Column body structure of continuous veranda

Abstract

A continuous veranda column structure comprises a foundation plate, a balance weight base is arranged on the foundation plate, a middle rod body is arranged on the balance weight base, and a transverse supporting plate is arranged on the upper portion of the middle rod body. The counterweight base comprises a concrete block body, a bottom reinforcing bar is arranged below the concrete block body, a plurality of vertical reinforcing bars are arranged in the middle of the concrete block body, and the tops of the vertical reinforcing bars are connected with the bottom of the middle rod body. The balance weight base is adopted as a foundation, the stability of the overall structure is guaranteed, then the upper portion supports the corridor through the middle rod body and the transverse supporting plate, in order to guarantee the stability of the balance weight base, vertical reinforcing bars are arranged to complete safe assembly of the balance weight base, and stable connection of the middle rod body is completed; the overall structure is high in stability and low in manufacturing cost.

Description

Technical Field

[0001] The present application relates to a corridor column structure. Background Art

[0002] In public buildings, in order to facilitate people to move from one building to another, it is sometimes necessary to set up corridors between buildings to connect the buildings. Nowadays, most corridors are made of steel structures, which can reduce the cost and improve the processing efficiency. However, the problems of this structure are also obvious. It is easy to loosen during use and the structural stability is poor. On the other hand, the existing supporting column structure is complex, so the overall cost is high and the construction efficiency is low. Therefore, it is necessary to improve the structure of the corridor column. Utility Model Content

[0003] In order to solve the above problems, the present application proposes a corridor column structure, including a base plate, a counterweight base is arranged on the base plate, an intermediate rod body is arranged on the counterweight base, and a horizontal support plate is arranged on the upper part of the intermediate rod body; the counterweight base includes a concrete block, a bottom reinforcement is arranged below the concrete block, and a plurality of vertical reinforcements are arranged in the middle of the concrete block, and the top of the vertical reinforcement is connected to the bottom of the intermediate rod body. The present application adopts the counterweight base as the foundation to ensure the stability of the overall structure, and then the upper part supports the corridor through the intermediate rod body and the horizontal support plate. In order to ensure the stability of the counterweight base, the safe assembly of the counterweight base is completed by arranging vertical reinforcements, and the stable connection of the middle rod body is completed. The overall structure has high stability and low cost.

[0004] Preferably, a top steel plate is arranged on the upper part of the concrete block, the vertical reinforcement is arranged through the top steel plate, a locking nut is arranged on the top of the vertical reinforcement, and the locking nut is buried in the middle rod body; a transverse bent rod is arranged at the bottom of the vertical reinforcement.

[0005] Preferably, the intermediate rod body comprises a rectangular central steel plate, an outer reinforcing rod arranged in a circumferential direction is arranged on the outer side of the rectangular central steel plate, an outer reinforcing steel wire mesh is arranged on the outer side of the outer reinforcing rod, an inner concrete layer is arranged inside the rectangular central steel plate, and outer concrete layers are arranged on both sides of the outer reinforcing steel wire mesh. The intermediate rod body of the present application adopts a composite structure, including a rectangular central steel plate and an inner concrete layer and an outer concrete layer inside, which ensures the stability of the overall structure. The construction speed of this structure is fast and the stability of the overall structure is good.

[0006] Preferably, the outer reinforcing rod comprises a sub-rod, a boss is arranged at the end of the sub-rod, a vertical connecting rod is arranged vertically on the boss, and the vertical connecting rod fixes the bosses located in the same vertical direction.

[0007] Preferably, one end of the sub-rod away from the protrusion is fixedly connected to the outer side of the rectangular center steel plate.

[0008] Preferably, the top of the outer reinforcement wire mesh is densely arranged, and a hook is arranged on the top of the vertical connecting rod, and the hook is welded to the top of the outer reinforcement wire mesh. By arranging the outer reinforcement wire mesh, the reliability of the outer concrete layer can be further enhanced, so that the middle rod body can be integrated with the counterweight base.

[0009] Preferably, the transverse support plate includes a transverse rectangular plate, a transverse concrete layer is arranged inside the transverse rectangular plate, the side of the transverse concrete layer is integrated with the inner concrete layer, an upper support seat is arranged on the upper part of the transverse rectangular plate, and a fixed hinged seat is arranged on the upper support seat.

