Auxiliary bridge tower vertical rotation device
By designing a vertical rotary device for auxiliary bridge towers, using the articulated structure and driving parts of the pressing and pulling parts, the safety risks and cumbersome operation of high altitude operations in the existing bridge tower installation solution are solved, and the stable rotation and cost reduction of the bridge towers are achieved.
Patent Information
- Application Number
- CN202421453999.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-25
- Publication Date
- 2025-05-16
- Estimated Expiration
- 2034-06-25
AI Technical Summary
In the existing bridge tower installation plan, high-altitude lifting joints pose safety risks, making it difficult to ensure linear accuracy and welding quality, and the operation is cumbersome and costly.
A vertical rotary device for auxiliary bridge tower is designed, including a base, a pressing part and a pulling part, and the pressing part is driven to rotate through a driving member to form a stable triangular structure to simplify the rotation operation of the bridge tower.
The device does not require auxiliary equipment to lift the bridge tower, simplifies operation, reduces construction costs, and improves the stability of the vertical rotor of the bridge tower.
Smart Images

Figure CN222878548U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of bridge construction, in particular to a bridge construction device, and specifically to an auxiliary bridge tower vertical rotation device. Background Art
[0002] With the development of my country's economy, more and more long-span bridges need to be built, and the structural forms of bridges are becoming more and more novel. The steel tower of the cable-stayed bridge without backstay includes the bridge foundation and the steel tower. The bridge foundation and the steel tower are processed separately. After the bridge foundation is built on the river surface, the processed steel tower is hoisted onto the bridge foundation, and then the steel tower is processed and fixed.
[0003] In the prior art, commonly used installation schemes for steel towers include an in-situ vertical hanging and splicing scheme and a vertical rotation scheme. The in-situ vertical hanging and splicing scheme requires high-altitude hoisting and splicing. High-altitude and three-dimensional operations have greater safety risks. It is difficult to ensure the linear accuracy of the steel arch tower, which has an adverse effect on the appearance of the steel arch tower. In addition, the on-site welding quality between the steel tower segments is difficult to control. If the weld quality does not meet the design and specification requirements, it will have an adverse effect on the structural strength and stiffness of the steel tower.
[0004] In the vertical rotation scheme, the bridge tower is moved to the installation position of the bridge foundation, and the bridge tower is placed horizontally on the bridge foundation. The bridge tower is pulled to a preset angle by a vertical rotation cylinder, and then the bridge tower is fixed. Before the vertical rotation cylinder pulls up the bridge tower, it is necessary to use auxiliary equipment to lift the bridge tower so that there is a certain force angle between the bridge tower and the bridge foundation, which is convenient for the vertical rotation cylinder to pull up the bridge tower. In the prior art, the operation of installing the bridge tower using the vertical rotation scheme is cumbersome and the construction cost is high. Utility Model Content
[0005] In view of the defects and shortcomings of the prior art, the utility model provides an auxiliary bridge tower vertical rotation device.
[0006] An auxiliary bridge tower vertical rotation device comprises a base, a pressing part and a pulling part, wherein one end of the pressing part is hinged to the base, and the other end of the pressing part is hinged to one end of the pulling part; the pulling part is a flexible structure, and the pressing part is a rigid structure.
[0007] Preferably, a driving member is further included, and the driving member is used to drive the pressing part to rotate.
[0008] Preferably, the driving member comprises a winch, and a moving end of the winch is connected to a hinge point between the pressing portion and the pulling portion.
[0009] Preferably, the pressing portion and the pulling portion may be provided in multiple groups.
[0010] Preferably, it also includes a reinforcing member 1, and the plurality of pressing parts are fixedly connected via the reinforcing member 1.
[0011] Preferably, the reinforcement member 1 is provided in plurality, and the plurality of reinforcement members 1 are arranged at intervals along the length direction of the pressing portion.
[0012] Preferably, it also includes a second reinforcement member, which is arranged obliquely, and the second reinforcement member, the pressing portion and the first reinforcement member form a triangular structure, and the two ends of the second reinforcement member are respectively fixedly connected to the two pressing portions.
[0013] Preferably, the second reinforcement member can be provided in plurality.
