Anti-seismic concrete structure frame

Abstract

The utility model discloses an anti-seismic concrete structure frame which comprises stand columns arranged in the Z-axis direction, cross beams arranged in the X-axis direction, longitudinal beams arranged in the Y-axis direction and side columns, the stand columns and the side columns are arranged in parallel, the stand columns and the side columns are connected through the cross beams, and the stand columns, the cross beams and the longitudinal beams are connected in a crossed mode. A steel-wrapped structure is arranged on the outer side of the stand column and used for wrapping the stand column, connecting pieces are arranged at common junctions of the stand column, the cross beams and the longitudinal beams, and the connecting pieces are connected through bolts. The stand column is wrapped by the angle steel and the steel plate, the angle steel can be well attached to the stand column through the right-angle structure of the angle steel, the angle steel can make contact with the stand column more tightly through the steel plate welded between the angle steel, and therefore a layer of rigid structure is additionally arranged on the outer side of the stand column, and the bending strength of the stand column is improved; and the shock resistance of the concrete structure frame is enhanced.

Description

Technical Field

[0001] The utility model belongs to the technical field of concrete structure frames, and in particular relates to an earthquake-resistant concrete structure frame. Background Art

[0002] In the concrete frame structure, the beam-column node connects the beams and columns into a whole, plays the role of transferring loads and resisting seismic energy dissipation, and is the key to the prefabricated and assembled concrete frame structure.

[0003] However, there are some problems with the existing technology: in earthquake disasters, the house shakes at a large angle due to the earthquake. At this time, the stress conditions at each position in the concrete structure frame of the house are different, which leads to different damage conditions at each position of the concrete frame structure. Generally, the stress conditions of the column are greater than the beam, and the collision force at the node between the column and the beam is the greatest, resulting in the serious earthquake damage of the concrete frame mostly occurring at the beam-column node position of the frame. Therefore, we propose a seismic-resistant concrete structure frame. Utility Model Content

[0004] In view of the problems existing in the prior art, the purpose of the utility model is to provide a seismic-resistant concrete structural frame, by adding a steel-clad structure and a reinforced connection structure on the outside of the column, thereby enhancing the strength and hardness of the column itself and increasing the seismic resistance of the concrete frame.

[0005] The utility model is implemented as follows: an earthquake-resistant concrete structural frame includes columns, beams and longitudinal beams, the columns are arranged in several groups and are parallel to each other, the columns are divided into columns and side columns by position, the columns and side columns are connected by beams, the columns, beams and longitudinal beams are arranged in a rectangular coordinate system, the columns are arranged along the Z-axis direction, the beams are arranged along the X-axis direction, and the longitudinal beams are arranged along the Y-axis, the outer side of the columns is provided with a steel-clad structure for reinforcing the columns, the common intersections of the columns, beams and longitudinal beams are provided with connecting pieces, the connecting pieces are connected by bolts, and are used to reinforce the strength of the intersections of the columns, beams and longitudinal beams.

[0006] Optionally, the steel-clad structure includes angle steels, which are right-angle plates. The angle steels fit the corners of the columns. There are four angle steels, which are evenly distributed on the outside of the columns.

[0007] Optionally, a plurality of steel plates are welded between the angle steels, and the plurality of steel plates are evenly distributed on adjacent angle steels.

[0008] Optionally, the connecting member includes a reinforcement plate, the reinforcement plate is configured as a right-angle plate, the connecting member is composed of three reinforcement plates connected together, and the three reinforcement plates are perpendicularly connected to each other in a right-angle coordinate system.

[0009] Optionally, connecting plates are fixedly connected between adjacent reinforcing plates, and through holes are provided on the connecting plates in order to increase the connection strength between the reinforcing plates.

[0010] Optionally, one side of the side column X-axis is connected to the cross beam, longitudinal beams are arranged on both sides of the side column Y-axis, a steel-clad structure is arranged on the column, connecting parts are arranged at the intersection points of the side column and the cross beam, the connecting parts are connected by bolts, and a side panel is arranged on the other side of the side column X-axis, and the connecting parts are connected to the side panel by bolts.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] 1. By setting angle steel and steel plate to wrap the column, the right-angle structure of the angle steel can make the angle steel fit the column better, and the steel plate welded between the angle steels can make the angle steel and the column contact more closely, thereby adding a layer of rigid structure to the outside of the column, increasing the bending strength of the column and strengthening the seismic resistance of the concrete structure frame.

[0013] 2. Connectors are arranged at the connection points of columns, beams and longitudinal beams. The connectors are distributed at eight connection points and connected by bolts so that the connectors press the columns, beams and longitudinal beams tightly, thereby strengthening the connection of the beam-column nodes.

