Vertical lifting movable bridge
By using small pile legs and lifting devices in the vertical lift opening bridge, combined with the design of moving ring beams, fixed ring beams and lifting components, the problems of complex structure and large area in the existing technology are solved, and the structure is simple and simple. The effect of small area is suitable for the construction of intensive urban land use.
Patent Information
- Application Number
- CN202411719110.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-28
- Publication Date
- 2025-02-21
AI Technical Summary
The existing vertical lifting opening bridge has a complex structure and a large area, making it difficult to meet the needs of urban intensive land construction.
The use of small pile legs and lifting device, and the vertical lifting of the main beam is achieved through the combination of dynamic ring beams, fixed ring beams and lifting components, with a simple structure and a small footprint.
The installation of huge bridge towers is avoided, the structure is simple and the area covers a small area. It is suitable for construction conditions with limited sites, has a wide range of applications, and reduces maintenance and cost.
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Figure CN119491443A_ABST
Abstract
Description
Technical Field
[0001] The invention belongs to the technical field of bridge manufacturing, and in particular relates to a vertical lifting opening bridge. Background Art
[0002] A bascule bridge refers to a bridge whose span structure can be moved or rotated. Conventional bascule bridges for vehicles mainly include vertical swing bridges, horizontal swing bridges and vertical lift bridges. With the deepening of urbanization in my country, some construction sites are limited by existing elevations or have needs such as flood control and navigation, making it difficult to build conventional bridges, and it is necessary to build bascule bridges that can be lifted vertically. Conventional vertical lift bascule bridges require huge bridge towers at the four corners of the bridge to meet the needs of counterweight placement and beam locking after the bridge is opened. Its structure is complex, it occupies a large area, and its application range is narrow, making it difficult to adapt to the needs of intensive urban land construction. Summary of the invention
[0003] In view of this, an object of the present invention is to provide a vertical lifting opening bridge to solve the deficiencies in the prior art.
[0004] In order to achieve the above object, the present invention is achieved through the following technical solutions:
[0005] A vertical lifting opening bridge is provided, which includes a main beam, an abutment, a support, a pile foundation, a pile leg and a lifting device. The abutment is supported on a foundation through the pile foundation, the support is arranged on the top surface of the abutment, the main beam is parked on the support, the pile leg is erected on the top of the abutment and the bottom end of the pile leg is pre-buried in the abutment, the lifting device is slidably mounted on the pile leg, and both ends of the main beam are fixedly connected to the lifting device. The lifting device can be vertically lifted and lowered along the pile leg to drive the main beam to be vertically lifted and lowered.
[0006] As described in the vertical lifting opening bridge, wherein the pile legs are provided with pin holes at intervals along the height direction, the lifting device comprises a movable ring beam, a fixed ring beam, a lifting assembly, a movable ring beam latch assembly and a fixed ring beam latch assembly, the fixed ring beam and the movable ring beam are sequentially slidably sleeved on the pile legs from bottom to top, the lifting assembly is arranged between the movable ring beam and the fixed ring beam, the upper and lower ends of the lifting assembly are respectively fixedly connected to the movable ring beam and the fixed ring beam, and the movable ring beam latch assembly is circumferentially arranged on the peripheral side surface of the movable ring beam, The fixed ring beam latch assembly is circumferentially arranged on the circumferential side surface of the fixed ring beam; the dynamic ring beam and the fixed ring beam are respectively inserted and pulled out of the pin holes through the dynamic ring beam latch assembly and the fixed ring beam latch assembly, so as to realize the locking and separation of the dynamic ring beam, the fixed ring beam and the pile legs; the lifting assembly drives the dynamic ring beam and the fixed ring beam to perform vertical lifting and lowering along the pile legs, and cooperates with the locking and separation of the dynamic ring beam, the fixed ring beam and the pile legs, so as to realize that the lifting device drives the main beam to be lifted and lowered in the vertical direction.
[0007] As described in the vertical lifting opening bridge, wherein the lifting assembly also includes a controller and a sensor, wherein the controller is responsible for controlling the lifting and the insertion and extraction of the movable ring beam latch assembly and the fixed ring beam latch assembly in the pin hole, and the sensor detects the displacement of the lifting assembly, thereby determining the relative positions of the movable ring beam latch assembly, the fixed ring beam latch assembly and the pin hole during the lifting process.
