CN114753488A - A prefabricated beam-column joint with composite energy-dissipating components - Google Patents

Abstract

The invention discloses an assembled beam-column joint containing a composite energy consumption assembly, which comprises a longitudinal column member and a beam member transversely extending from one side surface of the column member, wherein the beam member is provided with a front end surface, a top surface and a bottom surface; the column member is provided with a rear side surface, and a vertical first connecting plate is arranged on the rear side surface of the column member; the first rear end face and the second rear end face are both provided with vertical second connecting plates; energy dissipation components are arranged in the first groove and the second groove, each energy dissipation component comprises an energy dissipation plate and anti-buckling plates arranged above and below the energy dissipation plate respectively, the front end of each energy dissipation plate is hinged to the first connecting plate, and the rear end of each energy dissipation plate is hinged to the second connecting plate.

Description

A prefabricated beam-column joint with composite energy-dissipating components

technical field

The invention relates to the technical field of construction, in particular to a prefabricated beam-column joint containing composite energy-consuming components.

Background technique

Due to the complexity of earthquake action, the traditional seismic technology research on building structures has been unable to meet the needs of urban residents who want to quickly restore normal life after the earthquake. , The normal life order of residents develops. This puts forward new requirements for the seismic performance of buildings. Buildings need a structure or component that can quickly restore functions after an earthquake. Restorable functional structures have become the general direction of earthquake engineering research. A structure that needs to be repaired or a little repaired to restore its function; replaceable components are a means to achieve a recoverable functional structure. This concept was first proposed in the research and application of civil engineering in the early 21st century, and it has gradually been used. Applied to engineering structure. It is the development trend of building structures to set the areas that are vulnerable to structural damage as replaceable components.

Most of the existing beam-column connection systems cannot be replaced with components, which affects the normal use of the building; the existing beam-column connection system is not easy to repair after damage; the existing beam-column connection system cannot prevent beam-column collision, causing local crushed.

The main ways of beam-column connection are "wet" connection system and "dry" connection system. Among them, in the current relevant codes and regulations in my country, the "wet" connection system requires the design and construction performance to be "equivalent to cast-in-place" as the goal, that is, the design and construction of prefabricated structures need to achieve the performance of cast-in-place structures. It can be called "equivalent cast-in-place" prefabricated concrete structural system, still using traditional structural forms, such as frame, frame shear wall, shear wall, etc. The main difference is only that a series of structures or measures are adopted in the connection area to ensure It satisfies the requirement of "equivalent to cast-in-place". In the form of "dry" connection, there is no need to pour concrete. Instead, the connecting parts are embedded in the components, and the parts are connected together by bolts, welding or prestressing. There is no wet operation on site, and the construction efficiency can be greatly improved. , which is more in line with the characteristics of the assembled structure.

Therefore, to solve the above technical problems, a new assembled beam-column joint with composite energy-dissipating components is required.

SUMMARY OF THE INVENTION

The purpose of the invention is to provide an assembled beam-column joint with composite energy-dissipating components, which is used to solve the problem of partial crushing of the front end of the beam member by setting the energy-dissipating member that is easy to repair after the earthquake as a replaceable member at the position of the beam-column node. .

Technical solution: The present invention provides a prefabricated beam-column joint with composite energy dissipation components, including a longitudinally extending column member and a beam member extending laterally from one side of the column member. The beam member has a front surface, a top surface, and a bottom surface. The top surface of the member is provided with a first groove extending from top to bottom, the bottom surface of the beam member is provided with a second groove extending from bottom to top, and both the first groove and the second groove extend forward through the beam member The front end surface of the column member, the first groove has a first rear end surface, and the second groove has a second rear end surface; the column member has a rear side surface, and a vertical first connecting plate is installed on the rear side surface of the column member; the first The rear end surface and the second rear end surface are both installed with a vertical second connecting plate; the first groove and the second groove are both provided with energy-consuming components, and each energy-consuming component includes an energy-consuming plate, which is respectively installed in the energy-consuming component. For the anti-buckling plates above and below the plate, the front end of the energy dissipation plate is hinged to the first connecting plate, and the rear end of the energy dissipation plate is hinged to the second connecting plate.

Further, a first interlayer is sandwiched between the front end surface of the beam member and the first connecting plate; a second sandwich layer is sandwiched between the first rear end surface and the second rear end surface and the second connecting plate.

