CN116044000A - Prefabricated self-resetting concrete frame joints with high energy consumption and high robustness - Google Patents

Abstract

The invention relates to the field of civil engineering assembled structures, and discloses an assembled self-resetting concrete frame node with high energy consumption and high robustness, which comprises a precast concrete column, a precast concrete beam, a steel beam anchoring device, a high-efficiency energy consumption device, an energy consumption device support, beam end angle steel, an energy consumption device connecting plate, a fixed steel plate, a high-strength bolt and unbonded prestressed tendons, wherein the unbonded prestressed tendons penetrate through the precast concrete beam and are anchored on the steel beam anchoring device at the beam end of the assembled self-resetting concrete frame node with high energy consumption and high robustness, and when the node relatively rotates due to disasters such as earthquake, the precast concrete beam and the steel beam anchoring device are separated, and the formed opening angle can avoid the tensile yield of longitudinal tendons in the beam; in addition, the steel beam anchoring device is fixed with the precast concrete column through the high-strength bolts, so that constraint and protection are formed on the precast concrete column and the node core area, and damage to the node core area is avoided.

Description

Prefabricated self-resetting concrete frame joints with high energy consumption and high robustness

technical field

The invention relates to the field of civil engineering assembled structures, in particular to an assembled self-resetting concrete frame node with high energy consumption and high robustness.

Background technique

In recent years, self-resetting frame structures have been proposed and widely developed in order to avoid problems such as structural component yielding and large residual deformation of buildings after earthquakes caused by traditional ductile seismic design concepts. Self-resetting frames usually use unbonded prestressed tendons to squeeze the prefabricated beam-column members together. During the joint rotation process, the beam-column members are separated from each other, avoiding the yielding of the structural members and dissipating energy through additional damping devices; the external force is removed Afterwards, the prestressed tendon compresses the beam-column member again, thereby realizing self-resetting. Therefore, the self-resetting frame has both damage control and self-resetting capabilities, which is an effective way to realize the recoverable function after an earthquake.

There are generally two problems in the current self-resetting frame: on the one hand, most of the current self-resetting structures adopt the method of tensioning prestressed tendons throughout the whole layer, and unbonded prestressed tendons run through all beam spans and are anchored to side columns outside. With this type of connection structure, once a certain span is damaged in an earthquake, it will affect the prestress level of the entire floor, resulting in a decrease in the strength of all nodes in the floor, thereby reducing the seismic performance of the entire floor and even causing collapse, making the entire floor The reset structure is less robust. In addition, the high-altitude tensioning of the long prestressed tendons also increases the difficulty of construction work. On the other hand, most of the current additional damping devices are fixed in the beam-column contact area, and the expansion of the nodes causes the damper to deform, resulting in hysteretic energy consumption. With this energy consumption method, the damper can only play a role at a larger node angle, and the energy consumption efficiency is low when the structural deformation is small. Therefore, we propose an assembly type with high energy consumption and high robustness. Self-resetting concrete frame joints.

Contents of the invention

(1) Solved technical problems

Aiming at the deficiencies of the prior art, the present invention provides an assembled self-resetting concrete frame node with high energy consumption and high robustness, which solves the above-mentioned problems.

(2) Technical solutions

In order to achieve the above-mentioned purpose, the present invention provides the following technical solution: an assembled self-resetting concrete frame node with high energy consumption and high robustness, including precast concrete columns, precast concrete beams, steel beam anchoring devices, high energy consumption device, energy dissipation device support, beam end angle steel, energy dissipation device connection plate, fixed steel plate, high-strength bolts and unbonded prestressed tendons, high-strength bolt holes are reserved for precast concrete columns, and precast concrete columns are connected by high-strength bolts to fix steel plates. The unbonded prestressed tendon channel is reserved in the precast concrete beam, the end of the precast concrete beam is anchored into the angle steel, and the connection plate of the energy dissipation device is welded on the outside of the angle steel at the end of the beam, and the connection plate of the energy dissipation device is anchored into the precast concrete beam through the anchor bar. The far column end of the steel beam anchorage device is connected to the precast concrete beam by prestressed tendons, and the near column end of the steel beam anchorage device is connected to the precast concrete column by high-strength bolts. The upper surface of the steel beam anchorage device and the energy dissipation device connecting plate and Energy-dissipating device supports are respectively arranged on the lower surface, and high-efficiency energy-dissipating devices are connected between the steel beam anchoring device and the device supports on the connecting plate of the energy-dissipating device.