[0008] As described in the vertical lifting opening bridge, wherein the lifting assembly adopts a large-stroke hydraulic cylinder with large-spacing pin holes, or adopts a small-stroke hydraulic cylinder with small-spacing pin holes.
[0009] As described in the vertical lifting opening bridge, wherein the main beam and the pile legs are both made of steel structure.
[0010] The beneficial effects of the technical solution of the present invention are:
[0011] 1. It avoids the disadvantages of conventional vertical lifting bascule bridges that require huge bridge towers and complex structures. It only requires small pile legs and lifting devices. It has a simple structure and small footprint. It can be used in construction conditions with limited sites and has a wide range of applications.
[0012] 2. The lifting mode can be set according to the opening requirements of the opening bridge and local conditions to save construction costs. A large-stroke hydraulic cylinder with large-pitch pin holes can be used to quickly lift it into place at one time, or a small-stroke hydraulic cylinder with small-pitch pin holes can be used to gradually lift it into place;
[0013] 3. The lifting components in the lifting device adopt the working mode of hydraulic cylinder under tension, which can avoid the stability problem of the pressure rod when the cylinder is under pressure, so as to reduce the size and cost of the cylinder, and change the unfavorable working environment of the cylinder under pressure into a favorable working environment under tension, which can increase the service life of the cylinder and reduce the maintenance cost. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] To further illustrate the above-mentioned objectives, structural features and effects of the present invention, the present invention will be described in detail below with reference to the accompanying drawings.
[0015] Figure 1 This is a schematic diagram of the closed state of the vertical lifting opening bridge structure of a preferred embodiment of the present invention;
[0016] Figure 2 This is a schematic diagram of the opening state of the vertical lifting opening bridge structure of a preferred embodiment of the present invention;
[0017] Figure 3 This is a cross-sectional schematic diagram of a vertical lifting bascule bridge according to a preferred embodiment of the present invention;
[0018] Figure 4This is a schematic diagram of the pile leg structure of a preferred embodiment of the present invention;
[0019] Figure 5 This is a front view of a lifting device according to a preferred embodiment of the present invention;
[0020] Figure 6 A top view of a lifting device according to a preferred embodiment of the present invention;
[0021] In the figure: 1, main beam; 2, abutment; 3, support; 4, pile foundation; 5, pile leg; 51, pin hole; 6, lifting device; 61, moving ring beam; 62, fixed ring beam; 63, lifting assembly; 64, moving ring beam pin assembly; 65, fixed ring beam pin assembly. DETAILED DESCRIPTION
[0022] The terms "invention", "present invention" and "the present invention" used in this specification are intended to refer broadly to all subject matter of this specification and any patent claims below. Statements containing these terms should not be understood to limit the subject matter described herein or to limit the meaning or scope of any patent claim below. In addition, this specification does not attempt to describe or limit the subject matter covered by any claim of any specific component, paragraph, statement or figure of this application. The subject matter should be understood with reference to the entire specification, all drawings and any claims below. The present invention may have other embodiments and be practiced or implemented in other ways. Moreover, it should be understood that the words and terms used herein are for illustrative purposes and should not be considered as limiting.
[0023] The details of the present invention will now be discussed with reference to the accompanying drawings which illustrate the present invention by way of example only. In the accompanying drawings, similar features or components may be marked with the same reference numerals.
[0024] The use of "including," "having," and "comprising" and variations thereof herein is meant to encompass the items listed thereafter and their equivalents and additional items. Although reference may be made to directions such as above, below, upward, downward, rearward, bottom, top, front, rear, etc., in describing the drawings, for convenience, reference is made relative to the drawings. These directions are not intended to literally accept or limit the present invention in any form. In addition, terms such as "first," "second," "third," etc., are used herein for illustrative purposes and are not intended to indicate or imply importance or significance.
