An assembled seismic-resistant energy-absorbing connection structure

Abstract

The present invention discloses an assembled seismic-resistant energy-absorbing connection structure, the main body of which mainly adopts steel plates, round steel cylinders, springs, ear plates, pull rods, connectors and other components. By pre-embedded connectors, a connection device is arranged to add elastic potential energy to the springs arranged in the device, so that the entire structure can have the ability to absorb energy and resist seismic in all directions, and realizes the full mechanization of the construction of assembled building columns, beams, plates and other structures. Under normal use, it has a good bearing capacity. When an external force such as an earthquake occurs, it can dissipate energy at the column-beam connection and the beam-plate connection for the forces transmitted in all directions, so as to achieve higher seismic resistance. At the same time, when a component is damaged, it can be replaced, or the building can be demolished, and the component can be recycled again.

Description

Technical Field

[0001] The present invention relates to the technical field of civil engineering, and in particular to an assembled earthquake-resistant energy-absorbing connection structure. Background Art

[0002] With the development of modern industry, prefabricated buildings are increasingly widely used in the construction industry. They are buildings assembled from prefabricated components. This type of building has a fast construction speed, relatively low production cost, can save materials, reduce waste, is more environmentally friendly, has a high degree of mechanization of components, and is flexible in design. However, its connection structure is a rigid connection, and it adopts a hard-resistance method of "strong nodes and weak components" to resist earthquakes. Its seismic energy consumption capacity is poor, and it is severely damaged after the earthquake and cannot be replaced or repaired. In addition, for current prefabricated buildings, it is not possible to achieve mechanized installation of all components, and its connection parts need to be connected in the form of post-casting, which reduces the advantages of prefabrication to a certain extent and slows down the construction speed. No effective solution has been proposed for the problems in related technologies. Summary of the invention

[0003] In view of the above technical problems in the related art, the present invention proposes an assembled seismic-resistant energy-absorbing connection structure, which can overcome the above deficiencies of the prior art.

[0004] To achieve the above technical objectives, the technical solution of the present invention is implemented as follows:

[0005] A prefabricated seismic energy-absorbing connection structure comprises a beam-column connection structure: a steel connection head is arranged at the end of the beam member, the internal stress-bearing steel bars of the beam member are welded to the steel connection head, the four corners of the steel connection head are respectively welded to the connection steel plate, the connection steel plate is respectively welded to the circular steel cylinder, a steel connection piece is arranged outside the steel cylinder, a steel plate is placed inside the steel connection piece, two sides of the steel plate are welded to a clamping plate, an inner steel cylinder is welded on the steel plate, a spring is arranged outside the inner steel cylinder, an outer steel cylinder is passed through the spring, the outer steel cylinder is welded to the outer steel plate, the outer steel plate is fixed to the steel connection piece by bolts, one end of the steel connection piece is welded to the steel plate three, a spring two is placed between the steel plate three and the circular steel cylinder, a steel connection piece two is arranged on the column member, a steel ear plate is welded on the steel connection piece two, the steel ear plate is connected to the pull rod by a steel bayonet, the pull rod passes through the steel plate three, the spring two, the circular steel cylinder, the spring three, and the steel plate two, and the pull rod is fixed to the outer side of the steel plate two by a nut one.

[0006] Furthermore, the inner steel cylinder, the spring and the outer steel cylinder are perpendicular to the steel plate and the outer steel plate.

[0007] Furthermore, the diameter of the steel cylinder is greater than the diameters of spring one and spring two.

[0008] The assembled seismic-resistant energy-absorbing connection structure according to claim 1 comprises a beam-slab connection structure: embedded bolts in the beam member, the embedded bolts pass through the lower steel plate, steel plate five, embedded steel cylinder and embedded fixings, clamp plates two are welded on both sides of the lower steel plate, steel plate four is welded in the middle, steel plate five is arranged on the inner sides of clamp plates two and steel plate four, clamp plates three are welded on both sides of steel plate five, spring four is welded on steel plate five, steel plate seven is welded on the upper part of steel plate four, steel plate seven is connected to one side of the hinge, the other side of the hinge is connected to steel plate six, one end of spring five is fixedly connected to steel plate six, the other end of spring five is fixedly connected to steel plate four, and the prefabricated plate is fixed to the embedded bolts by nuts two.