Further, the upper end of the first connecting plate is protruded with two first hinge supports extending toward the first groove, and the lower end of the first connecting plate is protruded with two first hinge supports extending toward the second groove, each A second connecting plate protrudes forward and is provided with two second hinge supports; the front end of the energy dissipation plate is provided with a first hinge portion for hingedly connecting the two first hinge supports through a pin shaft, and the rear end is provided with a second hinge portion for The two second hinge supports are hinged through the pin shaft.

Further, the energy consuming board is provided with a first cut penetrating the energy consuming board from top to bottom, the front end of the first cut extends to the first hinge portion, and the rear end of the first cut extends to the second hinge portion.

Further, each anti-buckling plate includes a top plate and a convex plate protruding and extending from the top plate, each convex plate is arranged at a middle position in the length direction of the top plate, the length of each convex plate is less than the length of the top plate, and the width of each convex plate is equal to the length of the top plate. is equal to the width of the top plate; each anti-buckling plate is provided with a plurality of first through holes penetrating the top plate and the convex plate from top to bottom in the length direction.

Further, the first hinge portion is provided with a second through hole penetrating both sides of the first hinge portion, and the second hinge portion is provided with a second through hole penetrating both sides of the second hinge portion; each first hinge support . Each second hinge support is provided with an opening; the pin shaft is detachably arranged in the second through hole and the opening.

Further, the convex plates of the two anti-buckling plates face the top surface of the energy-dissipating plate and the bottom surface of the energy-dissipating plate respectively, and the bolts penetrate through the first through hole, the first cutout and the first through hole of the anti-buckling plate located above the energy-dissipating plate and the bottom surface of the energy-dissipating plate. The first through hole of the anti-buckling plate under the plate is used to assemble the anti-buckling plate and the energy dissipation plate to form an energy dissipation member.

Further, the outer peripheral surface of the first interlayer is provided with a first hoop plate connected to the first mounting plate, and the outer peripheral surface of each second interlayer is provided with a second hoop plate connected to the second mounting plate; the lower end of the first connection plate Angle steel is installed below the first mezzanine.

Further, the column member also has a front side and a plate member is installed on the front side; the column member is provided with a plurality of second embedded parts that penetrate the column member and the first connecting plate from front to back and are fastened to the first connecting plate. .

Further, the beam member is provided with a plurality of first presets that penetrate the front end surface of the beam member, the first interlayer, the first hoop plate, the first connecting plate, the column member and the plate member from the rear to the front and are fastened and connected to the plate member. The embedded part; the beam member is also provided with a third rear end surface that penetrates the first rear end surface or the second rear end surface from back to front and penetrates the second interlayer, the second hoop plate, the second connecting plate and is fastened to the second connecting plate. Embedded parts.

Beneficial effects: In the assembled beam-column joint with composite energy-consuming components according to the present invention, the installation position of the first connecting plate and the column member is used as the position of the beam-column node, the top surface of the beam member is provided with a first groove, and the beam member is The bottom surface is provided with a second groove. By using the first groove and the second groove as the reserved positions for installing energy-consuming components, the beam-column joint can be ensured to have sufficient shear stiffness, and the deformation capacity and energy consumption of the beam-column joint can be improved at the same time. Therefore, the seismic performance of the beam-column joint is improved; in addition, a first connecting plate is installed at the position of the beam-column joint on the rear side of the column member, and a second connecting plate is installed on the first and second rear ends. The component includes an energy dissipation plate and two anti-buckling plates. The front end of the energy dissipation plate is hinged to the first connecting plate, and the rear end of the energy dissipation plate is hinged to the second connecting plate, so that the deformation of the beam-column joint can be concentrated on the energy dissipation member. The performance repair of beam-column joints can be completed by replacing the energy-consuming components, and the energy-consuming components, which are replaceable components, can be replaced in time when they are damaged, without affecting the normal use of the building and prolonging the service life of the building structure.

