Modularized composite damping wallboard with built-in steel-concrete combined framework and wall body

Abstract

The utility model relates to the technical field of earthquake resistance of building structures, in particular to a modular composite damping wallboard and a wall body with a built-in steel-concrete combined framework, which comprise an upper composite wallboard, a lower composite wallboard and an energy consumption element, the lower composite wallboard is arranged right below the upper composite wallboard, and the energy consumption element is arranged right below the lower composite wallboard. The upper end of the energy consumption element is fixedly connected with the lower end of the upper composite wallboard, and the lower end of the energy consumption element is fixedly connected with the upper end of the lower composite wallboard; the modularized composite damping wallboard is divided into the upper composite wallboard body and the lower composite wallboard body, the upper composite wallboard body and the lower composite wallboard body are fixedly connected through the energy dissipation element, the composite wallboard is divided into the upper unit and the lower unit, and deformable energy dissipation in the plane is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of earthquake-resistant building structures, and in particular to a modular composite shock-absorbing wallboard and a wall body with a built-in steel-concrete composite frame. Background Art

[0002] Previous earthquake damages have shown that the infill walls, which are rigidly connected to the main reinforced concrete structure and are considered non-structural components, actually participate in the distribution of earthquake shear forces in the structure. At the same time, due to the uncontrollable stiffness, poor ductility, and low energy dissipation capacity of the infill walls themselves, they are prone to cracking, damage, and collapse under earthquakes, and even cause serious damage and collapse of the structure.

[0003] It has been found from actual projects that although the infill wall adopts a flexible connection with the main structure during structural design, which theoretically eliminates the interaction between the infill wall and the main structure, and is consistent with the calculation assumption that the infill wall is regarded as a non-structural component in the current design specifications, in reality, due to the lack of effective connection between the infill wall and the main structure, there is a problem of easy collapse due to out-of-plane instability during an earthquake.

[0004] These problems require that the infill wall should not only have the function of dividing the frame space, but also have a certain deformation and energy absorption capacity, as well as good integrity and the ability to be easily and quickly repaired.

[0005] At the same time, the existing concrete structures have problems such as damage and destruction of infill walls and main structures in earthquakes, and the most widely used prefabricated lightweight wall panel enclosure components have also exposed drawbacks and problems in installation and earthquake resistance.

[0006] First, it has almost no earthquake resistance. Second, it cannot provide an energy-absorbing defense line for the main frame structure and improve the earthquake resistance of the overall structure. Third, the wall is large in size and weight and is not easy to install.

[0007] In addition, some of the walls currently used are reinforced concrete composite walls. The composite wall panels using this structure are prone to cracking under the action of reciprocating horizontal forces, the rigidity is difficult to meet the needs of earthquake protection in the early stage, and it is not convenient for welding and installation. Utility Model Content

[0008] The technical problem to be solved by the utility model is that the stiffness of the current masonry infill wall cannot be quantified during structural design, and the seismic resistance of the current lightweight infill wall is relatively poor. The utility model aims to provide a modular composite shock-absorbing wall panel and wall body with a built-in steel-concrete composite frame, which solves the problem of quantifiable stiffness of quantifiable infill wall panels in structural design and the seismic resistance problem of lightweight composite wall panels, and can provide early non-cracking and sufficient stiffness, and is easy to weld and install.

[0009] The utility model is realized by the following technical solutions:

[0010] In a first aspect, a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame comprises: an upper composite wall panel, a lower composite wall panel and an energy-absorbing element, wherein the lower composite wall panel is arranged directly below the upper composite wall panel, the upper end of the energy-absorbing element is fixedly connected to the lower end of the upper composite wall panel, and the lower end of the energy-absorbing element is fixedly connected to the upper end of the lower composite wall panel;

[0011] The upper composite wall panel comprises:

[0012] Upper steel-concrete composite frame;

[0013] Upper front and rear panels, which are connected to the upper steel-concrete composite frame by rivets;

[0014] The lower composite wall panel comprises:

[0015] Lower steel-concrete composite frame;

[0016] Lower front and rear panels, which are connected to the steel-concrete composite frame by rivets;

[0017] The lower end surface of the upper steel-concrete composite frame is fixedly connected to the upper end surface of the lower steel-concrete composite frame through the energy dissipation element. The energy dissipation element is a metal damper, a friction damper, a viscous damper, a viscoelastic damper or a combination of the above dampers.

