Flexible connection structure of built-in heat preservation cast-in-place concrete infilled wall and frame column beam

Abstract

The utility model discloses a built-in heat preservation cast-in-place concrete infilled wall and frame column beam flexible connection structure which comprises an infilled wall and a frame main body component, and a compressible thin plate is arranged between the infilled wall and the frame main body component and is connected with the infilled wall and the frame main body component through a flexible connection piece. The infilled wall comprises an infilled wall heat preservation core plate, and cast-in-place reinforced concrete protective layers are arranged on the inner side and the outer side of the infilled wall heat preservation core plate. Compared with the prior art, the utility model has the advantages that the structure is simple, and the use is convenient; by means of the novel flexible connection structure of the built-in heat preservation cast-in-place concrete infilled wall and the frame columns and the frame beams, the problem of flexible connection of the infilled wall and the frame beams and the frame columns is solved, the infilled wall can adapt to deformation of a frame structure body under the action of earthquake loads on the premise that the normal use function is guaranteed, and the service life of the infilled wall is prolonged. Therefore, the application range of the built-in heat preservation cast-in-place concrete structure is popularized to a frame structure.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a flexible connection structure of a built-in thermal insulation cast-in-situ concrete filling wall and a frame column beam. Background Art

[0002] At present, the insulation materials in the construction market are of varying quality. Common ones include composite rock wool boards, homogeneous boards, polystyrene particle insulation boards, foamed cement boards, and non-disassembly insulation formwork. Most insulation materials are in the external construction plan. As time goes by, the exterior wall insulation materials have cracked, hollowed, and seeped to varying degrees. Some projects have even fallen off, causing great impact on people's safety and property. The emergence of built-in insulation cast-in-place concrete shear wall structure ("JGJ / T-451-2018 Technical Standard for Built-in Insulation Cast-in-Place Concrete Composite Shear Wall") solves the above hidden dangers and disadvantages, but because its filling wall part has a greater impact on the lateral stiffness of the main structure, its application range is limited to shear wall structures (mostly used in high-rise residential buildings), and is not suitable for flexible connections of other frame structures.

[0003] Therefore, it is particularly important to develop a flexible connection structure with good seismic performance. Utility Model Content

[0004] The purpose of the utility model is to provide a flexible connection structure between a built-in thermal insulation cast-in-situ concrete filling wall and a frame column beam, so as to solve the problems raised in the above background technology.

[0005] In order to solve the above technical problems, the technical solution provided by the present invention is as follows: a flexible connection structure between a built-in thermal insulation cast-in-situ concrete infill wall and a frame column beam, comprising an infill wall and a frame main component, wherein a compressible thin plate is provided between the infill wall and the frame main component and connected by a flexible connector;

[0006] The infill wall comprises an infill wall insulation core plate, and both the inner and outer sides of the infill wall insulation core plate are provided with a cast-in-situ reinforced concrete protective layer;

[0007] The outer side of the frame main body is provided with a frame beam and column insulation core plate, and is covered with a cast-in-place reinforced concrete protective layer;

[0008] The insulation core plate of the filling wall and the insulation core plate of the frame beam column are fixed by limiting connectors and steel bar connecting rods;

[0009] The flexible connector includes a U-shaped spring clip, with elastic plates inclined at both ends of the U-shaped spring clip, and a tie rod vertically provided on a side of the middle of the U-shaped spring clip away from the elastic plate, and the tie rod is fixedly connected to the U-shaped spring clip;

[0010] The U-shaped spring clamps the end of the infill wall insulation core plate, and the cross-section of the end of the infill wall insulation core plate is reduced to form an inward-extending corbel of the cast-in-place reinforced concrete protective layer. The inward-extending corbel fits tightly with the flexible connector, and the tie rod passes through the compressible thin plate and is anchored into the interior of the frame main component.

[0011] As a preferred solution, the main frame component is a cast-in-place frame column, and the tie rod of the flexible connector, the limiting connector and the steel bar connecting rod are all anchored into the cast-in-place frame column.

[0012] As a preferred solution, the main frame component is a cast-in-place frame beam, and the tie rod of the flexible connector, the limiting connector and the steel bar connecting rod are all anchored into the cast-in-place frame beam.

[0013] As a preferred solution, the tie rod is welded to the U-shaped spring clip or connected via an anchor bolt.

[0014] Compared with the prior art, the advantages of the present invention are: simple structure and easy use; through a new type of flexible connection structure of built-in thermal insulation cast-in-place concrete filling wall and frame columns and beams, the problem of flexible connection between the filling wall and the frame beams and frame columns is solved. On the premise of ensuring normal use function, the filling wall can adapt to the deformation of the frame structure main body under the action of seismic load, thereby extending the application scope of the built-in thermal insulation cast-in-place concrete structure to the frame structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural diagram of embodiment 1 of the present utility model.

[0016] Figure 2 It is a structural diagram of embodiment 2 of the present utility model.