[0014] Preferably, a connecting end of the pressing portion and the pulling portion is fixedly connected with a hanging ear, and the pulling portion is connected to the pressing portion through the hanging ear.
[0015] Compared with the prior art, the utility model has the following obvious beneficial effects:
[0016] (1) By setting the pressing part and the pulling part, when driving the bridge tower to rotate, the pressing part and the pulling part are installed on the bridge tower, and then force is applied to the hinge point of the pressing part and the pulling part, so that the pressing part, the pulling part and the bridge tower form a stable triangular structure, which can drive the bridge tower to rotate. No auxiliary equipment is needed to lift the bridge tower, which simplifies the operation and reduces the construction cost.
[0017] (2) Reinforcement member 1 and reinforcement member 2 are provided to improve the stability of the vertical rotation device of the clothing bridge tower. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] Figure 1 This is a schematic diagram of the structure of the pressing part and the pulling part in Example 1 of the utility model;
[0019] Figure 2 It is a schematic diagram of the structure of the reinforcing member 1 and the reinforcing member 2 in Example 1 of the utility model.
[0020] Explanation of reference numerals: 1. base; 2. pressing part; 3. pulling part; 4. reinforcing member 1; 5. reinforcing member 2. DETAILED DESCRIPTION
[0021] In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, they will be described in detail below in conjunction with specific examples, but the protection scope of the present invention is not limited to the following specific embodiments.
[0022] Unless otherwise defined, all professional terms used below have the same meaning as those generally understood by those skilled in the art. The professional terms used herein are only for the purpose of describing specific embodiments and are not intended to limit the scope of protection of the present utility model.
[0023] Embodiment 1:
[0024] A kind of auxiliary bridge tower vertical rotation device, refer to Figure 1, including a base 1, a pressing part 2, a pulling part 3 and a driving member, the base 1 is hinged on the bridge deck, the bridge tower is fixedly connected to the base 1, one end of the pressing part 2 is fixedly connected to the bridge tower, the pressing part 2 and the bridge tower are detachably connected, and in this embodiment, the pressing part 2 and the bridge tower can be fixed by fixing screws.
[0025] The other end of the pressing part 2 is fixedly connected with a first hanging ear, one end of the pulling part 3 is fixedly connected with the first hanging ear, a second hanging ear is fixedly connected to the tower bridge, and the other end of the pulling part 3 is fixedly connected with the second hanging ear. Preferably, the other end of the pulling part 3 is fixedly connected with a ring hook, and the ring hook is provided to facilitate the connection and separation of the pulling part 3 and the second hanging ear. In this embodiment, the first hanging ear and the second hanging ear are fixed by fixing screws.
[0026] The pulling part 3 is a flexible structure, and the pressing part 2 is a rigid structure. In this embodiment, the pulling part 3 is a steel wire rope. In other embodiments, the pulling part 3 may be a flexible structure such as a sling or a chain. The flexible structure stores elastic energy and has its own return force. Compared with the rigid structure, the flexible structure is less likely to disintegrate due to stress concentration when subjected to force, and has higher reliability.
[0027] The driving member is used to drive the pressing part 2 to rotate. In this embodiment, the driving member includes a winch. The winch is fixed on the bridge deck, and the winding rope of the winch is fixedly connected to the hanging ear of the pressing part 2.
[0028] Reference Figure 2 In order to improve the stability of the auxiliary bridge tower vertical rotation device, the auxiliary bridge tower vertical rotation device further includes a reinforcement member 1 4 and a reinforcement member 2 5. The reinforcement member 1 4 is provided in plurality. In the embodiment of the present application, the reinforcement member 1 4 is provided in two. The two ends of one reinforcement member 1 4 are respectively fixedly connected to the top of the pressing part 2, and the two ends of the other reinforcement member 1 4 are respectively fixedly connected to the bottom of the pressing part 2. In other embodiments, three, four or more reinforcement members 1 4 may also be provided. The plurality of reinforcement members 1 4 are spaced in the length direction of the pressing part 2, and the two ends of each reinforcement member 1 4 are respectively fixedly connected to the two pressing parts 2, so as to improve the stability of the auxiliary bridge tower vertical rotation device.