[0018] Specifically, rivet circular holes and / or rivet oblong holes are arranged on the upper front and rear panels and the lower front and rear panels, and rivets pass through the rivet circular holes and / or rivet oblong holes to be connected with the upper steel-concrete composite frame and the lower steel-concrete composite frame.

[0019] Specifically, the upper steel-concrete composite frame / the lower steel-concrete composite frame comprises: a frame and profiled steel, a plurality of profiled steels are arranged in the frame, and two ends of the profiled steels are respectively fixedly connected to the frame, and the frame and the profiled steels are located in the same plane;

[0020] The steel section is arranged obliquely or horizontally in the frame, and the two frames are connected by the energy-consuming element.

[0021] Optionally, the frame is a U-shaped structure, the crossbar portion of the frame is connected to the energy-absorbing element, and the steel section is provided with a plurality of circular holes for pressurized grouting.

[0022] Optionally, the upper front and rear panels and the lower front and rear panels are panels used as wall surfaces, the inner side surfaces of the panels are connected to the frame and the steel section, and the panels are lightweight panels or stone panels.

[0023] Specifically, the thickness of the upper front and rear panels and the upper steel-concrete composite frame is equal to the thickness of the upper composite wallboard, and the thickness of the lower front and rear panels and the lower steel-concrete composite frame is equal to the thickness of the lower composite wallboard.

[0024] Specifically, a flexible filling material component is filled between the upper composite wall panel and the lower composite wall panel.

[0025] In a second aspect, a wall body comprises: a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame as described above;

[0026] The wall body further comprises: a structural column and a structural beam, wherein the structural beam comprises an upper structural beam and a lower structural beam, the upper end of the upper composite wall panel is connected to the upper structural beam, and the lower end of the lower composite wall panel is connected to the lower structural beam;

[0027] A plurality of modular composite shock-absorbing wall panels are fastened in parallel; and flexible filling material components are filled between adjacent slidable prefabricated filling wall panels; or flexible filling material components are filled between adjacent structural columns.

[0028] Furthermore, the wall body further comprises: a structural beam embedded part, through which the modular composite shock-absorbing wall panel is fixedly connected to the structural beam; the structural beam embedded part comprises: an upper structural beam embedded part and a lower structural beam embedded part, the upper structural beam embedded part is embedded in the lower bottom surface of the upper structural beam, and the lower structural beam embedded part is embedded in the upper top surface of the lower structural beam;

[0029] The modular composite shock-absorbing wall panels are provided with connecting steel plates corresponding to the structural beam embedded parts.

[0030] Optionally, a flexible filling material component is filled between the prefabricated filling wall panel and the structural column.

[0031] Compared with the prior art, the utility model has the following advantages and beneficial effects:

[0032] The utility model realizes deformable energy dissipation in a plane by separating the modular composite shock-absorbing wall panel into an upper composite wall panel and a lower composite wall panel, the upper composite wall panel and the lower composite wall panel are fixedly connected by an energy dissipation element, and the composite wall panel is separated into two upper and lower units;

[0033] The utility model also extends the upper composite wall panels and the lower composite wall panels to the built-in steel structure or steel-concrete composite structural components as a skeleton. When vibration occurs in the early stage, the composite wall panels themselves have shock-absorbing capabilities, thereby avoiding cracking and insufficient rigidity of the upper composite wall panels and the lower composite wall panels themselves under the action of reciprocating horizontal forces.

[0034] The wall body of the utility model is a wall body that is fixedly connected between an upper composite wall panel and an upper structural beam, a lower composite wall panel and a lower structural beam, and then connected between modular composite shock-absorbing wall panels and structural beams, thereby solving the problems of unquantifiable rigidity and energy dissipation capacity of existing masonry infill walls, and heavy weight, poor connection stability and reliability of existing prefabricated infill walls. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] The accompanying drawings illustrate exemplary embodiments of the present invention and, together with the description thereof, are used to explain the principles of the present invention. These drawings are included to provide a further understanding of the present invention, and the accompanying drawings are included in and constitute a part of this specification and do not constitute a limitation on the embodiments of the present invention.