[0014] Other features and advantages of the present invention will become apparent from the following detailed description of exemplary embodiments of the present invention with reference to the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure provided by the utility model;

[0016] Figure 2 It is a schematic diagram of the steel-clad structure provided by the utility model;

[0017] Figure 3 It is a schematic diagram of the connection state of the connector provided by the utility model;

[0018] Figure 4 It is an exploded schematic diagram of the connecting piece provided by the utility model;

[0019] Figure 5 It is a schematic diagram of a connecting piece provided by the utility model.

[0020] In the figure: 1, column; 101, cross beam; 102, longitudinal beam; 103, side column; 2, steel-clad structure; 201, angle steel; 202, steel plate; 3, connecting piece; 301, reinforcement plate; 302, connecting plate; 303, through hole; 4, bolt; 5, side plate. DETAILED DESCRIPTION

[0021] In order to further understand the content, features and effects of the utility model, the following embodiments are given as examples and described in detail with reference to the accompanying drawings.

[0022] Various exemplary embodiments of the present invention will now be described in detail with reference to the accompanying drawings. It should be noted that the relative arrangement of components and steps, numerical expressions and numerical values ​​set forth in these embodiments do not limit the scope of the present invention unless otherwise specifically stated.

[0023] The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses.

[0024] Technologies, methods, and equipment known to ordinary technicians in the relevant art may not be discussed in detail, but where appropriate, the technologies, methods, and equipment should be considered as part of the specification.

[0025] In all examples shown and discussed herein, any specific values ​​should be interpreted as merely exemplary and not as limiting. Therefore, other examples of the exemplary embodiments may have different values.

[0026] The structure of the utility model is described in detail below in conjunction with the accompanying drawings.

[0027] like Figures 1 to 5 As shown, an earthquake-resistant concrete structural frame provided by an embodiment of the utility model, the axial direction of the column 1 is the Z-axis direction, the axial direction of the beam 101 is the X-axis direction, and the axial direction of the longitudinal beam 102 is the Y-axis direction, including the column 1 arranged along the Z-axis direction, the beam 101 arranged along the X-axis direction, the longitudinal beam 102 and the side column 103 arranged along the Y-axis, the column 1 and the side column 103 are arranged in parallel, the column 1 and the side column 103 are connected by the beam 101, and the column 1, the beam 101 and the longitudinal beam 102 are cross-connected.

[0028] Usually when constructing a concrete structure frame, the load-bearing columns are divided into columns 1 and side columns 103. The edges of the frame are side columns 103, and the remaining load-bearing columns are columns 1. Generally, beams are arranged on the four sides of the columns 1, and beams are arranged on only three sides of the side columns 103. In this embodiment, two reinforcement structures of the inner column 1 are described.

[0029] Specifically, a steel-clad structure 2 is provided on the outer side of the column 1 for reinforcing the column 1 . The steel-clad structure 2 includes an angle steel 201 . The angle steel 201 is a right-angle plate. The angle steel 201 fits the corner of the column 1 . There are four angle steels 201 . The four angle steels 201 are evenly distributed on the outer side of the column 1 . A plurality of steel plates 202 are welded between the angle steels 201 . The plurality of steel plates 202 are evenly distributed on adjacent angle steels 201 .

[0030] Furthermore, in an earthquake disaster, the damage to the column 1 is greater than that to the beam. Therefore, in the present embodiment, angle steel 201 and steel plate 202 are arranged on the outside of the column 1 to wrap the column. The right-angle structure of the angle steel 201 can make the angle steel 201 fit the column 1 better, and the steel plate 202 welded between the angle steels 201 can make the angle steel 201 and the column 1 contact more closely, thereby adding a layer of rigid structure to the outside of the column 1 and increasing the bending strength of the column 1.

[0031] Specifically, connectors 3 are provided at the connection points of the column 1, the cross beam 101 and the longitudinal beam 102. The connectors 3 are connected by bolts 4 and are used to reinforce the connection points of the column 1, the cross beam 101 and the longitudinal beam 102. The connector 3 includes a reinforcing plate 301. The reinforcing plate 301 is configured as a right-angle plate. The connector 3 is composed of three reinforcing plates 301 connected together. The three reinforcing plates 301 are vertically connected to each other in a right-angle coordinate system. Connecting plates 302 are fixedly connected between adjacent reinforcing plates 301. In order to increase the connection strength between the reinforcing plates 301, through holes 303 are opened on the connecting plates 302.