[0009] The beneficial effects of the present invention are as follows: by adopting components such as steel plates, round steel cylinders, springs, ear plates, pull rods, connectors, etc., by pre-embedded connectors, and setting connecting devices, elastic potential energy is added to the springs set in the devices, so that the entire structure can have the ability to dissipate energy and resist earthquakes in all directions, and it is possible to enable assembled building columns, beams, plates and other structures to achieve fully mechanized construction. Under normal use, they have good bearing capacity. When external forces such as earthquakes occur, energy can be dissipated at the column-beam connection and the beam-slab connection for the forces transmitted in all directions, thereby achieving higher earthquake resistance. At the same time, when a component is damaged, it can be replaced, or the building can be demolished, and the component can be recycled again. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0011] Figure 1 It is a schematic diagram of the beam-column connection structure of the assembled seismic-resistant energy-absorbing connection structure according to an embodiment of the present invention.

[0012] Figure 2 It is a schematic diagram of the cross-sectional structure 1-1 according to an embodiment of the present invention.

[0013] Figure 3 It is a schematic diagram of the beam-slab connection structure of the assembled seismic-resistant energy-absorbing connection structure according to an embodiment of the present invention.

[0014] Figure 4 It is a schematic diagram of the beam-slab connection at the edge beam of the assembled seismic-resistant energy-absorbing connection structure according to an embodiment of the present invention.

[0015] In the figure: 1. Steel connector, 2. Beam member, 3. Strength steel bar, 4. Connecting steel plate, 5. Steel cylinder, 6. Steel connector 1, 7. Steel plate 1, 8. Inner steel cylinder, 9. Spring 1, 10. Outer steel cylinder, 11. Outer steel plate, 12. Clamp 1, 13. Bolt, 14. Column member, 15. Steel connector 2, 16. Steel ear plate, 17. Steel clamp, 18. Steel plate 2, 19. Nut 1. 20. Pull rod, 21. Embedded steel cylinder, 22. Steel plate 3, 23. Spring 2, 24. Spring 3, 25. Embedded bolts, 26. Lower steel plate, 27. Clamp 2, 28. Steel plate 4, 29. Spring 4, 30. Steel plate 5, 31. Clamp 3, 32. Embedded fixings, 33. Steel plate 6, 34. Hinge, 35. Steel plate 7, 36. Spring 5, 37. Nut 2, 38. Prefabricated plate. DETAILED DESCRIPTION

[0016] The following will be combined with the accompanying 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 belong to the scope of protection of the present invention.

[0017] like Figure 1-4 As shown, an assembled seismic energy-absorbing connection structure according to an embodiment of the present invention includes a beam-column connection structure: a steel connection head 1 is arranged at the end of the beam member 2, a stress-bearing steel bar 3 inside the beam member 2 is welded to the steel connection head 1, four corners of the steel connection head 1 are respectively welded to a connecting steel plate 4, the connecting steel plate 4 is respectively welded to a circular steel cylinder 5, a steel connecting piece 6 is outer-sheathed on the steel cylinder 5, a steel plate 7 is placed inside the steel connecting piece 6, both sides of the steel plate 7 are welded to a clamping plate 12, an inner steel cylinder 8 is welded to the steel plate 7, a spring 9 is outer-sheathed on the inner steel cylinder 8, an outer steel cylinder 10 is passed through the spring 9, and an outer The steel cylinder 10 is welded to the outer steel plate 11, and the outer steel plate 11 is fixed to the steel connecting piece 6 by bolts 13. One end of the steel connecting piece 6 is welded to the steel plate 3 22. A spring 23 is placed between the steel plate 3 22 and the circular steel cylinder 5. A steel connecting piece 2 15 is arranged on the column member 14. A steel ear plate 16 is welded to the steel connecting piece 2 15. The steel ear plate 16 is connected to the pull rod 20 by a steel bayonet 17. The pull rod 20 passes through the steel plate 3 22, the spring 23, the circular steel cylinder 5, the spring 3 24, and the steel plate 2 18. The pull rod 20 is fixed to the outer side of the steel plate 2 18 by a nut 19.

