Wave retaining wall truss structure

Abstract

The utility model belongs to the technical field of wave -retaining wall, disclose a kind of wave -retaining wall truss structure, including truss body, support piece and connecting assembly, the truss body is used for the support of wave -retaining wall truss structure, the support piece is inserted in truss body, as the support of truss body, the connecting assembly includes screw piece, connecting piece, high-strength lifting ring and circular platform nut, the screw piece is connected in truss body, the connecting piece is connected in screw piece, the high-strength lifting ring is movably set in the connecting piece, the circular platform nut is set in the high-strength lifting ring, the screw piece is located at the position of the inner side of truss body, can effectively lock truss structure firmly on wave -retaining wall pouring formwork, can continuously exert extrusion force to pouring formwork, prevent the expansion or deformation problem of pouring formwork in pouring process, to ensure the pouring quality of wave -retaining wall, to ensure the working effect of wave -retaining wall further.

Description

Technical Field

[0001] This utility model belongs to the technical field of wave-breaking walls, and in particular relates to a wave-breaking wall truss structure. Background Technology

[0002] In coastal protection engineering, traditional wave-breaking walls are typically vertical or upright. While they perform well in resisting daily wave impacts, their resistance to complex sea conditions such as storms or tsunamis is limited. To address this issue, an L-shaped concrete wave-breaking wall has been developed in recent years. This unique L-shaped structural design significantly enhances the wave-breaking wall's resistance, while also providing effective protection within a more compact space, effectively reducing the impact of waves on the masonry structure.

[0003] The existing wave-breaking walls are mainly constructed using formwork. This method allows the concrete to solidify in the correct shape and size. However, the formwork currently used has certain defects, lacking an effective truss structure. This can lead to bulging or deformation of the formwork during the pouring process, which seriously affects the quality of the wave-breaking wall and consequently its working effect. Utility Model Content

[0004] This utility model addresses the problem that existing wave-breaking walls are mainly constructed using formwork. While this method ensures concrete solidifies in the correct shape and size, the current formwork has certain defects, lacking an effective truss structure. This leads to potential bulging or deformation of the formwork during the pouring process, severely affecting the quality of the wave-breaking wall and consequently its performance. The following technical solution is proposed:

[0005] A wave-breaking wall truss structure includes:

[0006] Truss body, used to support the wave-breaking wall truss structure;

[0007] Support members are inserted into the truss body to serve as support for the truss body;

[0008] A connecting assembly includes a threaded component, a connector, a high-strength lifting ring, and a frustum nut. The threaded component is connected to the truss body, the connector is connected to the threaded component, the high-strength lifting ring is movably disposed on the connector, and the frustum nut is disposed on the high-strength lifting ring. The threaded component is located inside the truss body, and the connector drives the truss body to move horizontally through the threaded component.

[0009] Preferably, the frustum nut is provided with a climbing cone rivet, the climbing cone rivet is connected to the frustum nut, and the center of the frustum nut and the center of the climbing cone rivet are on the same horizontal line.

[0010] Preferably, the connector is provided with a pin, and the high-strength lifting ring is movably disposed on the pin, with the high-strength lifting ring and the pin being configured in a one-to-one correspondence.

[0011] Preferably, multiple support members are evenly spaced on the truss body, and the support members are correspondingly arranged with respect to the truss body.

[0012] Preferably, multiple threaded components are evenly spaced on the truss body, and the connecting components are arranged in a one-to-one correspondence with the threaded components.

[0013] Preferably, the center of the connector and the center of the climbing cone rivet are on the same horizontal line.

