4221) away from the secondary rotating disk (421), a limiting hole penetrating the threaded column (4222) is provided on the spoiler block (4221), and the limiting rod (422) is adapted to the limiting hole; A hollow sheet (402) is provided at the end of the damping hole (401), and the threaded column (4222) passes through the hollow sheet (402) on the corresponding side, away from the end of the rotating disk (421), and is threadedly connected with the corresponding hollow sheet (402); The insertion of the limiting rod (422) into the limiting hole can not only realize the sliding of the spoiler block (4221) on the limiting rod (422), but also drive the spoiler block (4221) to rotate when the limiting rod (422) rotates.
5. The steel tube concrete frame according to claim 4, characterized in that: The second driving assembly includes a power groove opened on the side wall of the mounting column (310) and a second driving key (920) arranged on the inner hole wall of the main turntable (411), the power groove includes a straight groove (911) and a thread groove (912), the straight groove (911) is parallel to the axial direction of the mounting column (310), the thread groove (912) is arranged at both ends of the straight groove (911), and is symmetrically arranged with respect to the straight groove (911), the straight groove (911) and the thread grooves (912) at both ends thereof are connected, and the second driving key (920) can slide from the straight groove (911) into the thread groove (912) or the second driving key (920) can slide from the thread groove (912) into the straight groove (911).
6. The steel tube concrete frame according to claim 4 or 5, characterized in that: The damping hole (401) is an hourglass-shaped hole, the spoiler block (4221) is a truncated cone-shaped block, and the spoiler block (4221) is capable of blocking the damping hole (401); When the main turntable (411) rotates, it drives the slave turntable (421) to rotate, and then drives the threaded column (4222) to rotate. The rotation of the threaded column (4222) can drive the spoiler block (4221) to approach or move away from the center of the damping hole (401), so that the spoiler block (4221) can open and close the damping hole (401).
7. The steel tube concrete frame according to claim 1, characterized in that: The building beam (100) is installed on the steel pipe (200) through an annular tube (210); the steel pipe (200) is inserted into the inner hole of the annular tube (210); and the building beam (100) is installed on the outer side wall of the annular tube (210); The building beam (100) comprises a beam frame (101), an I-beam (102) and a steel bar (103) are arranged in the beam frame (101), the I-beam (102) is fixedly connected to the beam frame (101) by bolts, one end of the I-beam (102) is fixed to the annular tube (210), the steel bar (103) is parallel to the length direction of the I-beam (102), and the side of the steel bar (103) facing the annular tube (210) passes through the annular tube (210) and extends into the steel pipe (200); A pouring port (211) is provided on the top surface of the annular cylinder (210), and one end of the beam frame (101) facing the annular cylinder (210) is in communication with the annular cylinder (210).
8. The steel tube concrete frame according to claim 7, characterized in that: A reinforcing member for reinforcing the structural strength of the annular cylinder (210) is arranged inside the annular cylinder (210).
9. The steel tube concrete frame according to claim 7 or 8, characterized in that: Mounting seats are provided at both ends of the cylinder body (300) and the plug rod (500) that are away from each other. The cylinder body (300) and the plug rod (500) are respectively hinged to the steel pipe (200) and the building beam (100) through the corresponding mounting seats.
Citation Information
Patent Citations
Beam column connecting joint for fabricated building
CN118958496A