[0018] In a specific embodiment of the present invention, the inner steel cylinder 8, spring 19 and outer steel cylinder 10 are perpendicular to the steel plate 17 and the outer steel plate 11.

[0019] In a specific embodiment of the present invention, the diameter of the steel cylinder 5 is larger than the diameters of the spring 23 and the spring 3 24.

[0020] In a specific embodiment of the present invention, the inner steel cylinder 8, the spring 9, and the outer steel cylinder 10 are arranged along the beam direction, and their specific numbers are determined according to the magnitude of the force, but there are at least 4 on each side.

[0021] In a specific embodiment of the present invention, the steel connector 1 is embedded in advance when the beam member 2 is manufactured, and is firmly welded to the stressed steel bars 3.

[0022] In a specific embodiment of the present invention, the second steel connector 15 is embedded in advance when the column member 14 is manufactured.

[0023] In a specific embodiment of the present invention, the steel connecting member 15 is connected with beam components 2 in several directions, and corresponding structures for connecting the beam components 2 are arranged in those directions.

[0024] In a specific embodiment of the present invention, the diameter of the steel cylinder 5 is greater than the diameters of the second spring 23 and the third spring 24, and the steel cylinder 5 can compress the second spring 23 and the third spring 24.

[0025] In a specific embodiment of the present invention, the connection between the pull rod 20 and the steel bayonet 17 has reliable measures to prevent the steel plate 22 from shifting toward the steel bayonet 17, such as increasing the diameter and setting a gasket.

[0026] The assembled seismic energy-absorbing connection structure according to claim 1 comprises a beam-slab connection structure: a bolt 25 is embedded in the beam member 2, and the embedded bolt 25 passes through a lower steel plate 26, a steel plate 5 30, an embedded steel cylinder 21 and an embedded fixing member 32, a clamping plate 27 is welded on both sides of the lower steel plate 26, a steel plate 4 28 is welded in the middle, a steel plate 5 30 is arranged on the inner side of the clamping plate 27 and the steel plate 4 28, a clamping plate 31 is welded on both sides of the steel plate 5 30, a spring 4 29 is welded on the steel plate 5 30, a steel plate 7 35 is welded on the upper part of the steel plate 4 28, the steel plate 7 35 is connected to one side of the hinge 34, and the other side of the hinge 34 is connected to a steel plate 6 33, one end of a spring 5 36 is fixedly connected to the steel plate 6 33, and the other end of the spring 5 36 is fixedly connected to the steel plate 4 28, and the prefabricated plate 38 is fixed to the embedded bolt 25 by a nut 2 37.

[0027] In a specific embodiment of the present invention, the spring four 29, spring five 36, embedded bolts 25, embedded steel cylinder 21, and fixing parts 32 are set in specific quantities according to the length and bearing capacity of the plate, and each support must not be less than 4.

[0028] In a specific embodiment of the present invention, the beam-slab connection structure is formed into a shape with a protrusion on one side of the beam member 2 at the edge beam, and the steel plate 6 33, hinge 34, steel plate 7 35, and spring 5 36 are only formed on one side.

[0029] In a specific embodiment of the present invention, elastic potential energy is applied to spring 1 9 to resist the force of the assembled beam in the up, down, left and right directions and to absorb the external force transmitted by other factors such as earthquakes.

[0030] In a specific embodiment of the present invention, elastic potential energy is applied to the spring 23 and the spring 3 24 to resist the force of the beam-column connection structure in the left and right directions and to absorb the external force transmitted by other factors such as earthquakes.

[0031] In a specific embodiment of the present invention, elastic potential energy is applied to spring four 29 and spring five 36 to resist the vertical and horizontal forces of the beam-slab connection structure and to absorb external forces transmitted by other factors such as earthquakes.

[0032] In a specific embodiment of the present invention, a steel connecting head 1 is pre-embedded on the beam-column connecting structure, a connecting steel plate 4 is welded on the steel connecting head 1, and a steel cylinder 5 is welded on the connecting steel plate 4, thereby achieving the transmission of the tension and pressure of the beam-column connecting structure to the steel cylinder 5.

[0033] In a specific embodiment of the present invention, a steel plate 7, a clamping plate 12, an inner steel cylinder 8, an outer steel cylinder 10, a spring 9, an outer steel plate 11, a steel connecting member 6, and a bolt 13 are arranged to provide the beam component 2 with bearing capacity in the up, down, left, and right directions.