[0014] The beneficial effects of this utility model are as follows:

[0015] It can effectively lock the truss structure firmly onto the wave-breaking wall casting formwork, and can continuously apply compressive force to the casting formwork to prevent bulging or deformation during the casting process, thereby ensuring the casting quality of the wave-breaking wall and thus guaranteeing the working effect of the wave-breaking wall. Attached Figure Description

[0016] Figure 1 The diagram shown is a structural schematic of a wave-breaking wall truss structure;

[0017] Figure 2 What is shown is Figure 1 Schematic diagram of the installation structure in area A;

[0018] Figure 3 The diagram shows the installation structure of the truss body;

[0019] Figure 4 What is shown is Figure 3 Schematic diagram of the installation structure in area B;

[0020] Figure 5 The diagram shows the installation structure of a high-strength lifting ring;

[0021] In the diagram: 1. Truss body; 2. Support component; 3. Threaded component; 4. Connector; 5. High-strength lifting ring; 6. Frustum nut; 7. Climbing cone tie rod; 8. Pin. Detailed Implementation

[0022] To make the objectives, technical solutions, and advantages of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below in conjunction with the embodiments.

[0023] Example 1

[0024] This utility model provides a wave-breaking wall truss structure, such as Figures 1 to 5 As shown, the structure includes: a truss body 1, support members 2, and connecting components. The truss body 1 is used to support the wave-breaking wall truss structure and is rectangular in shape. Multiple support members 2 are inserted into the truss body 1 and are located at the corners of the truss body 1. The support members 2 can be precision-rolled threaded steel bars. The connecting components include threaded parts 3, connectors 4, high-strength lifting rings 5, and frustum nuts 6. The threaded parts 3 can be precision-rolled threaded steel bars and are connected to the truss body 1. The connectors 4 are connected to the threaded parts 3 and can be connecting plates. The high-strength lifting rings 5 ​​are movably mounted on the connectors 4, and the frustum nuts 6 are mounted on the high-strength lifting rings 5. The threaded parts 3 are located inside the truss body 1, and the connectors 4 are connected via the threaded parts 3. The moving truss body 1 moves horizontally. A climbing cone tie rod 7 is provided on the frustum nut 6. The frustum nut 6 and the climbing cone tie rod 7 are embedded in the already poured concrete. The concrete is located on the wave-breaking wall casting formwork. The climbing cone tie rod 7 is connected to the frustum nut 6. The center of the frustum nut 6 and the center of the climbing cone tie rod 7 are on the same horizontal line. Multiple threaded parts 3 are evenly spaced on the truss body 1. Connecting parts 4 are provided one-to-one with the threaded parts 3. The center of the connecting parts 4 and the center of the climbing cone tie rod 7 are on the same horizontal line. Multiple supporting parts 2 are evenly spaced on the truss body 1. The supporting parts 2 are provided one-to-one with the truss body 1. A pin 8 is provided on the connecting part 4. A high-strength lifting ring 5 is movably set on the pin 8. The high-strength lifting ring 5 and the pin 8 are provided one-to-one.

[0025] By using connecting components, the truss structure can be effectively and firmly locked onto the wave-breaking wall casting formwork. This allows for continuous pressure to be applied to the casting formwork, preventing bulging or deformation during the casting process. This ensures the casting quality of the wave-breaking wall and, consequently, its working effect.

[0026] In use, the truss body 1 is first placed on the outer surface of the wave-breaking wall casting template. Since multiple frustum nuts 6 and multiple climbing cone tie rods 7 are pre-embedded in the already poured concrete, multiple high-strength lifting rings 5 ​​are then fixedly installed on the multiple frustum nuts 6. Next, one end of the connector 4 corresponding to each high-strength lifting ring 5 is connected to the inside of the truss body 1 through the threaded part 3. Then, the other end of the connector 4 is movably connected to the high-strength lifting ring 5 through the pin 8. Then, by tightening the threaded part 3, a horizontal tension is generated. This tension is finally transmitted to the climbing cone tie rods 7 through the connector 4, pin 8, high-strength lifting ring 5 and frustum nuts 6. This tension keeps the truss body 1 in contact with the wave-breaking wall casting template, thereby firmly tightening the wave-breaking wall casting template. In addition, since multiple support members 2 (precision rolled threaded steel) are fixedly installed inside the truss body 1, the deformation resistance of the truss body 1 can be enhanced.