[0017] Figure 3 It is a structural diagram of the flexible connector of the utility model.

[0018] Figure 4 This is the main view of the flexible connector of the utility model.

[0019] As shown in the figure: 1. Infill wall, 2. Compressible thin plate, 3. Flexible connector, 4. Infill wall insulation core board, 5. Cast-in-place reinforced concrete protective layer, 6. Frame beam and column insulation core board, 7. Limit connector and steel connecting rod, 8. Inward extending corbel, 9. Cast-in-place frame column, 10. Cast-in-place frame beam, 301, U-shaped spring clip, 302, elastic plate, 303, tie rod. DETAILED DESCRIPTION

[0020] To make the purpose, technical solution 1, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings herein can be arranged and designed in various different configurations.

[0021] In the description of the embodiments of the present invention, it should be noted that if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the accompanying drawings, or the orientation or position relationship in which the product of the utility model is usually placed when in use. It is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation. Therefore, it should not be understood as limiting the present invention. In addition, the terms "first", "second", "third", etc. are only used to distinguish the description and should not be understood as indicating or implying relative importance.

[0022] Furthermore, the use of terms such as "horizontal," "vertical," and "overhanging" does not necessarily imply that the component must be absolutely horizontal or overhanging, but rather that it can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," not that the structure must be completely horizontal, but rather that it can be slightly tilted.

[0023] In the description of the embodiments of the present invention, “a plurality of” means at least 2.

[0024] In the description of the embodiments of the present invention, it should be noted that, unless otherwise expressly specified or limited, the terms "disposed," "installed," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to mechanical connections or electrical connections; they can refer to direct connections or indirect connections through an intermediate medium; and they can refer to internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in the present invention based on specific circumstances.

[0025] Example 1

[0026] In conjunction with the accompanying drawings, a flexible connection structure of a built-in thermal insulation cast-in-situ concrete infill wall and a frame column beam includes an infill wall 1 and a frame main component, wherein a compressible thin plate 2 is provided between the infill wall 1 and the frame main component and connected by a flexible connector 3;

[0027] The infill wall 1 includes an infill wall insulation core plate 4, and both the inner and outer sides of the infill wall insulation core plate 4 are provided with a cast-in-situ reinforced concrete protective layer 5;

[0028] The outer side of the frame main component is provided with a frame beam and column insulation core plate 6, and is covered by a cast-in-situ reinforced concrete protective layer 5;

[0029] The infill wall insulation core plate 4 and the frame beam column insulation core plate 6 are fixed by limiting connectors and steel bar connecting rods 7;

[0030] The flexible connector 3 includes a U-shaped spring clip 301, with elastic plates 302 inclined at both ends of the U-shaped spring clip 301. A tie rod 303 is vertically provided on the side of the middle of the U-shaped spring clip 301 away from the elastic plate 302, and the tie rod 303 is fixedly connected to the U-shaped spring clip 301.

[0031] The U-shaped spring clip 301 wraps around the end of the filling wall insulation core panel 4, and the cross-section of the end of the filling wall insulation core panel 4 is reduced to form an inward extending corbel 8 of the cast-in-place reinforced concrete protective layer 5. The inward extending corbel 8 fits tightly with the flexible connector 3, and the tie rod 303 passes through the compressible thin plate 2 and is anchored into the interior of the frame main component.

[0032] The main frame component is a cast-in-place frame column 9 , and the tie rod 303 of the flexible connector 3 , the position-limiting connector, and the steel bar connecting rod 7 are all anchored into the cast-in-place frame column 9 .

[0033] The tie rod 303 is welded to the U-shaped spring clip 301 or connected via an anchor bolt.

[0034] In this embodiment, the cross-section of the end of the insulation core board of the infill wall is reduced to form an inward-extending corbel of the cast-in-place reinforced concrete protective layer. The inward-extending corbel fits tightly with the flexible connector, which effectively connects the infill wall and the frame column under normal use, so that the inner plaster layer does not crack. Under the action of seismic loads, the flexible connector makes the infill wall effectively connected to the frame column outside the plane (to prevent the infill wall from tipping over), and relative displacement can occur between the infill wall and the frame column within the plane, thereby reducing the influence of the infill wall on the lateral stiffness of the main structure.

[0035] Example 2

[0036] A flexible connection structure of a built-in thermal insulation cast-in-situ concrete infill wall and a frame column beam, comprising an infill wall 1 and a frame main component, wherein a compressible thin plate 2 is provided between the infill wall 1 and the frame main component and connected by a flexible connector 3;

[0037] The infill wall 1 includes an infill wall insulation core plate 4, and both the inner and outer sides of the infill wall insulation core plate 4 are provided with a cast-in-situ reinforced concrete protective layer 5;

[0038] The outer side of the frame main component is provided with a frame beam and column insulation core plate 6, and is covered by a cast-in-situ reinforced concrete protective layer 5;

[0039] The infill wall insulation core plate 4 and the frame beam column insulation core plate 6 are fixed by limiting connectors and steel bar connecting rods 7;

[0040] The flexible connector 3 includes a U-shaped spring clip 301, with elastic plates 302 inclined at both ends of the U-shaped spring clip 301. A tie rod 303 is vertically provided on the side of the middle of the U-shaped spring clip 301 away from the elastic plate 302, and the tie rod 303 is fixedly connected to the U-shaped spring clip 301.