[0025] See also Figure 1 , Figure 2 and Figure 3As shown, the vertical lifting bascule bridge of the present invention comprises a main beam 1, an abutment 2, a support 3, a pile foundation 4, a pile leg 5 and a lifting device 6. The abutment 2 is supported on the foundation through the pile foundation 4. The abutment 2 transmits the action to the foundation through the pile foundation 4. The support 3 is arranged on the top surface of the abutment 2. The main beam 1 is parked on the support 3. The pile leg 5 is erected on the top of the abutment 2 and the bottom end of the pile leg 5 is pre-buried in the abutment 2. The lifting device 6 is slidably sleeved on the pile leg 5. The two ends of the main beam 1 are fixedly connected to the lifting device 6. The lifting device 6 can be vertically lifted and lowered along the pile leg 5 to drive the main beam 1 to lift and lower vertically. The pile leg 5 can also be slidably penetrated in the structure of the main beam 1 to minimize the occupation of vertical and horizontal space. The lower part of the pile leg 5 pre-buried in the abutment 2 can be provided with pile feet as needed.
[0026] In a preferred embodiment, see Figure 4 , Figure 5 and Figure 6 As shown, the pile leg 5 is provided with pin holes 51 at intervals along the height direction, preferably at equal intervals, and the lifting device 6 includes a movable ring beam 61, a fixed ring beam 62, a lifting assembly 63, a movable ring beam latch assembly 64 and a fixed ring beam latch assembly 65, and the fixed ring beam 62 and the movable ring beam 61 are sequentially slidably sleeved on the pile leg 5 from bottom to top. The lifting assembly 63 is arranged between the movable ring beam 61 and the fixed ring beam 62, and the upper and lower ends of the lifting assembly 63 are respectively hinged to the movable ring beam 61 and the fixed ring beam 62, the movable ring beam latch assembly 64 is circumferentially arranged on the peripheral side of the movable ring beam 61, and the fixed ring beam latch assembly 65 is circumferentially arranged on the peripheral side of the fixed ring beam 62. The dynamic ring beam 61 and the fixed ring beam 62 are respectively inserted and pulled out of the pin hole 51 through the dynamic ring beam latch assembly 64 and the fixed ring beam latch assembly 65, so as to realize the locking and separation of the dynamic ring beam 61, the fixed ring beam 62 and the pile leg 5. The lifting assembly 63 drives the dynamic ring beam 61 and the fixed ring beam 62 to be vertically lifted and lowered along the pile leg 5, and cooperates with the locking and separation of the dynamic ring beam 61, the fixed ring beam 62 and the pile leg 5 to realize the lifting device 6 driving the main beam 1 to be lifted and lowered in the vertical direction.
[0027] Furthermore, the lifting assembly 63 also includes a controller and a sensor. The controller is responsible for controlling the lifting and the insertion and extraction of the movable ring beam pin assembly 64 and the fixed ring beam pin assembly 65 in the pin hole 51. The sensor detects the displacement of the lifting assembly 63, thereby determining the relative positions of the movable ring beam pin assembly 64, the fixed ring beam pin assembly 65 and the pin hole 51 during the lifting process.
[0028] Preferably, the lifting assembly 63 uses a large-stroke hydraulic cylinder with large-spacing pin holes 51, or a small-stroke hydraulic cylinder with small-spacing pin holes 51. The hydraulic cylinder is pulled to avoid the stability problem of the pressure rod when the cylinder is compressed, thereby reducing the size and cost of the cylinder.
[0029] The main beam 1 and the pile legs 5 are both made of steel structures, and the beam end of the main beam 1 can be provided with an overhanging structure to facilitate fixed connection with the lifting device 6.
