Replaceable assembly type energy consumption node based on dot matrix structure

Abstract

The utility model relates to the technical field of assembly type building structures, in particular to a replaceable assembly type energy consumption node based on a dot matrix structure, which comprises a first II-shaped steel body, a second II-shaped steel body and a dot matrix structure energy consumption component, one end of the first II-shaped steel body is used for being fixedly connected with a reinforced concrete column, the second II-shaped steel body and the first II-shaped steel body are the same in shape, the connecting ends of the first II-shaped steel body and the second II-shaped steel body are correspondingly arranged, and one end of the second II-shaped steel body is used for being fixedly connected with a reinforced concrete beam. The two ends of the lattice structure energy dissipation assembly are fixedly and detachably connected with the first II-shaped steel body installation end and the second II-shaped steel body installation end correspondingly, connection is rapid and easy to implement in the construction process, the construction time and cost can be reduced, and meanwhile the construction efficiency is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of assembled building structures, and in particular to a replaceable assembled energy-consuming node based on a lattice structure. Background Art

[0002] In the tide of industrial transformation in the construction field, prefabricated concrete buildings are becoming a key force in promoting sustainable development and achieving the "dual carbon" goals with their high construction efficiency and environmental friendliness. In particular, the beam-column nodes in prefabricated buildings are not only the cornerstone of structural integrity, but also directly related to the overall safety. Faced with the challenges of natural disasters, especially the frequent occurrence of earthquakes, it is imperative to strengthen the seismic resistance and rapid recovery capabilities of these nodes after earthquakes. However, traditional connection methods often find it difficult to take into account multi-functional requirements such as load-bearing, seismic resistance and easy repair, thus hindering the development of prefabricated building technology. The lattice structure has the characteristics of light weight, high strength, excellent energy consumption and flexible design space, which provides a new direction for the improvement of prefabricated nodes. Therefore, integrating the lattice structure into the design of prefabricated nodes is not only expected to improve the mechanical properties and energy consumption capacity of the nodes, but also further promote the innovation and development of prefabricated building technology. Utility Model Content

[0003] In view of this, the present invention aims at the deficiencies of the prior art and proposes a replaceable assembled energy-consuming node based on a lattice structure, aiming to solve at least one of the problems raised by the above-mentioned background technology.

[0004] The utility model provides a replaceable assembled energy dissipation node based on a lattice structure, comprising: a first II-shaped steel body, one end of which is used for fixed connection with a reinforced concrete column;

[0005] A second II-shaped steel body, wherein the second II-shaped steel body has the same shape as the first II-shaped steel body, and the first II-shaped steel body and the connecting end of the II-shaped steel body are arranged correspondingly, and one end of the second II-shaped steel body is used for fixed connection with the reinforced concrete beam;

[0006] A lattice structure energy dissipation component, wherein two ends of the lattice structure energy dissipation component are respectively fixedly and detachably connected to the first II-shaped steel body mounting end and the second II-shaped steel body mounting end.

[0007] In some embodiments, the first II-shaped steel body and the second II-shaped steel body are embedded into the reinforced concrete near one end of the reinforced concrete to form an integral structure.

[0008] In some embodiments, a plurality of through holes for high-strength long bolts to pass through are correspondingly disposed on the first II-shaped steel body and the second II-shaped steel body.

[0009] In some embodiments, the plurality of through holes are respectively disposed on both sides of the first II-shaped steel body and the second II-shaped steel body.

[0010] In some embodiments, the lattice structure energy-consuming component includes:

[0011] a first connecting steel plate, one end of which is fixedly and detachably connected to an end of the first II-shaped steel body away from the reinforced concrete column, and the first connecting steel plate and the corresponding surface of the first II-shaped steel body match in shape;

[0012] A second connecting steel plate, the second connecting steel plate is arranged corresponding to the first connecting steel plate, one end of the second connecting steel plate is fixedly and detachably connected to the end of the second II-shaped steel body away from the reinforced concrete beam, and the second connecting steel plate matches the corresponding surface of the second II-shaped steel body in shape;

[0013] An upper steel plate, which is arranged perpendicular to the first connecting steel plate, and two ends of the upper steel plate are respectively fixedly connected to the top of the first connecting steel plate and the top of the second connecting steel plate;

[0014] A lower steel pad, wherein the lower steel pad is arranged parallel to the upper steel pad, and the two ends of the lower steel pad are respectively fixedly connected to the bottom of the first connecting steel plate and the second connecting steel plate;

[0015] The lattice cell is arranged in the first connecting steel plate, the second connecting steel plate, the upper steel pad and the lower steel pad, and the side walls of the lattice cell are respectively fixedly connected to the inner walls of the first connecting steel plate, the second connecting steel plate, the upper steel pad and the lower steel pad.