[0036] Figure 1 It is a structural schematic diagram of a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0037] Figure 2 It is a side view of a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0038] Figure 3 It is an exploded main schematic diagram of a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0039] Figure 4 It is a schematic diagram of the explosion side of a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0040] Figure 5 It is one of the schematic diagrams of the styles of the upper steel-concrete composite frame and the lower steel-concrete composite frame of the modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0041] Figure 6 It is one of the schematic diagrams of the styles of the upper steel-concrete composite frame and the lower steel-concrete composite frame of the modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0042] Figure 7 It is one of the schematic diagrams of the styles of the upper steel-concrete composite frame and the lower steel-concrete composite frame of the modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0043] Figure 8 It is one of the schematic diagrams of the styles of the upper steel-concrete composite frame and the lower steel-concrete composite frame of the modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0044] Fig. 9It is one of the schematic diagrams of the styles of the upper steel-concrete composite frame and the lower steel-concrete composite frame of the modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to the utility model.

[0045] Figure markings: 1-structural column, 2-structural beam, 2a-upper structural beam, 2b-lower structural beam, 3a-upper composite wall panel, 3a1-upper front and rear panels, 3a2-upper steel-concrete composite frame, 3b-lower composite wall panel, 3b1-lower front and rear panels, 3b2-lower steel-concrete composite frame, 4-energy absorbing element, 5-structural beam embedded parts, 5a-upper structural beam embedded parts, 5b-lower structural beam embedded parts, 6-flexible filling material assembly, 7-slidable prefabricated filling wall panel, 7a-sliding fixing part. DETAILED DESCRIPTION

[0046] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and implementation methods. It is understood that the specific implementation methods described here are only used to explain the relevant content, rather than to limit the utility model.

[0047] It should also be noted that, for the convenience of description, only the parts related to the present invention are shown in the drawings.

[0048] In this application, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected or indirectly connected through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0049] In the present application, unless otherwise clearly specified and limited, a first feature being "above" or "below" a second feature may include that the first and second features are in direct contact, or may include that the first and second features are not in direct contact but are in contact through another feature between them. Moreover, a first feature being "above", "above" and "above" a second feature includes that the first feature is directly above and obliquely above the second feature, or simply indicates that the first feature is higher in level than the second feature. A first feature being "below", "below" and "below" a second feature includes that the first feature is directly below and obliquely below the second feature, or simply indicates that the first feature is lower in level than the second feature.

[0050] In the absence of conflict, the embodiments and features of the embodiments of the present invention can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0051] Embodiment 1

[0052] It has been found from actual projects that although the infill wall adopts a flexible connection with the main structure during structural design, which theoretically eliminates the interaction between the infill wall and the main structure, and is consistent with the calculation assumption that the infill wall is regarded as a non-structural component in the current design specifications, in reality, due to the lack of effective connection between the infill wall and the main structure, there is a problem of easy collapse due to out-of-plane instability during an earthquake.

[0053] Therefore, the utility model provides a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame, which is light in weight, easy to install in blocks, has controllable rigidity, and has energy dissipation and shock-absorbing effects. It can be deformed and dissipate energy in the plane, and is constrained by the main structure outside the plane, solving the problems of the unquantifiable rigidity and energy dissipation capacity of the existing masonry infill wall, and the heavy weight, poor connection stability and reliability of the existing prefabricated infill wall.

[0054] like Figure 1 and Figure 2 As shown, a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame is provided in this embodiment. The modular composite shock-absorbing wall panel is arranged in a structural frame and is fixedly connected to the structural frame through a structural beam embedded part 5.

[0055] The structural frame includes structural columns 1 and structural beams 2, which are the main structures of the filling walls and are used to install modular composite shock-absorbing wall panels.