Preferably, the steel beam anchoring device includes an H-shaped steel beam, a connecting end plate, an anchoring end plate, two stiffeners and two reinforcing plates, and a reinforcing plate is respectively welded on the upper and lower surfaces of the H-shaped steel beam, and the size of the reinforcing plate is The size of the flange plate of the H-shaped steel beam is the same, the surface of the reinforcement plate is welded with the support of the energy dissipation device, and the far-column end of the H-shaped steel beam is welded with the anchor end plate, and the anchor end plate is provided with a prestressed tendon channel corresponding to the prefabricated concrete beam. The stress tendons pass through the channel in the precast concrete beam and the reserved hole on the anchoring end plate, and are anchored on the anchoring end plate. The end plate of the H-shaped steel beam near the column is welded and connected to the end plate, and the high-strength bolts on the connecting end plate are set on the precast concrete column. The reserved hole corresponding to the hole, the size of the fixed steel plate is consistent with the size of the connecting end plate, and the bolt hole corresponding to the position of the bolt hole on the connecting end plate is opened on the fixed steel plate, and the high-strength bolts pass through the connecting end plate, the precast concrete column and the fixed Steel plate, two stiffeners are symmetrically arranged on both sides of the H-shaped steel beam web, and the end plate, H-shaped steel beam and anchor end plate are respectively connected by three-sided welding, and their positions avoid the connecting end plate and anchor end Tendon holes in the slab.

Preferably, the high-efficiency energy-dissipating device includes an amplified displacement assembly, an energy-dissipating element and a connecting sleeve, the amplified displacement assembly is a diamond-shaped flat truss composed of four connecting rods and four pins, four connecting rods and four pins The shafts are connected in turn and arranged in a "rhombic" shape. The two pins in the direction of the long axis on both sides of the rhombus flat truss pass through the connecting sleeve and the connecting rods on both sides sequentially from the inside to the outside. Between the joints of the connecting rods in the direction of the short axis of the side.

Preferably, the energy-dissipating elements include energy-dissipating plates A, energy-dissipating plates B and friction bolts, and the pins on both sides of the rhombus-shaped flat truss in the direction of the short axis are connected to the corresponding energy-dissipating plates A and The connecting rod corresponding to energy plate A, energy dissipation plate B and the connecting rod corresponding to energy dissipation plate B, the working area of energy dissipation plate A is a double plate, and a 3mm copper plate is fixed on the inner side of the double plate, and the work of energy dissipation plate B The area is a single plate. The energy dissipation plate A has six bolt holes, and the energy dissipation plate B has two rows of friction bolt holes corresponding to the six bolt holes. The friction bolts pass through the upper plate of energy dissipation plate A, energy dissipation plate B and Energy consumption board A lower board.

Preferably, the energy dissipation device support includes a U-shaped force transmission support and a force transmission shaft, the U-shaped force transmission support is welded on the surface of the steel beam anchorage device and the connecting plate of the energy dissipation device, and the force transmission shaft passes through the U-shaped Force transmission support and connecting sleeve.

Preferably, the energy dissipation plate A uses brass sheet, aluminum sheet, mild steel energy dissipation material or viscoelastic energy dissipation material as the frictional energy dissipation material.

Preferably, the section height of the steel beam anchoring device is equal to the sum of the height of the precast concrete beam and the thickness of the connecting plates of the two energy dissipation devices.

(3) Beneficial effects

Compared with the prior art, the present invention provides an assembled self-resetting concrete frame node with high efficiency, energy consumption and high robustness, which has the following beneficial effects:

1. The assembled self-resetting concrete frame joint with high energy consumption and high robustness, when the joint is caused by disasters such as earthquakes to cause relative rotation, the prefabricated concrete beam and the steel beam anchorage device are separated, and the opening angle formed can avoid Tensile yielding of the longitudinal reinforcement; in addition, the steel beam anchorage device is fixed to the precast concrete column by high-strength bolts, constraining and protecting the precast concrete column and the core area of the joint, and avoiding damage to the core area of the joint. The above measures can effectively eliminate the structural damage of the beam-column joints and ensure that the structural members basically maintain an elastic state; at the same time, the self-resetting ability of the joints is provided by the prestressed tendons, which effectively reduces the residual deformation of the joints and ensures that the functions of the joints can be restored after the disaster. .