[0032] Furthermore, in an earthquake disaster, both columns and beams will be damaged, so the damage at the node position is particularly obvious. In order to ensure the strength of the node, connectors 3 are set at the connection points of the column 1, the cross beam 101 and the longitudinal beam 102. The connectors 3 are distributed at the eight intersections of the column 1, the cross beam 101 and the longitudinal beam 102, and are connected by bolts 4 respectively. The right-angle structure of the three reinforcement plates 301 on the connector 3 can fit the cross beam 101 and the longitudinal beam 102, and can clamp the steel structure 2 on the outside of the column 1, which is equivalent to the connector 3 clamping the connection point of the column 1 through connection, strengthening the strength of the intersection of the column 1, thereby improving the seismic performance of the concrete frame structure.

[0033] Specifically, one side of the X-axis of the side column 103 is connected to the cross beam 101, longitudinal beams 102 are arranged on both sides of the Y-axis of the side column 103, a steel structure 2 is arranged on the column 1, and connecting parts 3 are arranged at the intersection points of the side column 103 and the cross beam 101, and the connecting parts 3 are connected by bolts 4. A side plate 5 is arranged on the other side of the X-axis of the side column 103, and the connecting part 3 and the side plate 5 are connected by bolts 4.

[0034] Furthermore, for the side column 103 located at the edge of the concrete frame structure, since there is no cross beam 101 on the outside of the side column 103, a side plate 5 is set on the outside of the steel structure 2 on the side column 103, and a connecting piece 3 is set at the intersection of the cross beam 101, the side column 103 and the longitudinal beam 102 on the other side. The connecting piece 3 and the side plate 5 are connected by bolts 4, so that the steel structure 2 and the side plate 5 strengthen the strength of the outside of the side column 103, and the strength of the intersection of the side column 103 is strengthened by the connecting piece 3.

[0035] Working principle: In an earthquake disaster, both columns and beams will be damaged, so the damage at the node position is particularly obvious. In order to ensure the strength of the node, connectors 3 are set at the connection points of the column 1, the cross beam 101 and the longitudinal beam 102. The connectors 3 are distributed at the eight intersections of the column 1, the cross beam 101 and the longitudinal beam 102, and are connected by bolts 4 respectively. The right-angle structure of the three reinforcement plates 301 on the connector 3 can fit the cross beam 101 and the longitudinal beam 102, and can clamp the steel structure 2 on the outside of the column 1, which is equivalent to the connector 3 clamping the connection point of the column 1 through connection, strengthening the strength of the intersection of the column 1, thereby improving the seismic performance of the concrete frame structure.

[0036] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0037] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An earthquake-resistant concrete structural frame, comprising columns (1) arranged along the Z-axis direction, beams (101) arranged along the X-axis direction, longitudinal beams (102) and side columns (103) arranged along the Y-axis, characterized in that: The upright column (1) and the side column (103) are arranged in parallel, and the upright column (1) and the side column (103) are connected by a cross beam (101). The upright column (1), the cross beam (101) and the longitudinal beam (102) are cross-connected. A steel structure (2) is arranged on the outer side of the upright column (1) for wrapping the upright column (1). Connectors (3) are arranged at the common intersection points of the upright column (1), the cross beam (101) and the longitudinal beam (102), and the connectors (3) are connected by bolts (4).

2. The earthquake-resistant concrete structural frame according to claim 1 is characterized in that: The steel-clad structure (2) comprises an angle steel (201), wherein the angle steel (201) is a right-angle plate, and the angle steel (201) fits the corner of the column (1). There are four angle steels (201), and the four angle steels (201) are evenly distributed on the outside of the column (1).

3. The earthquake-resistant concrete structural frame according to claim 2 is characterized in that: A plurality of steel plates (202) are welded between the angle steels (201), and the plurality of steel plates (202) are evenly distributed on adjacent angle steels (201).

4. The earthquake-resistant concrete structural frame according to claim 1 is characterized in that: The connecting member (3) comprises a reinforcing plate (301), wherein the reinforcing plate (301) is arranged as a right-angle plate; the connecting member (3) is composed of three reinforcing plates (301) connected together, wherein the three reinforcing plates (301) are connected perpendicularly to each other in a right-angle coordinate system.

5. The earthquake-resistant concrete structural frame according to claim 4 is characterized in that: A connecting plate (302) is fixedly connected between adjacent reinforcing plates (301), and in order to increase the connection strength between the reinforcing plates (301), a through hole (303) is provided on the connecting plate (302).

6. The earthquake-resistant concrete structural frame according to claim 1 is characterized in that: One side of the side column (103) on the X axis is connected to the cross beam (101), and longitudinal beams (102) are arranged on both sides of the Y axis of the side column (103). A steel structure (2) is arranged on the column (1), and connecting parts (3) are arranged at the intersection points of the side column (103) and the cross beam (101), and the connecting parts (3) are connected by bolts (4). A side plate (5) is arranged on the other side of the X axis of the side column (103), and the connecting part (3) and the side plate (5) are connected by bolts (4).

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