Description of drawings

1 is a front view of a prefabricated beam-column joint containing composite energy dissipation components of the present invention;

2 is a schematic diagram of the internal disassembly of the assembled beam-column joint containing composite energy-dissipating components according to the present invention;

Fig. 3 is the exploded schematic diagram of the energy dissipating component of the fabricated beam-column joint containing the composite energy dissipating component;

4 is an exploded view of the assembly of the second connecting plate and the second hoop plate;

Figure 5a is a top view of an energy consumption plate;

Figure 5b is a front view of an energy consumption board;

Figure 6a is a top view of the anti-buckling plate;

Figure 6b is a front view of the anti-buckling plate.

Detailed ways

The technical solutions provided by the present invention will be described in detail below with reference to the accompanying drawings.

As shown in Fig. 1 to Fig. 6b, the described assembled beam-column joint with composite energy dissipation components includes beam member 100, column member 200, energy dissipation member 7, first connecting plate 81, second connecting plate 82. The first interlayer 5, the second interlayer 6, the first hoop plate 51, the second hoop plate 61, the plate member 400, a plurality of first embedded parts 3, a plurality of second embedded parts 108 and a plurality of third For the embedded parts 109 , each energy dissipation member 7 includes an energy dissipation plate 11 and an anti-buckling plate 12 respectively disposed above and below the energy dissipation plate 11 . The column member 200 is a longitudinally extending concrete column structure, the beam member 100 is a concrete beam structure extending laterally from back to front to the outside of the column member 200, the concrete column structure of the column member 200, the concrete beam structure of the beam member 100 Both are made of reinforced concrete, and the beam member 100 and the column member 200 are assembled.

The beam member 100 has a front surface 101, a top surface 102, and a bottom surface 103. The top surface 102 of the beam member 100 is provided with a first groove 105 extending from top to bottom, and the bottom surface of the beam member 100 is provided with a bottom surface. The second groove 106 extending from the upper part, and the first groove 105 and the second groove 106 both extend forward through the beam member 100 , specifically, the first groove 105 and the second groove 106 both penetrate the front end of the beam member 100 face 101. Both the first groove 105 and the second groove 106 are integrally connected with the beam member 100 .

The column member 200 has a rear side 201, and a vertical first connecting plate 81 is installed on the rear side 201 of the column member 200. The installation position of the first connecting plate 81 and the column member 200 is used as the beam-column node position; The rear end has a first rear end surface 1050 , the rear end of the second groove 106 has a second rear end surface 1060 , and a vertical second connecting plate 82 is installed on the first rear end surface 1050 and the second rear end surface 1060 .

Each of the first groove 105 and the second groove 106 is provided with one of the energy dissipation members 7 . The energy dissipation member 7 is a metal plate yield energy dissipation device, and each energy dissipation member 7 includes an energy dissipation plate. 11. An anti-buckling plate 12 arranged above the energy dissipation plate 11, an anti-buckling plate 12 disposed below the energy dissipation plate 11, the front end of the energy dissipation plate 11 is hinged to the first connecting plate 81, and the rear end of the energy dissipation plate 11 Hinged to the second connecting plate 82 . The energy dissipation plate 11 is preferably a low yield high energy dissipation metal plate, and the buckling prevention plate 12 is preferably a buckling prevention steel plate. The first groove 105 and the second groove 106 are respectively used as reserved positions of the beam member 100 for installing the energy dissipation member 7 .

The upper end of the first connecting plate 81 protrudes rearwardly with two first hinge supports 811 extending toward the first groove 105 . A hinge support 811 , the second connecting plate 82 located at the rear end of the first groove 105 protrudes forward with two second hinge supports 821 extending toward the first groove 105 , and a second hinge support 821 located at the rear end of the second groove 106 The connecting plate 82 protrudes forward with two second hinge supports 821 extending toward the second groove 106 . The first hinge support 811 is integrally connected with the first connecting plate 81 , and the second hinge support 812 is integrally connected with the second connecting plate 82 .