[0016] In some embodiments, a rectangular structure is formed between the first connecting steel plate, the second connecting steel plate, the upper steel pad, and the lower steel pad.

[0017] In some embodiments, the lattice cell is a rectangular frame with support rods arranged corresponding to the internal vertices.

[0018] In some embodiments, the lattice cells are formed by 3D printing technology.

[0019] In some embodiments, the high-strength long bolt passes through the first II-shaped steel body, the first connecting steel plate, the lattice cell, the second connecting steel plate, and the second II-shaped steel body in sequence, and both ends of the high-strength long bolt are fixed by nuts.

[0020] The foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the present disclosure.

[0021] Other features and aspects of the present disclosure will become more apparent from the following detailed description of exemplary embodiments with reference to the attached drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0023] Figure 1 An axonometric diagram of a replaceable assembled energy-consuming node based on a lattice structure provided in an embodiment of the utility model;

[0024] Figure 2 A front view of a replaceable assembled energy-consuming node based on a lattice structure provided by an embodiment of the utility model;

[0025] Figure 3 Axonometric view of the first II-shaped steel body of the replaceable assembled energy-consuming node based on the lattice structure provided in the embodiment of the utility model;

[0026] Figure 4 A front view of a replaceable assembled energy-consuming node lattice cell based on a lattice structure provided in an embodiment of the utility model;

[0027] Figure 5 An axonometric diagram of a replaceable assembled energy-consuming node lattice cell based on a lattice structure provided in an embodiment of the utility model.

[0028] Among them: 1. The first II-shaped steel body; 2. The second II-shaped steel body; 3. The lattice structure energy-absorbing component; 4. The high-strength long bolts; 5. The through hole; 6. The first connecting steel plate; 7. The second connecting steel plate; 8. The upper steel pad; 9. The lower steel pad; 10. The lattice cell; 11. The support rod. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the present application to clearly and completely describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0030] In the description of the present application, it should be understood that the terms "center", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present application.

[0031] 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. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, unless otherwise specified, "plurality" means two or more.

[0032] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" 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 a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0033] As mentioned in the background technology, in the tide of transformation of the construction field towards industrialization, prefabricated concrete buildings, with their high construction efficiency and environmental friendliness, are becoming a key force in promoting sustainable development and achieving the "dual carbon" goals. In particular, the beam-column nodes in prefabricated buildings are not only the cornerstone of structural integrity, but also directly related to the overall safety. Faced with the challenges of natural disasters, especially the frequent occurrence of earthquakes, it has become urgent to strengthen the seismic resistance and rapid post-earthquake recovery capabilities of these nodes. However, traditional connection methods often cannot take into account multi-functional requirements such as load-bearing, seismic resistance and easy repair, which hinders the development of prefabricated building technology.

[0034] In order to improve the above-mentioned problems, the present application proposes a replaceable assembled energy-absorbing node based on a lattice structure. The replaceable assembled energy-absorbing node based on the lattice structure is quick to connect and easy to implement during the construction process, which can reduce construction time and cost and improve construction efficiency. The lattice structure has high design flexibility and can be designed according to the needs of the structure. The nodes based on the lattice structure can show good energy absorption and shock absorption capabilities when natural disasters such as earthquakes occur. By directly replacing the assembled nodes with energy-absorbing devices, structural damage can be effectively concentrated on the energy-absorbing elements, thereby protecting concrete components and achieving the purpose of plastic controllable, easy replacement and reduced earthquake losses. The core energy-absorbing components in the energy-absorbing nodes can be replaced after earthquake damage or damage, thereby restoring the structure's use function and mechanical properties, and improving the structure's maintainability and service life.