[0056] For ease of description, it is assumed that the structural beam 2 includes an upper structural beam 2a and a lower structural beam 2b, the upper structural beam 2a is arranged directly above the lower structural beam 2b, and the structural column 1 is assumed to have a left side and a right side.

[0057] The modular composite shock-absorbing wall panel comprises an upper composite wall panel 3a and a lower composite wall panel 3b. The upper end of the upper composite wall panel 3a is fixedly connected to the upper structural beam 2a, and the lower end of the lower composite wall panel 3b is fixedly connected to the lower structural beam 2b.

[0058] The lower composite wall panel 3b is arranged directly below the upper composite wall panel 3a, the lower end of the upper composite wall panel 3a is fixedly connected to the upper end of the lower composite wall panel 3b, and the upper composite wall panel 3a and the lower composite wall panel 3b constitute an integral modular composite shock-absorbing wall panel.

[0059] like Figure 3 As shown, the structural beam embedded parts 5 are embedded in the structural beam 2, and the structural beam embedded parts 5 include upper structural beam embedded parts 5a and lower structural beam embedded parts 5b. The upper structural beam embedded parts 5a are embedded in the lower bottom surface of the upper structural beam 2a, and the lower structural beam embedded parts 5b are embedded in the upper top surface of the lower structural beam 2b. In this embodiment, the upper structural beam embedded parts 5a and the lower structural beam embedded parts 5b are both T-shaped structure connectors, and their vertical sections are embedded in the upper structural beam 2a and the lower structural beam 2b.

[0060] The connecting steel plates of the lower composite wall panels 3a are correspondingly arranged and fixedly connected to the embedded parts of the upper structural beam 2a; the connecting steel plates of the lower composite wall panels 3b are correspondingly arranged and fixedly connected to the embedded parts of the lower structural beam 2b.

[0061] In addition, the upper composite wall panel 3a and the lower composite wall panel 3b are fixedly connected by an energy dissipation element 4, which is a metal connector with certain elasticity and plasticity. When the upper composite wall panel 3a and the lower composite wall panel 3b undergo tangential displacement, the energy dissipation element 4 can achieve the effect of shock absorption and energy dissipation, and has good deformation capacity. In order to further improve the shock absorption performance, the lightweight aggregate concrete blocks in the upper composite wall panel 3a and the lower composite wall panel 3b provide energy dissipation. The energy dissipation element 4 is a metal damper, a friction damper, a viscous damper, a viscoelastic damper, or a combination of the above dampers.

[0062] The flexible filling material component 6 is filled with a flexible thermal insulation and waterproof filling component, so that when the wall panel is laterally deformed under the action of an earthquake, there is no collision between the wall panel and the main structure in the plane, and its influence on the lateral displacement stiffness of the main structure can be quantified.

[0063] Embodiment 2

[0064] This embodiment is directed to the structure of the first embodiment. Figure 2 , Figure 3 , Figure 4 As shown, the seismic resistance and lightness of the upper composite wall panel 3a and the lower composite wall panel 3b are further improved.

[0065] The upper composite wall panel 3a comprises an upper steel-concrete composite frame 3a2 and upper front and rear panels 3a1.

[0066] The upper steel-concrete composite frame 3a2 is the main base plate. The upper front and rear panels 3a1 are inlaid on the upper steel-concrete composite frame 3a2 by rivets, so that the entire upper composite wall panel 3a can be installed.

[0067] The lower composite wall panel 3b includes a lower steel-concrete composite frame 3b2 and lower front and rear panels 3b1. Its structure is similar to that of the upper composite wall panel 3a and will not be described in detail.

[0068] During installation, the upper front and rear panels 3a1 and the upper steel-concrete composite frame 3a2 are first installed to corresponding positions, and then the lower front and rear panels 3b1 and the lower steel-concrete composite frame 3b2 are installed to corresponding positions. Therefore, it is set that the lower end surface of the upper steel-concrete composite frame 3a2 and the upper end surface of the lower steel-concrete composite frame 3b2 are fixedly connected through the energy-absorbing element 4.

[0069] Embodiment 3

[0070] like Figure 3 As shown, this embodiment illustrates the specific structures of the upper composite wall panel 3a and the lower composite wall panel 3b.