The front end of the energy-consuming plate 11 is provided with a first hinge portion 111 for being hinged to the two first hinge supports 811, and the rear end is provided with a second hinge portion 112 for being hinged on the two second hinge supports 821; the energy-consuming plate 11 There is also a first slit 113 penetrating the energy dissipation plate 11 from top to bottom, the front end of the first slit 113 extends to the first hinge portion 111, the rear end of the first slit 113 extends to the second hinge portion 112, and the first slit 113 extends to the second hinge portion 112. The energy dissipation plate 11 is spaced by a slit 113 to form a first energy dissipation portion 114 and a first energy dissipation portion 115 , wherein the first slit 113 is cut from the top to bottom of the energy dissipation plate 11 to form the first energy dissipation portion 114 and the first energy consumption part 115, the first energy consumption part 114 and the first energy consumption part 115 are both low yield and high energy consumption metal plates. The first energy-consuming part 114 and the first energy-consuming part 115 are the main energy-consuming parts of the energy-consuming member 7 , and the energy-consuming plate 11 is designed with a hollow design such as the first cutout 113 to increase the energy-consuming performance of the energy-consuming plate 11 . , reduction and other effects.

Each first hinge support 811 of the first connecting plate 81 is a convex lug, and each second hinge support 821 of the second connecting plate 82 is a convex lug. The first hinge support 811 or the second hinge support 821 is a convex lug. Each lug of the two hinge supports 821 is provided with an opening 831 penetrating both sides of the lug; Two through holes 14 , the second hinge portion 112 is provided with one of the second through holes 14 penetrating both sides of the second hinge portion 112 . In addition, the first hinge part 111 and the second hinge part 112 are both rectangular parallelepiped columns with a second through hole 14 , and the two have the same structure and size, and the first energy dissipation part 114 and the second energy dissipation part 115 have the same structure and size , and the top surfaces of the first energy consumption portion 114 and the second energy consumption portion 115 are both concave relative to the top surface of the first hinge portion 111 , and the bottom surfaces of the first energy consumption portion 114 and the second energy consumption portion 115 are opposite to each other. The bottom surface of the first hinge portion 111 is concave.

When the energy dissipation plate 11 is hinged to the first connecting plate 81 through the first hinge portion 111 and the first hinge support pair 811, the first hinge portion 111 is provided between the two first hinge supports 811, and a pin 9 is inserted into the first hinge support 811. Pull out from an opening 831 , the second through hole 14 of the first hinge portion 111 , and the other opening 831 ; when the energy dissipation plate 11 is hinged to the second connection through the second hinge portion 112 and the two second hinge supports 821 When the plate 82 is used, the second hinge portion 112 is arranged between the two second hinge supports 821, and the other pin 9 is inserted into an opening 831, the second through hole 14 of the second hinge portion 112, and the other opening 831.

Therefore, when the energy consumption plate 11 is installed between the first mounting plate 81 and the second mounting plate 82 , the second through holes 14 formed in the first hinge portion 111 and the second hinge portion 112 are used to reserve the plug 9 for plugging and unplugging. space, the energy consumption plate 11 is respectively fixed to the first connecting plate 81 and the first connecting plate 82 at the position of the first groove 105 by the bolt 9, or the energy consumption plate 11 is fixed at the position of the second groove 106 by the bolt 9 It is respectively fixed with the first connecting plate 81 and the first connecting plate 82 , and the latch 9 can be disassembled from the two first hinge supports 811 or the two second hinge supports 821 , the first hinge portion 111 and the second hinge of the energy dissipation plate 11 . Therefore, the hinges of the energy-consuming plate 11 of the energy-consuming member 7 with the first connecting plate 81 and the second connecting plate 82 are all detachable hinges, so as to realize the real-time detachable and replaceable effect of the energy-consuming member 7 .

Each anti-buckling plate 12 includes a top plate 121 and a convex plate 122 protruding downward from the top plate 121 , each convex plate 122 is arranged at a middle position in the length direction of the top plate 121 , and the length of each convex plate 122 is smaller than that of the top plate 121 In terms of length, the width of each convex plate 122 is smaller than the width of the top plate 121 ; each anti-buckling plate 12 is provided with a plurality of first through holes 123 penetrating the top plate 121 and the convex plate 122 from top to bottom in the longitudinal direction. The top plate 121 and the convex plate 122 of each anti-buckling plate 12 are integrally connected.