[0034] In order to facilitate understanding of the above technical solutions of the present invention, the above technical solutions of the present invention are described in detail below through specific usage methods.

[0035] In specific use, according to the present invention:

[0036] The beam-column connection structure is pre-embedded with a steel connector 15 when the column component 14 is manufactured, and an ear plate 16 is welded on the steel connector 15. When the beam component 2 is manufactured, a box-shaped steel connector 1 is pre-embedded, and the stress-bearing steel bars 3 in the beam are reliably connected to the steel connector 1 by welding. A connecting steel plate 4 is welded to each of the four corners of the steel connector 1, and then a steel cylinder 5 is welded. When preparing for installation, the steel plate 3 22 is reliably welded to the steel connector 6, a bolt 13 is pre-placed in the steel connector 6, and a spring 2 23 and a spring 3 24 are placed in the steel connector 6. After completion, the steel connector 6 is inserted into the steel In the cylinder 5, a steel plate 7 is placed inside the steel connecting part 6, and a clamp plate 12 and an inner steel cylinder 8 are welded on both sides of the steel plate 7. A spring 9 is placed outside the inner steel cylinder 8, and the spring 9 is welded to the outer steel cylinder 10 and the outer steel plate 11. The spring 9 is inserted into the outer steel cylinder 10, and the outer steel plate 11 is pressed down by adjusting the bolt 13 so that the spring 9 has elastic potential energy, and then the pull rod 20 is passed through the steel plate 3 22, the spring 23, the steel cylinder 5, the spring 3 24, and the steel plate 2 18, and the pull rod 20 is connected to the steel ear plate 16 through the steel bayonet 17, and the spring is adjusted by adjusting the nut 19. 23. Spring 3 24 has elastic potential energy. By adjusting spring 19, spring 19 presses steel plate 17, and steel plate 17 presses steel connector 1. The arrangement of inner steel cylinder 8 and outer steel cylinder 10 can ensure that spring 19 does not move when subjected to force, and the force transmission is stable, so that the beam-column connection structure exerts force in the up, down, left and right directions. These forces must meet the bearing capacity of the beam-column connection structure. When the up, down, left and right forces are generated by earthquakes and other situations, spring 19 can shrink and deform again. When the external force is removed, spring 19 returns to its original state, thereby achieving the effect of energy dissipation and earthquake resistance. In the horizontal direction of the column-beam-column connection structure, On the upper side, by adjusting the nut 19, the steel plate 2 18 presses down the spring 3 24, the spring 3 24 presses down the steel cylinder 5, the steel cylinder 5 presses down the spring 23, the spring 23 is limited and constrained by the steel plate 3 22, and the steel plate 3 22 is limited and constrained by the pull rod 20, so that the spring 23 and the spring 3 24 have the ability to resist lateral tension, and at the same time, when subjected to forces generated by earthquakes and the like, the spring 23 and the spring 3 24 can shrink and deform again, thereby achieving the effect of energy dissipation and earthquake resistance. At the same time, this structure can realize the fully mechanized installation of assembled beams and columns, and when a component is damaged, it can be replaced.

[0037] (2) Beam-slab connection structure: When the beam member 2 is manufactured, embedded bolts 25 are placed as the main components of the beam-slab connection structure. When the prefabricated plate 38 is manufactured, embedded steel cylinders 21 and embedded fixings 32 are used as the main load-bearing components of the beam-slab connection structure. Steel plate 4 28 is welded on the lower steel plate 26, and steel plate 7 35 is welded on the top of steel plate 4 28. Steel plate 7 35 is connected to steel plate 6 33 through hinges 34. Spring 5 36 is fixed to steel plate 4 28, and then the other end of spring 5 36 is fixed to steel plate 6 33. Clamping plates 27 are welded on both sides of the lower steel plate 26, and clamping plates 31 are welded on both sides of steel plate 5 30. Clamping plates 27 are placed inside steel plate 4 28. The embedded steel cylinder 21 in the prefabricated plate 38 is inserted into the embedded bolts 25. The plate is pressed down on steel plate 6 33 by adjusting nut 2 37, and steel plate 6 33 compresses the spring. The spring 36 is made to have elastic potential energy in the vertical direction. At the same time, when a force in the horizontal direction is generated by an earthquake or the like, the spring 36 can shrink and deform again. When the external force is removed, the spring 36 returns to its original state. In the vertical direction, the spring 29 has elastic potential energy. When a force in the vertical direction is generated by an earthquake or the like, the spring 29 can shrink and deform again. When the external force is removed, the spring 29 returns to its original state, thereby achieving the effect of energy consumption and earthquake resistance. At the same time, this structure can realize the fully mechanized installation of assembled beams and columns, and when a component is damaged, it can be replaced.