[0071] The upper steel-concrete composite frame 3a2 and the lower steel-concrete composite frame 3b2 include U-shaped frame profiles and internal profiles arranged obliquely or horizontally.

[0072] Lightweight aggregate concrete block thermal insulation materials can be filled between the U-shaped frame profiles and the structural beams and internal profiles to increase rigidity and provide energy dissipation.

[0073] The U-shaped frame profile and the internal profile can be filled with the internal cavity of the profile through pressure grouting to form steel tube concrete or steel concrete, thereby increasing rigidity and providing energy dissipation.

[0074] The space between the U-shaped frame profile and the internal profile or the inside can be filled with lightweight materials or not filled, which can effectively reduce the weight of the wall panel.

[0075] The upper front and rear panels 3a1 and the lower front and rear panels 3a2 are lightweight wall panels or stone materials that can be used as block materials for the wall.

[0076] In addition, in order to realize that the upper front and rear panels 3a1 and the lower front and rear panels 3a2 can be placed on the upper steel-concrete composite frame 3a2 and the lower steel-concrete composite frame 3b2, they can be connected by rivets and slide in the direction of the oblong hole. The thickness of the upper front and rear panels 3a1 and the upper steel-concrete composite frame 3a2 is equal to the thickness of the upper composite wallboard 3a, and the thickness of the lower front and rear panels 3b1 and the lower steel-concrete composite frame 3b2 is equal to the thickness of the lower composite wallboard 3b.

[0077] At the same time, the above-mentioned multiple embodiments can achieve the composite wall panel has the effect of shock absorption and energy dissipation under small earthquakes, medium earthquakes and large earthquakes, and has good deformation ability.

[0078] At the same time, it can effectively prevent the wall panels from being damaged in the case of small or moderate earthquakes, and can play a supporting role in preventing the wall from collapsing in the case of large earthquakes, thereby achieving the effect of energy consumption and shock reduction.

[0079] The vertical seam between the composite wall panel and the structural column 1 is filled with a flexible thermal insulation and waterproof filling component, so that when the wall panel is laterally deformed under the action of an earthquake, the wall panel and the structural body do not collide in the plane, and its influence on the lateral displacement stiffness of the structural body can be quantified; the wall panel is fixed to its upper and lower structures out of the plane, so that the structural force is clear and the force transmission route is clear, thereby ensuring the reliability of the structure.

[0080] Embodiment 4

[0081] This embodiment provides a wall body, including a modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame as described above, and two or more parallel filling wall panels 3 are connected in parallel by welding.

[0082] In addition, the plurality of composite wall panels in the above embodiment can be used in combination with the slidable prefabricated filling wall panels 7, and the vertical joints between the slidable prefabricated filling wall panels 7 are filled with flexible thermal insulation and waterproof filling components. The slidable prefabricated wall panels are slidably connected to the upper structural beam 2a or the lower structural beam 2b through the sliding fixing member 7a.

[0083] In the description of this specification, the description with reference to the terms "one embodiment / method", "some embodiments / methods", "example", "specific example", or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment / method or example are included in at least one embodiment / method or example of the present application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment / method or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments / methods or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments / methods or examples described in this specification and the features of the different embodiments / methods or examples, unless they are contradictory.

[0084] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of this application, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.

[0085] Those skilled in the art should understand that the above embodiments are only for the purpose of clearly illustrating the present invention, and are not intended to limit the scope of the present invention. For those skilled in the art, other changes or modifications may be made based on the above utility model, and these changes or modifications are still within the scope of the present utility model.

Claims

1. A modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame, characterized in that: include: An upper composite wall panel (3a), a lower composite wall panel (3b) and an energy dissipation element (4), wherein the lower composite wall panel (3b) is arranged directly below the upper composite wall panel (3a), the upper end of the energy dissipation element (4) is fixedly connected to the lower end of the upper composite wall panel (3a), and the lower end of the energy dissipation element (4) is fixedly connected to the upper end of the lower composite wall panel (3b); The upper composite wall panel (3a) comprises: Upper steel-concrete composite frame (3a2); Upper front and rear panels (3a1), which are connected to the upper steel-concrete composite frame (3a2) by rivets; The lower composite wall panel (3b) comprises: Lower steel-concrete composite frame (3b2); Lower front and rear panels (3b1), which are connected to the steel-concrete composite frame (3b2) by rivets; The lower end surface of the upper steel-concrete composite frame (3a2) and the upper end surface of the lower steel-concrete composite frame (3b2) are fixedly connected via the energy-absorbing element (4).