When the two anti-buckling plates 12 are assembled with one energy dissipation plate 11 , the convex plates 122 of the two anti-buckling plates 12 face the energy dissipation plate 11 respectively, and the bolts 131 penetrate through the first passage of the anti-buckling plate 12 located above the energy dissipation plate 11 . The hole 123 , the first cutout 113 of the energy-consuming plate 11 and the first through hole 123 of the anti-buckling plate 12 located under the energy-consuming plate 11 , so as to assemble the two anti-buckling plates 12 and the energy-consuming plate 11 to form the energy-consuming member 7 . In addition, when the two anti-buckling plates 12 are assembled with the energy dissipation plate 11 , the top surfaces of the first energy dissipation plate 114 and the second energy dissipation plate 115 are adjacent to the convex plate 122 of the anti-buckling plate 12 located above the energy dissipation plate 11 or In contact with each other, the bottom surfaces of the first energy consumption plate 114 and the second energy consumption plate 115 are adjacent to or in contact with the convex plate 122 of the anti-buckling plate 12 under the energy consumption plate 11 to facilitate installation and increase the energy consumption effect.

By setting the first groove 105 located on the upper side of the beam-column joint position as a reserved position and installing the energy dissipation member 7, and the second groove 106 located on the upper side of the beam-column joint position as a reserved position and installing the energy dissipation member 7 Energy component 7 can ensure that the beam-column joint has sufficient shear stiffness, and at the same time improve the deformation capacity and energy dissipation capacity of the beam-column joint, thereby improving the seismic performance of the beam-column joint. By setting the energy dissipation member 7 as a metal plate yield energy dissipator at the positions of the first groove 105 and the second groove 106, the deformation of the beam-column joint can be concentrated on the energy dissipation member 7, and the energy dissipation member 7 can be replaced after the earthquake. The performance repair of beam-column joints can be completed.

The first interlayer 5 is sandwiched between the front end surface 101 of the beam member 100 and the first connecting plate 81 ; the first rear end surface 1050 at the rear end of the first groove 105 and the second connecting plate 82 located in the first groove 105 A second interlayer 6 is sandwiched therebetween; another second interlayer 6 is sandwiched between the second rear end surface 1060 of the rear end of the second groove 106 and the second connecting plate 82 located in the second groove 106 . The first interlayer 5 and the two second interlayers 6 are both rubber interlayer structures. The contour in the circumferential direction of the first interlayer 5 is the same as the maximum cross-sectional contour of the beam member 100 .

The first interlayer 5 is provided by the beam member 100 and the first connecting plate 81 , that is, the first interlayer 5 is placed between the energy dissipation members 7 on the upper and lower sides and the beam-column node position, and the first groove 105 of the beam member 100 is placed. The second interlayer 6 is sandwiched between the first rear end surface 1050 of the beam member 100 and the second connecting plate 82, and between the second rear end surface 1060 of the rear end of the second groove 106 of the beam member 100 and the second connecting plate 82 There is a second interlayer 6, which utilizes the elasticity and energy dissipation capacity of the rubber interlayers of the first interlayer 5 and the second interlayer 6 to work together with the energy dissipation member 7, while preventing the beam member 100, especially the front end of the beam member 100, from being damaged during an earthquake. Local crushing occurred due to collision.

In addition, the outer peripheral surface of the first interlayer 5 is provided with a first hoop plate 51 connected to the first connecting plate 81. The first hoop plate 51 is used to increase the elastic model of the rubber layer of the first interlayer 5; each second interlayer 6. The outer peripheral surface is provided with a second hoop plate 61 connected to the second connecting plate 82. The second hoop plate 61 is used to increase the elastic model of the rubber layer of the second interlayer 6; The angle steel 813 below the first hinge support 811 and the lower end of the first interlayer 5 is used to increase the shear resistance at the position of the beam-column joint.

It should be pointed out that in the embodiment of the present invention, the elasticity and energy dissipation capacity of the rubber interlayers of the first interlayer 5 and the second interlayer 6 are used to work together with the energy dissipation member 7, so that the two constitute a composite energy dissipation assembly for At the same time, the beam member 100, especially the front end of the beam member 100, is prevented from being locally crushed due to a collision during an earthquake.

And, the column member 200 also has a front side 202 and a plate member 400 is mounted on the front side 202; the column member 200 is pre-embedded to penetrate the column member 20 and the first mounting plate 81 from front to back and is fastened to the first connecting plate. The second embedded part 108 of 81 , the second embedded part 108 is a high-strength bolt, so as to realize the fast connection between the column member 200 and the first connecting plate 81 .