[0041] The U-shaped spring clip 301 wraps around the end of the filling wall insulation core panel 4, and the cross-section of the end of the filling wall insulation core panel 4 is reduced to form an inward extending corbel 8 of the cast-in-place reinforced concrete protective layer 5. The inward extending corbel 8 fits tightly with the flexible connector 3, and the tie rod 303 passes through the compressible thin plate 2 and is anchored into the interior of the frame main component.

[0042] The main frame component is a cast-in-place frame beam 10 , and the tie rod 303 of the flexible connector 3 , the position-limiting connector, and the steel bar connecting rod 7 are all anchored into the cast-in-place frame beam 10 .

[0043] The tie rod 303 is welded to the U-shaped spring clip 301 or connected via an anchor bolt.

[0044] In this embodiment, the top cross-section of the insulation core board of the infill wall is reduced to form an inward-extending corbel of the cast-in-place reinforced concrete protective layer. The inward-extending corbel fits tightly with the flexible connector, which effectively connects the infill wall to the frame beam under normal use and prevents the inner plaster layer from cracking. Under the action of seismic loads, the flexible connector effectively connects the infill wall to the frame beam outside the plane (to prevent the infill wall from tipping over), and relative sliding can occur between the infill wall and the frame beam within the plane, thereby reducing the impact of the infill wall on the lateral stiffness of the main structure.

[0045] In practice, this utility model utilizes compressible thin plates and flexible connectors to achieve a flexible connection between the infill wall and the frame beams and columns, improving the overall stability and seismic resistance of the building. The insulated core panels of the infill wall and the frame beams and columns not only enhance the structural strength of the infill wall but also improve the building's thermal insulation performance. The standardized configuration of wire mesh and rebar further strengthens the connection between the infill wall and the frame beams and columns, enhancing the overall safety of the building.

[0046] In summary, the utility model solves the problem of flexible connection between the infill wall and the frame beams and columns. On the premise of ensuring normal use function, the infill wall can adapt to the deformation of the main body of the frame structure under the action of seismic load, thereby extending the application scope of the built-in insulation cast-in-place concrete structure to the frame structure.

[0047] The above description of the present invention and its embodiments is non-limiting. The drawings show only one embodiment of the present invention, and the actual structure is not limited thereto. In short, if a person skilled in the art is inspired by the above, and does not deviate from the purpose of the present invention, without creatively designing a structure and embodiment similar to the technical solution, they shall fall within the scope of protection of the present invention.

Claims

1. A flexible connection structure between a built-in thermal insulation cast-in-situ concrete infill wall and a frame column beam, comprising an infill wall and a frame main component, characterized in that: A compressible thin plate is provided between the infill wall and the main frame member and connected by a flexible connector; The infill wall comprises an infill wall insulation core plate, and both the inner and outer sides of the infill wall insulation core plate are provided with a cast-in-situ reinforced concrete protective layer; The outer side of the frame main body is provided with a frame beam and column insulation core plate, and is covered with a cast-in-place reinforced concrete protective layer; The insulation core plate of the filling wall and the insulation core plate of the frame beam column are fixed by limiting connectors and steel bar connecting rods; The flexible connector includes a U-shaped spring clip, with elastic plates inclined at both ends of the U-shaped spring clip, and a tie rod vertically provided on a side of the middle of the U-shaped spring clip away from the elastic plate, and the tie rod is fixedly connected to the U-shaped spring clip; The U-shaped spring clamps the end of the infill wall insulation core plate, and the cross-section of the end of the infill wall insulation core plate is reduced to form an inward-extending corbel of the cast-in-place reinforced concrete protective layer. The inward-extending corbel fits tightly with the flexible connector, and the tie rod passes through the compressible thin plate and is anchored into the interior of the frame main component.

2. The flexible connection structure of a cast-in-situ concrete infill wall and a frame column beam according to claim 1, characterized in that: The main frame component is a cast-in-place frame column, and the tie rod of the flexible connector, the limit connector and the steel bar connecting rod are all anchored into the cast-in-place frame column.

3. The flexible connection structure of the built-in thermal insulation cast-in-situ concrete infill wall and frame column beam according to claim 1, characterized in that: The main frame component is a cast-in-place frame beam, and the tie rod of the flexible connector, the limit connector and the steel bar connecting rod are all anchored into the cast-in-place frame beam.

4. The flexible connection structure of the cast-in-situ concrete infill wall and the frame column beam according to claim 1, characterized in that: The tie rod is welded to the U-shaped spring clip or connected via an anchor bolt.

Images