[0029] There are multiple reinforcement members 2 5, and reinforcement members 2 5, reinforcement members 1 4 and the pressing portion 2 form a triangular structure. In this embodiment, there are two reinforcement members 2 5, and the two reinforcement members 2 5 are cross-arranged. One end of the reinforcement member 2 5 is fixedly connected to the bottom end of one of the pressing portions 2, and the other end is fixedly connected to the top end of the other pressing portion 2.
[0030] When the auxiliary bridge tower rotating device is used to drive the bridge tower to rotate, the lower end of the pressing part 2 is fixedly connected to the bridge tower, the hook is hung on the second hanging ear, and after the auxiliary bridge tower rotating device is fixed, the active end of the driving member (the winding rope of the winch) is fixed on the first hanging ear, and the driving member is started. The active end moves and drives the bridge tower to rotate until the bridge tower rotates to a preset position. By setting up the auxiliary bridge tower rotating device, the force direction of the bridge tower is changed, and there is no need for auxiliary equipment to lift the bridge tower, which simplifies the operation and reduces the construction cost.
[0031] The above embodiments are only preferred specific implementation methods of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope of the present invention according to the technical solution and concept of the present invention, which should be included in the protection scope of the present invention.
[0032] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.
[0033] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include at least one of the features. In the description of the present utility model, the meaning of "plurality" is at least two, such as two, three, etc., unless otherwise clearly and specifically defined.
[0034] In the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection or an indirect connection through an intermediate medium, it can be the internal connection of two elements or the interaction relationship between two elements, unless otherwise clearly defined. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0035] In the present utility model, unless otherwise clearly specified and limited, the first feature "above" or "below" the second feature may be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature "above", "above" and "above" the second feature may be that the first feature is directly above or obliquely above the second feature, or simply indicates that the first feature is higher in level than the second feature. The first feature "below", "below" and "below" the second feature may be that the first feature is directly below or obliquely below the second feature, or simply indicates that the first feature is lower in level than the second feature. It should be noted that when an element is referred to as "fixed to" or "set on" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected" to another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "up", "down", "left", "right" and similar expressions used herein are for illustrative purposes only and do not represent the only implementation method.
Claims
1. An auxiliary bridge tower vertical rotation device, characterized in that: The invention comprises a base (1), a pressing part (2) and a pulling part (3); one end of the pressing part (2) is hinged to the base (1), and the other end of the pressing part (2) is hinged to one end of the pulling part (3); the pulling part (3) is a flexible structure, and the pressing part (2) is a rigid structure.
2. The auxiliary bridge tower vertical rotation device according to claim 1, characterized in that: It also comprises a driving member, wherein the driving member is used to drive the pressing part (2) to rotate.
3. The auxiliary bridge tower vertical rotation device according to claim 2, characterized in that: The driving member comprises a winch, the moving end of the winch is connected to a hinge point between the pressing part (2) and the pulling part (3).
4. The auxiliary bridge tower vertical rotation device according to claim 1, characterized in that: The pressing part (2) and the pulling part (3) may be arranged in multiple groups.
5. The auxiliary bridge tower vertical rotation device according to claim 4, characterized in that: It also comprises a reinforcing member (4), and a plurality of the pressing parts (2) are fixedly connected via the reinforcing member (4).
6. The auxiliary bridge tower vertical rotation device according to claim 5, characterized in that: The reinforcing member 1 (4) is arranged in plurality, and the plurality of reinforcing members 1 (4) are arranged at intervals along the length direction of the pressing portion (2).
7. The auxiliary bridge tower vertical rotation device according to claim 5, characterized in that: It also includes a second reinforcing member (5), which is arranged obliquely, and the second reinforcing member (5), the pressing portion (2) and the first reinforcing member (4) form a triangular structure, and the two ends of the second reinforcing member (5) are respectively fixedly connected to the two pressing portions (2).
8. The auxiliary bridge tower vertical rotation device according to claim 7, characterized in that: The second reinforcement member (5) can be provided in plurality.
9. The auxiliary bridge tower vertical rotation device according to claim 1, characterized in that: The connecting end of the pressing part (2) and the pulling part (3) is fixedly connected with a hook ear 1, and the pulling part (3) is connected to the pressing part (2) via the hook ear 1.