[0035] See also Figure 1-5 As shown, a replaceable assembled energy dissipation node based on a lattice structure according to an embodiment of the present application includes: a first II-shaped steel body 1, one end of which is used for fixed connection with a reinforced concrete column;

[0036] A second II-shaped steel body 2, wherein the second II-shaped steel body 2 has the same shape as the first II-shaped steel body 1, and the first II-shaped steel body 1 and the connecting ends of the II-shaped steel body 2 are correspondingly arranged, and one end of the second II-shaped steel body 2 is used for fixed connection with a reinforced concrete beam;

[0037] The lattice structure energy dissipation component 3 has two ends which are respectively fixedly and detachably connected to the mounting end of the first II-shaped steel body 1 and the mounting end of the second II-shaped steel body 2 .

[0038] In some specific embodiments, the first II-shaped steel body 1 and the second II-shaped steel body 2 are embedded into the reinforced concrete near one end of the reinforced concrete to form an integral structure.

[0039] It should be understood that the first II-shaped steel body 1 and the second II-shaped steel body 2 are installed in advance in the reinforced concrete column as embedded parts, and concrete is poured after the installation is completed.

[0040] In some specific embodiments, a plurality of through holes 5 for the high-strength long bolts 4 to pass through are correspondingly disposed on the first II-shaped steel body 1 and the second II-shaped steel body 2 .

[0041] In some specific embodiments, the plurality of through holes 5 are respectively disposed on both sides of the first II-shaped steel body 1 and the second II-shaped steel body 2 .

[0042] In some specific embodiments, the lattice structure energy dissipation component 3 includes:

[0043] A first connecting steel plate 6, one end of which is fixedly and detachably connected to an end of the first II-shaped steel body 1 away from the reinforced concrete column, and the first connecting steel plate 6 matches the corresponding surface of the first II-shaped steel body 1;

[0044] A second connecting steel plate 7, wherein the second connecting steel plate 7 is arranged corresponding to the first connecting steel plate 6, one end of the second connecting steel plate 7 is fixedly and detachably connected to the end of the second II-shaped steel body 2 away from the reinforced concrete beam, and the second connecting steel plate 7 matches the corresponding surface of the second II-shaped steel body 2 in shape;

[0045] An upper steel plate 8 is arranged perpendicular to the first connecting steel plate 6, and both ends of the upper steel plate 8 are fixedly connected to the top of the first connecting steel plate 6 and the top of the second connecting steel plate 7 respectively;

[0046] A lower steel pad 9, wherein the lower steel pad 9 is arranged parallel to the upper steel pad 8, and both ends of the lower steel pad 9 are fixedly connected to the bottom of the first connecting steel plate 6 and the bottom of the second connecting steel plate 7 respectively;

[0047] The lattice cell 10 is arranged in the first connecting steel plate 6, the second connecting steel plate 7, the upper steel pad 8, and the lower steel pad 9, and the side walls of the lattice cell 10 are fixedly connected to the inner walls of the first connecting steel plate 6, the second connecting steel plate 7, the upper steel pad 8, and the lower steel pad 9 respectively.

[0048] It should be understood that there are multiple lattice cells 10, and they are assembled and generated simultaneously through 3D printing technology; the number of lattice cells 10 can be increased or decreased according to actual work needs, and the corresponding first connecting steel plate 6, second connecting steel plate 7, upper steel pad 8, and lower steel pad 9 are set accordingly.

[0049] In some specific embodiments, a rectangular structure is formed between the first connecting steel plate 6 , the second connecting steel plate 7 , the upper steel pad 8 , and the lower steel pad 9 .

[0050] In some specific embodiments, the lattice cell 10 is a rectangular frame with support rods 11 disposed at corresponding internal vertices.

[0051] In some specific embodiments, the lattice cell 10 is formed by 3D printing technology.

[0052] In some specific embodiments, the high-strength long bolt 4 passes through the first II-shaped steel body 1, the first connecting steel plate 6, the lattice cell 10, the second connecting steel plate 7, and the second II-shaped steel body 2 in sequence, and both ends of the high-strength long bolt 4 are fixed by nuts.