2. The assembled self-resetting concrete frame joint with high energy consumption and high robustness can effectively improve the energy consumption efficiency of the damper by using the principle of displacement amplification, and can fully deform under small interstory displacements. Nodes provide considerable power consumption capabilities.

3. The prefabricated self-resetting concrete frame joint with high energy consumption and high robustness adopts steel beam anchoring device to provide anchoring area for prestressed tendon in precast concrete beam, and then tensions and anchors well through high-strength bolts The prestressed beam group is fixed to the prefabricated column, thereby realizing the span-by-span tensile anchorage of the prestressed tendon, avoiding the mutual influence of prestressing force between different beam spans on the same floor, and effectively improving the robustness of the structure.

4. The prefabricated self-resetting concrete frame joints with high energy consumption and high robustness can be tensioned and anchored on the ground by tensioning the prestressed tendons to complete the anchoring device of precast concrete beams and steel beams. Then the assembled prestressed beam group is hoisted to the corresponding installation position, and high-strength bolts are used to complete the dry connection with the precast concrete column, thereby avoiding the high-altitude tensioning of the prestressed tendons, which greatly improves the construction efficiency and the construction environment Safe and convenient to operate.

5. The assembled self-resetting concrete frame node with high energy consumption and high robustness, after the energy-consuming components of the high-efficiency energy-dissipating device are worn out and aged, can be replaced by disassembling the pin shaft on the amplified displacement component, so as to realize the node Concentration of damage and quick replacement of damaged parts.

Description of drawings

Fig. 1 is a three-dimensional schematic diagram of a frame node of the present invention;

Fig. 2 is the front view of framework node of the present invention;

Fig. 3 is the top view of frame node of the present invention;

Fig. 4 is the A-A sectional view of Fig. 3 of the present invention;

Fig. 5 is the front view of steel beam anchorage device of the present invention;

Fig. 6 is the B-B sectional view of Fig. 5 of the present invention;

Fig. 7 is a three-dimensional schematic diagram of the high-efficiency energy-consuming device of the present invention;

Fig. 8 is a schematic top view of the high-efficiency energy-consuming device of the present invention;

Fig. 9 is a disassembled schematic view of the high-efficiency energy-consuming device of the present invention;

Fig. 10 is the C-C sectional view of Fig. 8 of the present invention;

Fig. 11 is the D-D sectional view of Fig. 8 of the present invention;

Fig. 12 is an overall schematic diagram of the support of the energy dissipation device and the connecting sleeve of the present invention;

Fig. 13 is a schematic diagram of the principle of the high-efficiency energy consumption device of the present invention.

In the figure: 1. Precast concrete column; 2. Precast concrete beam; 3. Steel beam anchoring device; 31. H-shaped steel beam; 32. Connecting end plate; 33. Anchoring end plate; 34. Stiffener; 35. Strengthening plate ;4. High efficiency energy dissipation device; 41. Amplified displacement assembly; 411. Connecting rod; 412. Pin shaft; 42. Energy dissipation element; 421. Energy dissipation plate A; 422. Energy dissipation plate B; 423. Friction bolt; 43 , Connecting sleeve; 5. Energy dissipation device support; 51. U-shaped force transmission support; 52. Force transmission shaft; 6. Beam end angle steel; 7. Energy dissipation device connecting plate; 8. Fixed steel plate; Bolts; 10, prestressed tendons.

