Honeycomb steel tube grid reinforced concrete wall panel

Abstract

The utility model discloses a kind of honeycomb steel pipe grid reinforced concrete wallboard, including two horizontal frames: multiple cross connectors are provided between two the horizontal frames, four ends of the cross connector are provided with honeycomb steel pipe, two the horizontal frames between both sides are provided with longitudinal frame, four ends of the cross connector are fixedly connected with inner bolster head, the honeycomb steel pipe is sleeved in the surface of inner bolster head, the surface of inner bolster head is provided with clamping assembly, the one end of honeycomb steel pipe close to cross connector is provided with two arc clamping slots. The utility model is used in cooperation with inner bolster head and cross connector, multiple honeycomb steel pipes are assembled and fixed, and under the cooperation of horizontal frame and longitudinal frame, stable wall frame is formed, finally, concrete is calibrated in frame, internal support component is filled and buried, which can achieve the purpose of filling compact and high overall support strength.

Description

Technical Field

[0001] This utility model belongs to the field of concrete wall panel technology, and in particular relates to a honeycomb steel pipe mesh reinforced concrete wall panel. Background Technology

[0002] In construction engineering, concrete wall panels are a widely used structural component. The main materials consist of cement, aggregates, and some admixtures and additives. Some concrete wall panels have relatively simple internal structures and lack effective reinforcement systems. Under heavy loads, they are prone to cracking and deformation, failing to meet the strength requirements of large and high-rise buildings. Furthermore, defects such as voids and honeycombing can easily occur inside the wall panels, resulting in loose concrete filling and reduced integrity and durability. Therefore, a honeycomb steel tube mesh reinforced concrete wall panel is needed. Through the cooperation of internal supports and cross connectors, a stable assembly of multiple honeycomb steel tubes is achieved, forming an orderly mesh structure that provides strong internal support for the wall. Utility Model Content

[0003] The purpose of this utility model is to provide a honeycomb steel pipe mesh reinforced concrete wall panel. Through the cooperation of the inner support head and the cross connector, a stable assembly between multiple honeycomb steel pipes is achieved, forming an orderly mesh structure, which provides strong internal support for the wall and solves the above-mentioned technical problems.

[0004] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A honeycomb steel pipe mesh reinforced concrete wall panel includes two horizontal frames: a plurality of cross connectors are provided between the two horizontal frames, and honeycomb steel pipes are provided at all four ends of the cross connectors. Longitudinal frames are provided on both sides between the two horizontal frames. Inner support heads are fixedly connected to all four ends of the cross connectors. The honeycomb steel pipes are sleeved on the surface of the inner support heads. A clamping assembly is provided on the surface of the inner support heads. The clamping assembly includes two clamping plates sleeved on the surface of the inner support heads. The two clamping plates are simultaneously sleeved on the surface of the honeycomb steel pipes. A concrete layer is poured between the horizontal frames and the longitudinal frames.

[0005] Preferably, the front and rear sides of the inner support head are welded with limit posts, the clamping plate is slidably connected to the surface of the limit posts, and the surface of the clamping plate is provided with limit holes that are adapted to the limit posts.

[0006] Preferably, the honeycomb steel pipe has two arc-shaped slots at one end near the cross connector, and the arc-shaped slots engage with the surface of the limiting post.

[0007] Preferably, an operating handle is provided at the top and bottom between the two clamping plates, and threaded posts are welded to the front and rear ends of the operating handles, with the clamping plates threaded onto the surface of the threaded posts.

[0008] Preferably, the surface of the cross connector has multiple grouting holes.

[0009] Preferably, the transverse frame and the longitudinal frame are integrally formed with positioning heads on the side near the honeycomb steel tube, and the positioning heads are engaged in the inner cavity of the honeycomb steel tube.