[0027] Specifically, the truss body 1 has multiple support members 2 fixedly connected inside, and multiple threaded members 3 fixedly connected inside. One end of the threaded member 3 is connected to a connector 4 by thread. One end of the connector 4 is provided with a pin 8. A high-strength lifting ring 5 is movably connected to the outer surface of the pin 8. A frustum nut 6 is fixedly connected to one end of the high-strength lifting ring 5. A wall-climbing tapered tie 7 is fixedly connected to one end of the frustum nut 6.

[0028] Working principle: In actual use, the truss body 1 is first placed on the outer surface of the wave-breaking wall casting template. Since multiple frustum nuts 6 and multiple climbing cone tie rods 7 are pre-embedded in the already poured concrete, multiple high-strength lifting rings 5 ​​are then fixedly installed on the frustum nuts 6. Next, one end of the connector 4 corresponding to each high-strength lifting ring 5 is connected to the inside of the truss body 1 via a threaded part 3. Then, the other end of the connector 4 is movably connected to the high-strength lifting ring 5 via a pin 8. Finally, by tightening the threaded part 3, a horizontal tensile force is generated. This tensile force is transmitted through the connector 4, pin 8, and... The high-strength lifting ring 5 and the frustum nut 6 are ultimately transferred to the climbing cone tie rod 7. This tension keeps the truss body 1 in contact with the wave-breaking wall casting template, thus firmly tightening the wave-breaking wall casting template. Furthermore, since multiple support members 2 (precision rolled threaded steel bars) are fixedly installed inside the truss body 1, the deformation resistance of the truss body 1 can be enhanced. This effectively locks the truss structure firmly onto the wave-breaking wall casting template and continuously applies compressive force to the casting template, preventing bulging or deformation of the casting template during the casting process. This ensures the casting quality of the wave-breaking wall and, consequently, the working effect of the wave-breaking wall.

[0029] The above embodiments are only used to illustrate the technical solution of this utility model, and are not intended to limit it.

Claims

1. A wave-breaking wall truss structure, characterized in that, include: Truss body (1), used to support the wave-breaking wall truss structure; Support member (2) is inserted into the truss body (1) to serve as support for the truss body (1); The connecting assembly includes a threaded part (3), a connector (4), a high-strength lifting ring (5), and a frustum nut (6). The threaded part (3) is connected to the truss body (1), the connector (4) is connected to the threaded part (3), the high-strength lifting ring (5) is movably disposed on the connector (4), and the frustum nut (6) is disposed on the high-strength lifting ring (5). The threaded part (3) is located inside the truss body (1), and the connector (4) drives the truss body (1) to move horizontally through the threaded part (3).

2. A wave wall truss structure according to claim 1, characterised in that: The frustum nut (6) is provided with a climbing cone rivet (7), which is connected to the frustum nut (6). The center of the frustum nut (6) and the center of the climbing cone rivet (7) are on the same horizontal line.

3. A wave wall truss structure according to claim 1, wherein: The connector (4) is provided with a pin (8), and the high-strength lifting ring (5) is movably disposed on the pin (8). The high-strength lifting ring (5) and the pin (8) are respectively configured to correspond one-to-one.

4. A wave wall truss structure according to claim 1, wherein: The support member (2) is evenly spaced on the truss body (1), and the support member (2) is correspondingly arranged with the truss body (1).

5. A wave wall truss structure according to claim 1, wherein: The threaded parts (3) are evenly spaced on the truss body (1), and the connecting parts (4) are arranged in a one-to-one correspondence with the threaded parts (3).

6. A wave wall truss structure according to claim 2, wherein: The center of the connector (4) and the center of the climbing cone rivet (7) are on the same horizontal line.

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