Detailed ways

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

Please refer to Figure 1-4, the assembled self-resetting concrete frame nodes with high energy consumption and high robustness, including precast concrete columns 1, precast concrete beams 2, steel beam anchoring devices 3, high-efficiency energy dissipation devices 4, power consumption Energy device support 5, beam end angle steel 6, energy dissipation device connecting plate 7, fixed steel plate 8, high-strength bolts 9 and unbonded prestressed tendons 10, precast concrete column 1 reserves high-strength bolt holes, and precast concrete column 1 passes through high-strength Bolt 9 connects and fixes the steel plate 8; the precast concrete beam 2 reserves unbonded prestressed tendon channels, and the two beam end angle steels 6 are symmetrically arranged on the upper and lower vertices of the precast concrete beam 2 beam ends, and the precast concrete beam 2 is pre-embedded on the upper and lower surfaces Energy device connection plate 7, the left end of energy dissipation device connection plate 7 is aligned with the left end face of precast concrete beam 2, the contact part of energy dissipation device connection plate 7 and beam end angle steel 6 is connected by welding, energy dissipation device connection plate 7 is connected with precast concrete beam 2. The contact part is connected by pre-embedded rivets; the far column end of the steel beam anchorage device 3 and the precast concrete beam 2 are anchored and connected by prestressed tendons 10, and the near column end of the steel beam anchorage device 3 is fastened and connected with the precast concrete column 1 by high-strength bolts 9 , the upper surface and the lower surface of the steel beam anchoring device 3 and the energy dissipation device connecting plate 7 are respectively provided with an energy dissipation device support 5, and the steel beam anchoring device 3 and the device support 5 on the energy dissipation device connecting plate 7 are connected There are high-efficiency energy-consuming devices4.

Please refer to Fig. 4-6, the steel beam anchoring device 3 includes H-shaped steel beam 31, connecting end plate 32, anchoring end plate 33, two stiffeners 34 and two reinforcing plates 35, and the upper and lower surfaces of H-shaped steel beam 31 are welded respectively A reinforcement plate 35, the size of the reinforcement plate 35 is consistent with the size of the flange plate of the H-shaped steel beam 31, the surface of the reinforcement plate 35 is welded with the energy dissipation device support 5, and the far-column end of the H-shaped steel beam 31 is welded with the anchor end plate 33 , the anchoring end plate 33 is provided with a prestressed tendon channel corresponding to the precast concrete beam 2, and the prestressed tendon 10 passes through the channel in the precast concrete beam 2 and the reserved hole on the anchoring end plate 33, and is anchored on the anchoring end plate 33 , the H-shaped steel beam 31 is welded to the connection end plate 32 near the column end, the connection end plate 32 is provided with a reserved hole corresponding to the high-strength bolt channel on the precast concrete column 1, and the size of the fixed steel plate 8 is consistent with the connection end plate 32 size, The fixed steel plate 8 is provided with a bolt hole corresponding to the position of the bolt hole on the connecting end plate 32, and the high-strength bolts 9 pass through the connecting end plate 32, the precast concrete column 1 and the fixed steel plate 8 in turn, and two stiffeners 34 are symmetrically arranged in the H-shaped On both sides of the web plate of the steel beam 31, the end plate 32, the H-shaped steel beam 31 and the anchor end plate 33 are respectively connected by three-sided welding, and the positions avoid the bolt holes on the connecting end plate 32 and the anchor end plate 33 Prestressed tendon holes on the top.

Please refer to Figures 7-12, the high-efficiency energy dissipation device 4 includes an enlarged displacement assembly 41, an energy dissipation element 42 and a connecting sleeve 43, and the enlarged displacement assembly 41 is a diamond-shaped flat truss composed of four connecting rods 411 and four pin shafts 412 , the four connecting rods 411 and the four pin shafts 412 are connected sequentially and arranged in a "rhombic" shape. The two pin shafts 412 in the long axis direction on both sides of the rhombus flat truss pass through the connecting sleeve 43 and the two sides sequentially from the inside to the outside. The connecting rod 411 and the energy dissipating element 42 are arranged between the hinges of the connecting rod 411 on both sides of the rhombus flat truss in the minor axis direction.

The energy dissipation element 42 includes the energy dissipation plate A421, the energy dissipation plate B422 and the friction bolt 423. The pin shafts 412 on both sides of the rhombus flat truss in the direction of the short axis are respectively connected to the corresponding energy dissipation plate A421 and the energy dissipation plate in sequence from the inside to the outside. The connecting rod 411 corresponding to A421, the energy dissipation plate B422 and the connecting rod 411 corresponding to the energy dissipation plate B422, the working area of the energy dissipation plate A421 is a double plate, and the inner side of the double plate is fixed with a copper plate of 3mm, and the work of the energy dissipation plate B422 The area is a single plate. The energy dissipation plate A421 has six bolt holes, and the energy dissipation plate B422 has two rows of friction bolt holes corresponding to the six bolt holes. The friction bolts 423 pass through the upper plate of the energy dissipation plate A421 and the energy dissipation plate B422 in turn. As well as the lower plate of the energy dissipation plate A421, tighten the friction bolt 423 to generate extrusion force between the copper plate and the energy dissipation plate.