2. The modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to claim 1 is characterized in that: The upper front and rear panels (3a1) and the lower front and rear panels (3b1) are provided with rivet circular holes and / or rivet oblong holes, and the rivets pass through the rivet circular holes and / or the rivet oblong holes to be connected to the upper steel-concrete composite frame (3a2) and the lower steel-concrete composite frame (3b2).

3. The modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to claim 1 is characterized in that: The upper steel-concrete composite frame (3a2) / the lower steel-concrete composite frame (3b2) comprises: a frame and profiled steel, a plurality of profiled steels are arranged in the frame, and two ends of the profiled steels are respectively fixedly connected to the frame, and the frame and the profiled steels are located in the same plane; The steel section is arranged obliquely or horizontally in the frame, and the two frames are connected via the energy dissipation element (4). The energy dissipation element (4) is a metal damper, a friction damper, a viscous damper, a viscoelastic damper or a combination of the above dampers.

4. The modular composite shock-absorbing wall panel with built-in steel-concrete composite frame according to claim 3 is characterized in that: The frame is a U-shaped structure, the crossbar portion of the frame is connected to the energy dissipation element (4), and the steel section is provided with a plurality of circular holes for pressurized grouting.

5. The modular composite shock-absorbing wall panel with built-in steel-concrete composite frame according to claim 3 is characterized in that: The upper front and rear panels (3a1) and the lower front and rear panels (3b1) are panels used as wall surfaces, the inner side surfaces of the panels are connected to the frame and the steel section, and the panels are lightweight panels or stone panels.

6. The modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to claim 1 is characterized in that: The thickness of the upper front and rear panels (3a1) and the upper steel-concrete composite frame (3a2) is equal to the thickness of the upper composite wall panel (3a), and the thickness of the lower front and rear panels (3b1) and the lower steel-concrete composite frame (3b2) is equal to the thickness of the lower composite wall panel (3b).

7. The modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame according to claim 1 is characterized in that: A flexible filling material component (6) is filled between the upper composite wall panel (3a) and the lower composite wall panel (3b), and the interiors of the upper composite wall panel (3a) and the lower composite wall panel (3b) are filled with thermal insulation, fireproofing and sound insulation materials.

8. A wall, characterized in that: include: A modular composite shock-absorbing wall panel with a built-in steel-concrete composite frame as described in any one of claims 1 to 7; The wall body further comprises: a structural column (1) and a structural beam (2), the structural beam (2) comprising an upper structural beam (2a) and a lower structural beam (2b), the upper end of the upper composite wall panel (3a) being connected to the upper structural beam (2a), and the lower end of the lower composite wall panel (3b) being connected to the lower structural beam (2b); A plurality of modular composite shock-absorbing wall panels are fastened in parallel; and a flexible filling material component (6) is filled between adjacent slidable prefabricated filling wall panels (7); or a flexible filling material component (6) is filled between adjacent structural columns (1).

9. A wall according to claim 8, characterized in that: Also includes: A structural beam embedded part (5), wherein the modular composite shock-absorbing wall panel is fixedly connected to the structural beam (2) via the structural beam embedded part (5); the structural beam embedded part comprises: an upper structural beam embedded part (5a) and a lower structural beam embedded part (5b), wherein the upper structural beam embedded part (5a) is embedded in the lower bottom surface of the upper structural beam (2a), and the lower structural beam embedded part (5b) is embedded in the upper top surface of the lower structural beam (2b); The modular composite shock-absorbing wall panel is provided with a connecting steel plate corresponding to the structural beam embedded part (5).

10. A wall according to claim 9, characterized in that: A flexible filling material component (6) is filled between the prefabricated filling wall panel (7) and the structural column (1).

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