The beam member 100 is pre-embedded with the front end surface 101 , the first interlayer 5 , the first hoop plate 51 , the first connecting plate 81 , the column member 200 and the plate member 400 penetrating the beam member 100 from the rear to the front, and the connecting plate member is fastened. 400 of the first embedded part 3, the first embedded part 3 is laterally embedded in the concrete column of the beam member 100 before subsequent assembly, the first embedded part 3 is a high-strength bolt, so as to realize the beam member 100 and the column member 200 Connections at beam-column node locations. In addition, stirrups (not shown) are also provided near the beam-column nodes to reinforce the connection between the beam member 100 and the column member 200 .

In addition, the beam member 100 is pre-embedded with a first rear end surface 1050 , a second interlayer 6 , a second hoop plate 61 , and a second connecting plate 82 penetrating through the first groove 105 from back to front, and the second connecting plate 82 is fastened and connected The third embedded part 109 of the plate 82, the beam member 100 is also embedded with a second rear end surface 1060, the second interlayer 6, the second hoop plate 61, the second connection that penetrates through the second groove 106 from back to front The plate 82 is fastened to the third embedded part 109 of the second connecting plate 82, wherein the third embedded part 109 is a high-strength bolt, so as to realize the beam member 100 at the rear end of the first groove 105 and the second interlayer 6, the first Fasten connection between the second hoop plate 61 and the second connecting plate 82 , or realize the beam member 100 between the rear end of the second groove 105 and the second sandwich 6 , the second hoop plate 61 and the second connecting plate 82 tight connection. In addition, the second embedded part 108 and the third embedded part 109 are respectively fixed to the column member 20 by pouring, and the second embedded part 108 is fastened with nuts to fasten the first connecting plate 81 to the rear of the column member 200 . On the side surface 201 ; the third embedded part 109 is fastened with nuts to fasten the second connecting plate 82 to the first rear end face 1050 of the rear end of the first groove 105 of the beam member 100 or the first rear end of the rear end of the second groove 106 . Second rear face 1060.

The present invention is a prefabricated beam-column joint with composite energy-dissipating components. The installation position of the first connecting plate 81 and the column member 200 is used as the position of the beam-column node, and a first groove 105 is provided at the front end of the top surface 102 of the beam member 100. A second groove 106 is provided at the front end of the bottom surface 103 of the beam member 100, and the first groove 105 and the second groove 106 are used as reserved positions for installing the energy dissipation member 7, which can ensure sufficient shear stiffness at the beam-column joint. At the same time, the deformation capacity and energy dissipation capacity of the beam-column joint are improved, thereby improving the seismic performance of the beam-column joint; and the rear side 201 of the column member 200 is installed with the first connecting plate 81 at the position of the beam-column joint, and the first groove The second connecting plate 82 is installed on the first rear end surface 1050 of the 105 and the second rear end surface 1060 of the second groove 106. Each energy dissipation member 7 includes an energy dissipation plate 11 and two anti-buckling plates 12. The energy dissipation plate 11 The front end is hinged with the first connecting plate 81, and the rear end of the energy dissipation plate 12 is hinged with the second connecting plate 82, so that the deformation of the beam-column joint can be concentrated on the energy-dissipating member 7, and the energy-dissipating member 7 can be replaced after the earthquake to complete the beam-column joint. The performance is repaired, the energy-consuming member 7 can be replaced in time when it is damaged, the normal use of the building is not affected, and the service life of the building structure is prolonged; The interlayer 5 and the first hoop plate 51, the first rear end surface 1050 of the first groove 105, the second rear end surface 1060 of the second groove 106 and the second connecting plate 82 are sandwiched with the second interlayer 6 and the second interlayer 6. The two hoop plates 61, utilizing the elasticity and energy dissipation capacity of the rubber interlayers of the first interlayer 5 and the second interlayer 6, can cooperate with the energy dissipation member 7 to form a composite energy dissipation assembly, which is used to prevent the beam member 100, especially the beam, at the same time. The front end of the member 100 is locally crushed due to the collision during the earthquake.