The energy dissipation device support 5 includes a U-shaped force transmission support 51 and a force transmission shaft 52. The U-shaped force transmission support 51 is welded on the surface of the steel beam anchorage device 3 and the connecting plate 7 of the energy dissipation device, and the force transmission shaft 52 passes through The U-shaped force transmission support 51 and the connecting sleeve 43 fix the connection sleeve 43 on the U-shaped force transmission support 51 and ensure that it can rotate around the force transmission shaft 52 .

The energy-dissipating device support 5 has a certain height, and a certain distance is left between the high-efficiency energy-dissipating device 4 and the surface of the precast concrete beam 2 and the steel beam anchoring device 3 to ensure that the high-efficiency energy-dissipating device 4 does not contact the beam when the joint rotates;

The section height of the steel beam anchoring device 3 is equal to the sum of the height of the precast concrete beam 2 and the thickness of the connecting plates 7 of the two energy dissipation devices;

The unbonded prestressed tendons 10 can be arranged in 1-4 groups along the girder height according to actual engineering needs, and the stiffeners 34 in the steel beam anchorage device 3 are arranged in a staggered manner according to the arrangement of the unbonded prestressed tendons 10, and the spacing should be Guarantee the space required for tension and anchorage of unbonded prestressed tendons;

Brass sheet is used as the frictional energy-dissipating material on the energy-dissipating plate A421, and it can be replaced with aluminum sheet friction material, mild steel energy-dissipating material, viscoelastic energy-dissipating material, etc.

当θ小于45°时即可实现位移放大效果。Please refer to Figure 13, the working principle of the high-efficiency energy-dissipating device is as follows: when the beam-column joint rotates, the precast concrete beam 2 is separated from the steel beam anchoring device 3 to form an opening angle, and the energy-dissipating device support 5 arranged on the surface of the precast concrete beam 2 Relative displacement movement occurs with the support of the energy dissipation device 5 arranged on the surface of the steel beam anchorage device 3, so that the amplified displacement component in the high-efficiency energy dissipation device deforms along its long axis direction, and through the deformation coordination of the rhombus flat truss, the energy dissipation The relative displacement between the device supports 5 is transmitted to the relative deformation on the short axis where the energy dissipation board A421 and the energy dissipation board B422 are located, thereby causing relative friction between the energy dissipation board A421 and the energy dissipation board B422. As shown in Figure 13, when the angle between the rod on the long axis of the enlarged displacement assembly 411 and the axis of the beam is θ, the deformation in the direction of the short axis (that is, the relative displacement between the energy dissipation plate A421 and the energy dissipation plate B422) is Deformation in the direction of the long axis (that is, the relative displacement between the supports 5 of the energy dissipation device)

When θ is less than 45°, the displacement amplification effect can be realized.

Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.

Claims (7)

1. The assembled self-resetting concrete frame node with high energy consumption and high robustness is characterized by comprising a precast concrete column (1), a precast concrete beam (2), a steel beam anchoring device (3), a high-efficiency energy consumption device (4), an energy consumption device support (5), beam end angle steel (6), an energy consumption device connecting plate (7), a fixed steel plate (8), a high-strength bolt (9) and unbonded prestressed tendons (10);

the method comprises the steps that a high-strength bolt pore canal is reserved in a precast concrete column (1), bolt holes are reserved in corresponding positions of a fixed steel plate (8), the precast concrete column (1) is connected with the fixed steel plate (8) through high-strength bolts (9), a non-binding prestressed reinforcement pore canal is reserved in a precast concrete beam (2), an end part of the precast concrete beam (2) is anchored into an angle steel (6), an energy consumption device connecting plate (7) is welded on the outer side of the beam end angle steel (6), and the energy consumption device connecting plate (7) is anchored into the precast concrete beam (2) through anchor bars;

the steel beam anchoring device (3) is connected with the precast concrete beam (2) in an anchoring way through a prestressed rib (10), the steel beam anchoring device (3) is connected with the precast concrete column (1) in a fastening way through a high-strength bolt (9), the upper surface and the lower surface of the steel beam anchoring device (3) and the energy dissipation device connecting plate (7) are respectively provided with an energy dissipation device support (5), and a high-efficiency energy dissipation device is connected between the steel beam anchoring device (3) and the device support (5) on the energy dissipation device connecting plate (7).

2. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 1, wherein: the steel beam anchoring device (3) comprises an H-shaped steel beam (31), a connecting end plate (32), an anchoring end plate (33), two stiffening ribs (34) and two reinforcing plates (35), wherein the upper surface and the lower surface of the H-shaped steel beam (31) are respectively welded with one reinforcing plate (35), the size of the reinforcing plate (35) is consistent with that of a flange plate of the H-shaped steel beam (31), a support (5) of the reinforcing plate (35) is welded on the surface of the reinforcing plate, the far-end column end of the H-shaped steel beam (31) is welded with an anchoring end plate (33), the anchoring end plate (33) is provided with a prestressed rib pore canal corresponding to a precast concrete beam (2), the prestressed rib (10) penetrates through the pore canal in the precast concrete beam (2) and a preformed hole in the anchoring end plate (33), the H-shaped steel beam (31) is welded on the near-column end of the connecting end plate (32), the connecting end plate (32) is provided with a preformed hole corresponding to a high-strength bolt pore canal in the precast concrete column (1), the size of the connecting end plate (32) is consistent with the connecting end plate (32), the steel plate (8) is fixedly provided with a preformed hole canal (8) corresponding to the high-strength bolt pore canal (32) in turn, the connecting end plate (8) and the precast end plate (32) penetrates through the precast concrete column (1), the two stiffening ribs (34) are symmetrically arranged on two sides of a web plate of the H-shaped steel beam (31), the end plate (32), the H-shaped steel beam (31) and the anchoring end plate (33) are respectively connected in a three-side girth welding mode, and the positions of the two stiffening ribs avoid bolt holes in the connecting end plate (32) and prestressed rib holes in the anchoring end plate (33).

3. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 1, wherein: the high-efficiency energy consumption device (4) comprises an amplifying displacement assembly (41), energy consumption elements (42) and connecting sleeves (43), the amplifying displacement assembly (41) is a rhombic flat truss formed by four connecting rods (411) and four pin shafts (412), the four connecting rods (411) and the four pin shafts (412) are sequentially connected and are arranged into a rhombic shape, the two pin shafts (412) on the long axis directions of two sides of the rhombic flat truss sequentially penetrate through the connecting sleeves (43) and the connecting rods (411) on the two sides from inside to outside, and the energy consumption elements (42) are arranged between the hinging positions of the connecting rods (411) on the short axis directions of two sides of the rhombic flat truss.

4. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 3, wherein: the energy dissipation element (42) comprises an energy dissipation plate A (421), an energy dissipation plate B (422) and friction bolts (423), pin shafts (412) on the short axis directions of two sides of the diamond flat truss are respectively connected with the energy dissipation plate A (421) corresponding to the diamond flat truss from inside to outside in sequence, a connecting rod (411) corresponding to the energy dissipation plate A (421), the energy dissipation plate B (422) and the connecting rod (411) corresponding to the energy dissipation plate B (422), a working area of the energy dissipation plate A (421) is a double plate, three-millimeter copper plates are fixed on the inner sides of the double plate, the working area of the energy dissipation plate B (422) is a single plate, six bolt holes are formed in the energy dissipation plate A (421), two rows of friction bolt holes corresponding to the six bolt holes are formed in the energy dissipation plate B (422), and the friction bolts (423) sequentially penetrate through an upper plate of the energy dissipation plate A (421), the energy dissipation plate B (422) and a lower plate of the energy dissipation plate A (421).

5. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 3, wherein: the energy dissipation device support (5) comprises a U-shaped force transmission support (51) and a force transmission shaft (52), the U-shaped force transmission support (51) is welded on the surfaces of the steel beam anchoring device (3) and the energy dissipation device connecting plate (7), and the force transmission shaft (52) penetrates through the U-shaped force transmission support (51) and the connecting sleeve (43).

6. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 4, wherein: the energy dissipation plate A (421) adopts brass sheets, aluminum sheets, mild steel energy dissipation materials or viscoelastic energy dissipation materials as friction energy dissipation materials.

7. The fabricated self-resetting concrete frame node with high energy consumption and high robustness according to claim 1, wherein: the section height of the steel beam anchoring device 3 is equal to the sum of the height of the precast concrete beam 2 and the thickness of the two energy dissipation device connecting plates 7.

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