[0030] Continuing to refer to the diagram, when the bridge needs to be opened, the controller controls the dynamic ring beam pin assembly 64 to be pulled out from the corresponding pin hole 51 to unlock the dynamic ring beam 61 and the pile leg 5. When the sensor detects that the dynamic ring beam 61 and the pile leg 5 are unlocked, the controller controls the dynamic ring beam 61 to move vertically upward along the pile leg 5 under the action of the lifting assembly 63. When the dynamic ring beam latch assembly 64 is aligned with the upper pin hole 51, the sensor detects that the dynamic ring beam 61 has reached the specified position, the controller stops the movement of the lifting assembly 63, and inserts the dynamic ring beam latch assembly 64 into the upper pin hole 51 to complete the locking of the dynamic ring beam 61 and the pile leg 5; after the sensor detects that the dynamic ring beam 61 and the pile leg 5 are locked, the controller controls the fixed ring beam latch assembly 65 to be pulled out from the corresponding pin hole 51 to complete the unlocking of the fixed ring beam 62 and the pile leg 5. After the sensor detects that the fixed ring beam 62 and the pile leg 5 are unlocked, the controller controls the lifting assembly 63 to drive the fixed ring beam 62 to move vertically upward and move the main beam 1 upward. When the fixed ring beam latch assembly 65 is aligned with the upper pin hole 51, the sensor detects that the fixed ring beam 62 has reached the specified position, the controller stops the movement of the lifting assembly 63, and inserts the fixed ring beam latch assembly 65 into the upper pin hole 51 to complete the locking of the fixed ring beam 62 and the pile leg 5, so that the main beam 1 can be vertically raised by one level and locked at that level. Repeating the above steps can realize the gradual rise of the main beam 1 until it reaches the specified position; when the bridge needs to be closed, repeating the above steps in reverse can realize the gradual descent of the main beam 1 until it reaches the specified position. For a bascule bridge with a small stroke, a lifting assembly 63 with a large stroke is used, and the above steps can be used to achieve one-time lifting to the designated position.
[0031] The above are only preferred embodiments of the present invention, and are not intended to limit the implementation methods and protection scope of the present invention. Those skilled in the art should be aware that all solutions obtained by equivalent substitutions and obvious changes made using the description and illustrations of the present invention should be included in the protection scope of the present invention.
Claims
1. A vertical lifting opening bridge, characterized in that: It includes a main beam, an abutment, a support, a pile foundation, a pile leg and a lifting device. The abutment is supported on a foundation through the pile foundation. The support is arranged on the top surface of the abutment. The main beam is parked on the support. The pile leg is erected on the top of the abutment and the bottom end of the pile leg is pre-buried in the abutment. The lifting device is slidably mounted on the pile leg. Both ends of the main beam are fixedly connected to the lifting device. The lifting device can be vertically lifted and lowered along the pile leg to drive the main beam to be lifted and lowered vertically.
2. The vertical lifting bascule bridge according to claim 1, characterized in that: The pile legs are provided with pin holes at intervals along the height direction, the lifting device comprises a moving ring beam, a fixed ring beam, a lifting assembly, a moving ring beam latch assembly and a fixed ring beam latch assembly, the fixed ring beam and the moving ring beam are slidably sleeved on the pile legs in sequence from bottom to top, the lifting assembly is arranged between the moving ring beam and the fixed ring beam, the upper and lower ends of the lifting assembly are respectively fixedly connected to the moving ring beam and the fixed ring beam, the moving ring beam latch assembly is circumferentially arranged on the peripheral side surface of the moving ring beam, and the fixed ring beam latch assembly is circumferentially arranged on the peripheral side surface of the fixed ring beam; the moving ring beam and the fixed ring beam are respectively inserted and pulled out of the pin holes through the moving ring beam latch assembly and the fixed ring beam latch assembly, so as to realize the locking and separation of the moving ring beam, the fixed ring beam and the pile legs, the lifting assembly drives the moving ring beam and the fixed ring beam to perform vertical lifting and lowering along the pile legs, and cooperates with the locking and separation of the moving ring beam, the fixed ring beam and the pile legs to realize the lifting and lowering of the main beam driven by the lifting device in the vertical direction.
3. The vertical lifting bascule bridge according to claim 2, characterized in that: The lifting assembly also includes a controller and a sensor. The controller is responsible for controlling the lifting and the insertion and extraction of the movable ring beam pin assembly and the fixed ring beam pin assembly in the pin hole. The sensor detects the displacement of the lifting assembly, thereby determining the relative positions of the movable ring beam pin assembly, the fixed ring beam pin assembly and the pin hole during the lifting process.
4. The vertical lifting bascule bridge as claimed in claim 3, characterized in that: The lifting assembly adopts a large-stroke hydraulic cylinder with large-pitch pin holes, or adopts a small-stroke hydraulic cylinder with small-pitch pin holes.
5. The vertical lifting bascule bridge according to claim 1, characterized in that: The main beam and the pile legs are both made of steel structures.
Citation Information
Cited By
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