[0010] Preferably, an outer auxiliary positioning annular plate is provided at a position on the upper part of the outer concrete layer corresponding to the transverse support plate.

[0011] This application can bring the following beneficial effects:

[0012] 1. This application adopts a counterweight base as the foundation to ensure the stability of the overall structure, and then the upper part supports the corridor through the middle rod and the horizontal support plate. In order to ensure the stability of the counterweight base, the counterweight base is safely assembled by setting vertical reinforcement, and the middle rod is stably connected. The overall structure has high stability and low cost.

[0013] 2. The middle rod body of the present application adopts a composite structure, including a rectangular central steel plate and an inner concrete layer and an outer concrete layer inside, which ensures the stability of the overall structure. The construction speed of this structure is fast and the stability of the overall structure is good.

[0014] 3. The present application can further enhance the reliability of the outer concrete layer by providing an external reinforcing steel wire mesh, so that the middle rod body can be integrated with the counterweight base. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The drawings described herein are used to provide a further understanding of the present application and constitute a part of the present application. The illustrative embodiments of the present application and their descriptions are used to explain the present application and do not constitute an improper limitation on the present application. In the drawings:

[0016] Figure 1 This is a schematic diagram of the structure of this application;

[0017] Figure 2 A schematic diagram of the structure used in this application;

[0018] Figure 3 It is a schematic diagram of the cross-sectional structure of the middle rod body. DETAILED DESCRIPTION

[0019] In order to clearly illustrate the technical features of the present solution, the present application is described in detail below through specific implementation methods and in conjunction with the accompanying drawings.

[0020] In the first embodiment, if Figure 1-2 As shown, a corridor column structure includes a base plate 1, a counterweight base 2 is arranged on the base plate 1, an intermediate rod body 3 is arranged on the counterweight base 2, and a horizontal support plate 4 is arranged on the upper part of the intermediate rod body 3; the counterweight base 2 includes a concrete block 5, a bottom reinforcement 6 is arranged below the concrete block 5, and a plurality of vertical reinforcements 7 are arranged in the middle of the concrete block 5, and the top of the vertical reinforcement 7 is connected to the bottom of the intermediate rod body 3.

[0021] During assembly, the base plate 1 is set under the ground, and then the counterweight base 2 is set thereon, vertical reinforcement 7 is set inside the counterweight base 2 to increase the strength, and then the intermediate rod body 3 is set thereon, and a transverse support plate 4 is set between two relatively arranged intermediate rod bodies 3, and the top of the intermediate rod body 3 and the top of the transverse support plate 4 are used to support the corridor.

[0022] In the second embodiment, if Figure 1-3As shown, the present application discloses a corridor column structure, including a base plate 1, a counterweight base 2 is arranged on the base plate 1, an intermediate rod body 3 is arranged on the counterweight base 2, and a transverse support plate 4 is arranged on the upper part of the intermediate rod body 3; the counterweight base 2 includes a concrete block 5, a bottom reinforcement 6 is arranged below the concrete block 5, and a plurality of vertical reinforcements 7 are arranged in the middle of the concrete block 5, and the top of the vertical reinforcement 7 is connected to the bottom of the intermediate rod body 3. A top steel plate 8 is arranged on the upper part of the concrete block 5, and the vertical reinforcement 7 is arranged through the top steel plate 8, and a locking nut 9 is arranged on the top of the vertical reinforcement 7, and the locking nut 9 is buried in the intermediate rod body 3; a transverse bent rod 10 is arranged at the bottom of the vertical reinforcement 7. The intermediate rod body 3 includes a rectangular central steel plate 11, an outer reinforcing rod 12 is arranged circumferentially on the outer side of the rectangular central steel plate 11, an outer reinforcing steel wire mesh 13 is arranged on the outer side of the outer reinforcing rod 12, an inner concrete layer 15 is arranged inside the rectangular central steel plate 11, and outer concrete layers 14 are arranged on both sides of the outer reinforcing steel wire mesh 13. The outer reinforcing rod 12 includes a sub-rod 16, a convex head 17 is arranged at the end of the sub-rod 16, and a vertical connecting rod 18 is arranged vertically on the convex head 17, and the vertical connecting rod 18 is fixedly connected to the convex head 17 located in the same vertical direction. The end of the sub-rod 16 away from the convex head 17 is fixedly connected to the outer side of the rectangular central steel plate 11. The top of the outer reinforcing steel wire mesh 13 is densely arranged, and a hanging hook 19 is arranged on the top of the vertical connecting rod 18, and the hanging hook 19 is welded to the top of the outer reinforcing steel wire mesh 13. The transverse support plate 4 includes a transverse rectangular plate 20, a transverse concrete layer 21 is arranged inside the transverse rectangular plate 20, and the side of the transverse concrete layer 21 is integrated with the inner concrete layer 15, an upper support seat 22 is arranged on the upper part of the transverse rectangular plate 20, and a fixed hinge seat 23 is arranged on the upper support seat 22. An outer auxiliary positioning annular plate 24 is arranged at the position corresponding to the transverse support plate 4 on the upper part of the outer concrete layer 14.