[0010] The beneficial effects of this utility model are: 1. This utility model uses the combination of internal support head and cross connector to assemble and fix multiple honeycomb steel pipes. At the same time, with the cooperation of horizontal and vertical frames, a stable wall frame is formed. Finally, the concrete is aligned in the frame and the internal support components are filled and buried, so as to achieve the purpose of tight filling and high overall support strength. 2. This utility model, through the setting of the clamping component, wherein the cooperation of the operating handle and the threaded column plays a threaded pushing role on the clamping plate, so that the two adjacent clamping plates can move towards each other. At the same time, with the cooperation of the clamping plates, the honeycomb steel pipe is clamped and fixed, so that the honeycomb steel pipe is stably sleeved on the surface of the inner support head, ensuring the stable connection between the cross connector and the honeycomb steel pipe, and avoiding the phenomenon of the cross connector and the honeycomb steel pipe detaching during the subsequent concrete pouring process. Attached Figure Description

[0011] in: Figure 1 This is a front cross-sectional view of one embodiment of the present invention; Figure 2 This is an exploded perspective view of one embodiment of the present invention; Figure 3 This is an exploded perspective view of a cross connector, honeycomb steel pipe, and clamping assembly according to an embodiment of the present invention. Figure 4 This is one embodiment of the present utility model. Figure 3 A magnified view of point A in the middle.

[0012] The attached diagram lists the components represented by each number as follows: 1. Horizontal frame, 2. Cross connector, 3. Honeycomb steel pipe, 4. Longitudinal frame, 5. Inner support head, 6. Clamping assembly, 61. Clamping plate, 62. Limiting post, 63. Limiting hole, 64. Operating handle, 65. Threaded post, 7. Arc-shaped groove, 8. Grouting hole, 9. Positioning head. Detailed Implementation

[0013] In the following description, embodiments of the honeycomb steel tube mesh reinforced concrete wall panel of this utility model will be described with reference to the accompanying drawings.

[0014] Figure 1-4This invention illustrates a honeycomb steel tube mesh reinforced concrete wall panel according to an embodiment of the present invention. It includes two transverse frames 1; multiple cross connectors 2 are arranged between the two transverse frames 1, with honeycomb steel tubes 3 at each of the four ends of the cross connectors 2; longitudinal frames 4 are arranged on both sides between the two transverse frames 1; inner supports 5 are fixedly connected to each of the four ends of the cross connectors 2; the honeycomb steel tubes 3 are fitted onto the surface of the inner supports 5; clamping components 6 are provided on the surface of the inner supports 5; two arc-shaped slots 7 are formed at the end of the honeycomb steel tubes 3 near the cross connectors 2, and the arc-shaped slots 7 engage with the surface of limiting posts 62; a concrete layer is poured between the transverse frames 1 and the longitudinal frames 4; the clamping components 6 include two clamping plates 61 fitted onto the surface of the inner supports 5, with both clamping plates 61 simultaneously fitted onto the surface of the honeycomb steel tubes 3; limiting posts 62 are welded to the front and rear sides of the inner supports 5; the clamping plates 61 are slidably connected to the surface of the limiting posts 62; and the surface of the clamping plates 61 has openings that interact with the limiting posts 62. The positioning hole 63 is adapted to the positioning post 62. The top and bottom of the two clamping plates 61 are provided with operating handles 64. The front and rear ends of the operating handles 64 are welded with threaded posts 65. The clamping plates 61 are threadedly connected to the surface of the threaded posts 65. Through the setting of the clamping assembly 6, the operating handles 64 and the threaded posts 65 work together to push the clamping plates 61, so that the two adjacent clamping plates 61 can move towards each other. At the same time, with the cooperation of the clamping plates 61, the honeycomb steel pipe 3 is clamped and fixed, so that the honeycomb steel pipe 3 is stably sleeved on the surface of the inner support head 5, ensuring the stable connection between the cross connector 2 and the honeycomb steel pipe 3, and avoiding the phenomenon of the cross connector 2 and the honeycomb steel pipe 3 separating during the subsequent concrete pouring process. The surface of the cross connector 2 is provided with multiple grouting holes 8. The transverse frame 1 and the longitudinal frame 4 are stamped and integrally formed with positioning heads 9 on the side near the honeycomb steel pipe 3. The positioning heads 9 are engaged in the inner cavity of the honeycomb steel pipe 3.