[0053] The prefabrication of each component of the replaceable assembled energy-absorbing node based on the lattice structure is completed in the relevant factory. Only assembly and bolt installation are required on site, which is convenient for construction. By directly using the energy-absorbing device to replace the assembled node, the structural damage can be effectively concentrated on the energy-absorbing element, thereby protecting the concrete component. When the node is repaired after being damaged, only the lattice structure energy-absorbing component 3 is required to complete the node repair work; at the same time, after the energy-absorbing node is damaged, the high-strength long bolt 4 passes through the lattice structure energy-absorbing component 3, and is fixed at both ends of the high-strength long bolt 4 by nuts to prevent further damage to the lattice structure energy-absorbing component 3.

[0054] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.

Claims

1. A replaceable assembled energy consumption node based on a lattice structure, characterized in that: include: The first II-shaped steel body has one end for fixed connection with the reinforced concrete column; A second II-shaped steel body, wherein the second II-shaped steel body has the same shape as the first II-shaped steel body, and the first II-shaped steel body and the connecting end of the II-shaped steel body are arranged correspondingly, and one end of the second II-shaped steel body is used for fixed connection with the reinforced concrete beam; A lattice structure energy dissipation component, wherein two ends of the lattice structure energy dissipation component are respectively fixedly and detachably connected to the first II-shaped steel body mounting end and the second II-shaped steel body mounting end.

2. According to the replaceable assembled energy consumption node based on the lattice structure according to claim 1, it is characterized in that: The first II-shaped steel body and the second II-shaped steel body are embedded in the reinforced concrete at one end close to the reinforced concrete to form an integral structure.

3. According to claim 2, a replaceable assembled energy consumption node based on a lattice structure is characterized in that: The first II-shaped steel body and the second II-shaped steel body are correspondingly provided with a plurality of through holes for high-strength long bolts to pass through.

4. According to claim 3, a replaceable assembled energy consumption node based on a lattice structure is characterized in that: The plurality of through holes are respectively disposed on both sides of the first II-shaped steel body and the second II-shaped steel body.

5. The replaceable assembled energy consumption node based on lattice structure according to claim 4 is characterized in that: The lattice structure energy-consuming component comprises: a first connecting steel plate, one end of which is fixedly and detachably connected to an end of the first II-shaped steel body away from the reinforced concrete column, and the first connecting steel plate and the corresponding surface of the first II-shaped steel body match in shape; A second connecting steel plate, the second connecting steel plate is arranged corresponding to the first connecting steel plate, one end of the second connecting steel plate is fixedly and detachably connected to the end of the second II-shaped steel body away from the reinforced concrete beam, and the second connecting steel plate matches the corresponding surface of the second II-shaped steel body in shape; An upper steel plate, which is arranged perpendicular to the first connecting steel plate, and two ends of the upper steel plate are respectively fixedly connected to the top of the first connecting steel plate and the top of the second connecting steel plate; A lower steel pad, wherein the lower steel pad is arranged parallel to the upper steel pad, and the two ends of the lower steel pad are respectively fixedly connected to the bottom of the first connecting steel plate and the second connecting steel plate; The lattice cell is arranged in the first connecting steel plate, the second connecting steel plate, the upper steel pad and the lower steel pad, and the side walls of the lattice cell are respectively fixedly connected to the inner walls of the first connecting steel plate, the second connecting steel plate, the upper steel pad and the lower steel pad.

6. The replaceable assembled energy consumption node based on lattice structure according to claim 5 is characterized in that: A rectangular structure is formed between the first connecting steel plate, the second connecting steel plate, the upper steel pad and the lower steel pad.

7. The replaceable assembled energy consumption node based on lattice structure according to claim 6 is characterized in that: The lattice cell is a rectangular frame with supporting rods arranged corresponding to the internal vertices.

8. The replaceable assembled energy consumption node based on lattice structure according to claim 7 is characterized in that: The lattice cells are formed by 3D printing technology.

9. The replaceable assembled energy consumption node based on lattice structure according to claim 7 is characterized in that: The high-strength long bolt passes through the first II-shaped steel body, the first connecting steel plate, the lattice cell, the second connecting steel plate, and the second II-shaped steel body in sequence, and both ends of the high-strength long bolt are fixed by nuts.

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