[0023] During assembly, the foundation plate 1 is set under the ground, and then the counterweight base 2 is set thereon. Specifically, the vertical reinforcement 7 is set first, and then concrete is poured to form a concrete block 5, and then a formwork is set, and a rectangular central steel plate 11 and an external reinforcement rod 12 and an external reinforcement wire mesh 13 are set on the upper part, and then concrete is poured to obtain an outer concrete layer 14 and an inner concrete layer 15 to form an intermediate rod body 3, and then a transverse support plate 4 is set between the two relatively arranged intermediate rod bodies 3, and the top of the intermediate rod body 3 and the top of the transverse support plate 4 are used to support the corridor.

[0024] The above are only embodiments of the present application and are not intended to limit the present application. For those skilled in the art, the present application may have various changes and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included within the scope of the claims of the present application.

Claims

1. A corridor column structure, characterized in that: It includes a base plate, a counterweight base is arranged on the base plate, an intermediate rod body is arranged on the counterweight base, and a horizontal support plate is arranged on the upper part of the intermediate rod body; the counterweight base includes a concrete block, a bottom reinforcement is arranged below the concrete block, and a plurality of vertical reinforcements are arranged in the middle of the concrete block, and the top of the vertical reinforcement is connected to the bottom of the intermediate rod body.

2. The corridor column structure according to claim 1, characterized in that: A top steel plate is arranged on the upper part of the concrete block, the vertical reinforcement passes through the top steel plate, a locking nut is arranged on the top of the vertical reinforcement, and the locking nut is buried in the middle rod body; a transverse bent rod is arranged at the bottom of the vertical reinforcement.

3. The corridor column structure according to claim 2, characterized in that: The intermediate rod body includes a rectangular central steel plate, an outer reinforcing rod arranged circumferentially on the outer side of the rectangular central steel plate, an outer reinforcing steel wire mesh arranged on the outer side of the outer reinforcing rod, an inner concrete layer arranged in the rectangular central steel plate, and outer concrete layers arranged on both sides of the outer reinforcing steel wire mesh.

4. The corridor column structure according to claim 3 is characterized in that: The outer reinforcing rod comprises a sub-rod, a convex head is arranged at the end of the sub-rod, and a vertical connecting rod arranged vertically is arranged on the convex head, and the vertical connecting rod fixes the convex heads located in the same vertical direction.

5. The corridor column structure according to claim 4, characterized in that: One end of the sub-rod away from the protruding head is fixedly connected to the outer side of the rectangular central steel plate.

6. The corridor column structure according to claim 4, characterized in that: The top of the outer reinforced steel wire mesh is densely arranged, and the top of the vertical connecting rod is provided with a hanging hook, and the hanging hook is welded to the top of the outer reinforced steel wire mesh.

7. The corridor column structure according to claim 3 is characterized in that: The transverse support plate includes a transverse rectangular plate, a transverse concrete layer is arranged inside the transverse rectangular plate, the side of the transverse concrete layer is integrated with the inner concrete layer, an upper support seat is arranged on the upper part of the transverse rectangular plate, and a fixed hinge seat is arranged on the upper support seat.

8. The corridor column structure according to claim 2, characterized in that: An outer auxiliary positioning annular plate is arranged at a position on the upper part of the outer concrete layer corresponding to the transverse supporting plate.

Images