Claims (10)

1. A prefabricated beam-column joint containing composite energy dissipation components, characterized in that it comprises a longitudinally extending column member (200), a beam member (100) laterally extending from one side of the column member (200), and the beam member has The front end surface (101), the top surface (102) and the bottom surface (103), the top surface of the beam member is provided with a first groove (105) extending from top to bottom, and the bottom surface of the beam member is provided with a bottom surface extending from bottom to top. The second groove (106), the first groove and the second groove both extend forward through the front end surface of the beam member, the first groove has a first rear end surface (1050), and the second groove has a second groove rear face(1060); The column member has a rear side (201), and a vertical first connecting plate (81) is installed on the rear side of the column member; a vertical second connecting plate (82) is installed on both the first and second rear ends. ; Energy dissipation members (7) are arranged in the first groove and the second groove, and each energy dissipation member includes an energy dissipation plate (11) and an anti-buckling plate (12) respectively arranged above and below the energy dissipation plate, The front end of the energy dissipation plate is hinged to the first connecting plate, and the rear end of the energy dissipation plate is hinged to the second connecting plate. 2. The assembled beam-column joint with composite energy-dissipating components according to claim 1, wherein a first interlayer (5) is sandwiched between the front end face of the beam member and the first connecting plate; A second interlayer (6) is sandwiched between the end face and the second rear end face and the second connecting plate. 3. The assembled beam-column joint with composite energy-dissipating components according to claim 1, wherein the upper end of the first connecting plate is protruded with two first hinge supports (811) extending toward the first groove , the lower end of the first connecting plate is protruded with two first hinge supports extending toward the second groove, and each second connecting plate is protruded forward with two second hinge supports (821); A first hinge portion (111) is provided for hingedly connecting the two first hinge supports through a pin shaft (9), and a second hinge portion (112) is provided at the rear end for hingedly connecting the two second hinge supports through the pin shaft. 4. The fabricated beam-column joint with composite energy-dissipating components according to claim 3, wherein the energy-dissipating plate is provided with a first cutout (113) penetrating the energy-dissipating plate from top to bottom, and the first cut The front end of the mouth extends to the first hinge part, and the rear end of the first cutout extends to the second hinge part. 5. The fabricated beam-column joint with composite energy dissipation components according to claim 4, wherein each anti-buckling plate comprises a top plate (121), a convex plate (122) protruding from the top plate, each A raised plate is arranged in the middle of the length direction of the top plate, the length of each raised plate is less than the length of the top plate, and the width of each raised plate is equal to the width of the top plate; Several first through holes (123) of the board. 6. The assembled beam-column joint with composite energy dissipation components according to claim 3, wherein the first hinge part is provided with a second through hole (14) penetrating both sides of the first hinge part, and the second hinge part is provided with a second through hole (14). The hinge part is provided with a second through hole penetrating both sides of the second hinge part; each first hinge support and each second hinge support are provided with an opening (831); the pin shaft is detachably arranged on the inside the second through hole and the opening. 7. The assembled beam-column joint with composite energy-dissipating components according to claim 5, wherein the convex plates of the two anti-buckling plates face the top surface of the energy-dissipating plate and the bottom surface of the energy-dissipating plate respectively, and the bolts (131 ) penetrates through the first through hole and the first cutout of the anti-buckling plate located above the energy-consuming plate and the first through-hole of the anti-buckling plate located below the energy-consuming plate, so as to assemble the anti-buckling plate and the energy-consuming plate to form an energy-dissipating plate member. 8. The assembled beam-column joint with composite energy-dissipating components according to claim 2, wherein the outer peripheral surface of the first interlayer is provided with a first hoop plate (51) connected to the first mounting plate, each The outer peripheral surface of the second interlayer is provided with a second hoop plate (61) connected to the second mounting plate; the lower end of the first connecting plate is mounted with an angle steel (813) located under the first interlayer. 9. The prefabricated beam-column joint containing composite energy dissipation components according to claim 8, wherein the column member further has a front side (202) and a plate member (400) is installed on the front side; There are a plurality of second embedded parts (108) that penetrate the column member and the first connecting plate from front to back and are fastened and connected to the first connecting plate. 10. The assembled beam-column joint with composite energy-dissipating components according to claim 9, wherein the beam member is provided with a front face, a first interlayer, a first hoop plate, a second a plurality of first embedded parts (3) that connect the plate, the column member and the plate member and are fastened and connected to the plate member; the beam member is also provided with a back and A third embedded part (109) penetrates through the second interlayer, the second hoop plate, and the second connecting plate and is fastened and connected to the second connecting plate.

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