[0015] Working Principle: When using this invention, the user first inserts the honeycomb steel pipe 3 onto the surface of the inner support head 5, simultaneously positioning the honeycomb steel pipe 3 between the two clamping plates 61, causing the arc-shaped groove 7 to engage with the inner cavity of the limiting post 62. Then, the user simultaneously rotates the two adjacent operating handles 64. During rotation, the operating handles 64 drive the two threaded posts 65 to rotate simultaneously. The threaded posts 65, through their surface threads, cause the two clamping plates 61 to move in opposite directions, clamping and fixing the surface of the honeycomb steel pipe 3, thus stably inserting the honeycomb steel pipe 3 into the inner support head. On the surface of 5, according to the above assembly method, the cross connector 2 and the honeycomb steel pipe 3 are arranged in a grid shape. Then, the user splices the transverse frame 1 and the longitudinal frame 4 facing each other, and at the same time, the positioning head 9 is inserted into the inner cavity of the honeycomb steel pipe 3 at the corresponding position. The connection position of the transverse frame 1 and the longitudinal frame 4 is welded and fixed. Then, the user pours concrete into the frame formed by the transverse frame 1 and the longitudinal frame 4, so that the concrete enters the inner cavity of the honeycomb steel pipe 3 and the cross connector 2 from the surface pores of the honeycomb steel pipe 3 and the grouting hole 8 respectively. After the concrete solidifies, it is ready.

[0016] In summary, this honeycomb steel pipe mesh reinforced concrete wall panel, through the combined use of the inner support head 5 and the cross connector 2, assembles and fixes multiple honeycomb steel pipes 3 together. At the same time, with the combined use of the transverse frame 1 and the longitudinal frame 4, a stable wall frame is formed. Finally, the concrete is aligned within the frame to fill and bury the internal support components, thereby achieving the purpose of tight filling and high overall support strength.

Claims

1. A honeycomb steel pipe mesh reinforced concrete wall panel, characterized in that, It includes two transverse frames (1): multiple cross connectors (2) are provided between the two transverse frames (1), and honeycomb steel pipes (3) are provided at all four ends of the cross connectors (2). Longitudinal frames (4) are provided on both sides between the two transverse frames (1). Inner support heads (5) are fixedly connected to all four ends of the cross connectors (2). The honeycomb steel pipes (3) are sleeved on the surface of the inner support heads (5). A clamping assembly (6) is provided on the surface of the inner support heads (5). The clamping assembly (6) includes two clamping plates (61) sleeved on the surface of the inner support heads (5). The two clamping plates (61) are simultaneously sleeved on the surface of the honeycomb steel pipes (3). A concrete layer is poured between the transverse frames (1) and the longitudinal frames (4).

2. The honeycomb steel tube mesh reinforced concrete wall panel according to claim 1, characterized in that, Limiting posts (62) are welded to both the front and rear sides of the inner support head (5). The clamping plate (61) is slidably connected to the surface of the limiting post (62). The surface of the clamping plate (61) is provided with limiting holes (63) that are compatible with the limiting post (62).

3. The honeycomb steel tube mesh reinforced concrete wall panel according to claim 2, characterized in that, Two arc-shaped slots (7) are provided at one end of the honeycomb steel pipe (3) near the cross connector (2), and the arc-shaped slots (7) are engaged with the surface of the limiting post (62).

4. The honeycomb steel tube mesh reinforced concrete wall panel according to claim 3, characterized in that, An operating handle (64) is provided at the top and bottom between the two clamping plates (61). Threaded posts (65) are welded to the front and rear ends of the operating handle (64). The clamping plates (61) are threadedly connected to the surface of the threaded posts (65).

5. The honeycomb steel tube mesh reinforced concrete wall panel according to claim 4, characterized in that, The surface of the cross connector (2) is provided with multiple grouting holes (8).

6. The honeycomb steel tube mesh reinforced concrete wall panel according to claim 5, characterized in that, The transverse frame (1) and the longitudinal frame (4) are integrally formed with positioning heads (9) on the side close to the honeycomb steel tube (3), and the positioning heads (9) are engaged in the inner cavity of the honeycomb steel tube (3).

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