[0038] To sum up, with the help of the above-mentioned technical scheme of the present invention, by adopting steel plates, round steel cylinders, springs, ear plates, pull rods, connectors and other components, through pre-embedded connectors, setting connecting devices, adding elastic potential energy to the springs arranged in the device, so that the entire structure can have the ability to dissipate energy and resist earthquakes in all directions, and realize the fully mechanized construction of prefabricated building columns, beams, plates and other structures. Under normal use, they have good bearing capacity. When external forces such as earthquakes occur, they can dissipate energy at the column-beam connection and the beam-slab connection for the forces transmitted in all directions, thereby achieving higher earthquake resistance. At the same time, when a component is damaged, it can be replaced, or the building can be demolished, and the component can be recycled again.

[0039] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. An assembled seismic energy-absorbing connection structure, comprising a beam-column connection structure, characterized in that: A steel connector (1) is provided at the end of the beam member (2), the internal stress-bearing steel bars (3) of the beam member (2) are welded to the steel connector (1), the four corners of the steel connector (1) are respectively welded to the connecting steel plates (4), the connecting steel plates (4) are respectively welded to the circular steel cylinders (5), a steel connector (6) is disposed outside the steel cylinder (5), a steel plate (7) is placed inside the steel connector (6), both sides of the steel plate (7) are welded to the clamping plate (12), an inner steel cylinder (8) is welded to the steel plate (7), a spring (9) is disposed outside the inner steel cylinder (8), the spring (9) is inserted inside the outer steel cylinder (10), The outer steel cylinder (10) is welded to the outer steel plate (11), and the outer steel plate (11) is fixed to the steel connecting member 1 (6) by bolts (13). One end of the steel connecting member 1 (6) is welded to the steel plate 3 (22). A spring 2 (23) is placed between the steel plate 3 (22) and the circular steel cylinder (5). A steel connecting member 2 (15) is arranged on the column member (14). A steel ear plate (16) is welded to the steel connecting member 2 (15). The steel ear plate (16) is connected to the pull rod (20) by a steel bayonet (17). The pull rod (20) is inserted into the steel plate 3 (22), the spring 2 (23), and the circular steel The inner steel cylinder (5), spring three (24), steel plate two (18), the pull rod (20) is fixed to the outer side of steel plate two (18) by nut one (19), the inner steel cylinder (8), spring one (9) and outer steel cylinder (10) are perpendicular to steel plate one (7) and outer steel plate (11), and also includes a beam-plate connection structure: embedded bolts (25) in the beam member (2), the embedded bolts (25) pass through the lower steel plate (26), steel plate five (30), embedded steel cylinder (21) and embedded fixing parts (32), the lower steel plate (26) is welded with clamping plates two (27) on both sides, and steel plate four (28) is welded in the middle, and the clamping plates A steel plate five (30) is arranged on the inner side of the second (27) and the steel plate four (28), a clamping plate three (31) is welded on both sides of the steel plate five (30), a spring four (29) is welded on the steel plate five (30), a steel plate seven (35) is welded on the upper part of the steel plate four (28), the steel plate seven (35) is connected to one side of the hinge (34), the other side of the hinge (34) is connected to the steel plate six (33), one end of the spring five (36) is fixedly connected to the steel plate six (33), the other end of the spring five (36) is fixedly connected to the steel plate four (28), and the prefabricated plate (38) is fixed to the embedded bolt (25) by a nut two (37).

2. The assembled seismic energy dissipation connection structure according to claim 1 is characterized in that The diameter of the steel cylinder (5) is greater than the diameters of the second spring (23) and the third spring (24).

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