Complete tool for high-speed railway subgrade contact net foundation
The design of a complete set of tooling for the overhead contact line foundation of high-speed railway subgrade solved the problem of low accuracy of positioning brackets and templates, enabling high-precision cement pouring and template reuse, thus improving construction efficiency.
Patent Information
- Application Number
- CN202423102875.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-16
- Publication Date
- 2026-01-23
- Estimated Expiration
- 2034-12-16
AI Technical Summary
In existing technologies, the positioning supports and templates used during the construction of roadbed catenary foundations have low accuracy, are prone to displacement, and cannot be reused, resulting in insufficient construction accuracy.
The high-speed railway subgrade catenary foundation complete set of tooling is adopted, including pouring template, positioning steel plate, pouring hopper and support. By fixing the pouring hopper and controlling the correspondence between the discharge port and the inlet, the cement is poured accurately. The support can be reused.
It improved the construction accuracy of railway catenary foundations and embedded parts, simplified on-site operations, increased work efficiency, and enabled the reuse of templates.
Smart Images
Figure CN223820780U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of construction technology for overhead contact line foundations of high-speed railway subgrades; specifically, this utility model relates to a complete set of tooling for overhead contact line foundations of high-speed railway subgrades. Background Technology
[0002] In the construction of the roadbed catenary foundation, simple steel bar positioning brackets and qualified bamboo plywood molds are usually made on-site to position the catenary pre-embedded bolts and foundation templates.
[0003] Because the foundation design of the roadbed contact network does not have pre-embedded steel plates, the positioning brackets and templates used during on-site construction have disadvantages such as low accuracy when cement is added, easy deviation, and non-reusability. Utility Model Content
[0004] In view of this, the present invention provides a complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade, thereby solving or at least alleviating the above-mentioned problems existing in the prior art.
[0005] To achieve the aforementioned objectives, this utility model provides a complete set of tooling for the contact network foundation of a high-speed railway subgrade, comprising: a casting template, positioning steel plates, a casting hopper, and a support; the casting template is a rectangular frame; two positioning steel plates are provided, arranged vertically, with an angle steel between the two positioning steel plates, and the two positioning steel plates are fixedly connected by the angle steel; a feed inlet is provided at the center of each positioning steel plate, and the lower positioning steel plate is fixedly installed at the top of the casting template; the discharge port of the casting hopper is greater than the top surface of the casting template in the height direction; the support includes a first support and a second support, the casting hopper is fixedly connected to the first support, the first support is positioned above the second support, and the second support is greater than the height of the casting template in the height direction.
[0006] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, the first bracket is fixedly installed on the top of the second bracket, the outlet of the casting hopper is opposite to the inlet, and the support legs of the second bracket are located on both sides of the casting hopper.
[0007] In the aforementioned complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade, optionally, the first bracket is slidably mounted on top of the second bracket, and the support foot of the second bracket is disposed on one side of the second bracket.
[0008] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, the top of the second bracket is provided with a groove, and both sides of the bottom end of the first bracket are slidably installed in the groove.
[0009] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, an extension plate is fixedly connected to the outer wall of the discharge port of the pouring hopper. The extension plate is square, and the bottom surface of the extension plate is at the same height as the discharge port in the height direction. A door panel is slidably arranged below the extension plate, and the top surface of the door panel is attached to the bottom end of the extension plate.
[0010] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, an L-shaped sliding groove is provided on both sides of the bottom surface of the extension plate, and a latch is slidably provided on both sides of the bottom surface of the door panel. The latch includes a sliding plate, a first moving rod, and a second moving rod. The first moving rod and the second moving rod are respectively fixedly installed at both ends of the sliding plate, and the end of the second moving rod connected to the sliding plate extends downward. The surfaces of the first moving rod and the second moving rod are in contact with the end face of the door panel.
[0011] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, a sliding block is fixedly installed on the opposite side of each of the two sliding plates, and a second sliding groove is opened at both ends of the door panel. The sliding block is slidably installed inside the second sliding groove, and a fixed plate is provided between the two sliding plates. The fixed plate is fixedly installed on the bottom surface of the door panel, and a spring is fixedly connected between the sliding plate and the fixed plate.
[0012] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, the first movable rod is slidably installed in a sliding groove, and the end of the second movable rod away from the first movable rod is provided with an inclined plate. The inclined plate is fixedly installed on the top surface of the lower positioning steel plate, the feed port of the upper positioning steel plate is U-shaped, and the extension plate can be inserted into the discharge port of the upper positioning steel plate.
[0013] In the aforementioned complete set of tooling for the contact network foundation of a high-speed railway subgrade, optionally, connecting plates are fixedly installed on both sides of the door panel, a T-shaped plate is fixedly installed on the end of the connecting plate away from the door panel, and a handle is fixedly installed on the top of the T-shaped plate, the handle being slidably installed in the groove.
[0014] This utility model discloses a complete set of tooling for the contact network foundation of a high-speed railway subgrade. It involves fixing a pouring hopper onto a first support, controlling the position of the first support so that the outlet and inlet of the pouring hopper correspond, and pouring cement into the hopper. This method enables the pouring of the subgrade, improves the construction accuracy of the railway contact network foundation and embedded parts, simplifies on-site operation, allows for template reuse, and enables the use of a single support in conjunction with multiple pouring templates. The flow rate of cement is controlled by a door panel, and during reuse, only the support needs to be moved individually, thus improving work efficiency. Attached Figure Description
[0015] The disclosure of this utility model will become more apparent with reference to the accompanying drawings. It should be understood that these drawings are for illustrative purposes only and are not intended to limit the scope of protection of this utility model. In the drawings:
[0016] Figure 1 This is a structural schematic diagram of Embodiment 1 of the present invention.
[0017] Figure 2 This is a schematic diagram of the structure of Embodiment 2 of this utility model.
[0018] Figure 3 This is a schematic diagram of the connection structure between the casting hopper, the door panel, and the positioning steel plate in Embodiment 2 of this utility model.
[0019] Figure 4 This is a schematic diagram of the connection structure between the casting hopper and the door panel in Embodiment 2 of this utility model.
[0020] Figure 5 This is a schematic diagram of the pouring hopper in Embodiment 2 of this utility model.
[0021] Reference numerals in the attached drawings: 1-Pouring template; 2-Positioning steel plate; 2.1-Feed inlet; 2.2-Inclined plate; 3-Pouring hopper; 4-Support; 4.1-First support; 4.2-Second support; 4.3-Groove; 4.4-Extension plate; 4.5-Slide groove one; 5-Door panel; 5.1-Slide groove two; 5.2-Fixing plate; 5.3-Spring; 5.4-Connecting plate; 5.5-T-shaped plate; 5.6-Handle; 6-Lock; 6.1-Sliding plate; 6.2-First moving rod; 6.3-Second moving rod; 6.4-Sliding block. Detailed Implementation
[0022] The technical solutions in the embodiments of this utility model will be clearly and completely described below. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.
[0023] like Figure 1As shown in Embodiment 1, a complete set of tooling for a high-speed railway subgrade contact network foundation includes: a casting template 1, positioning steel plates 2, a casting hopper 3, and a support 4; the casting template 1 is a rectangular frame; there are two positioning steel plates 2, which are arranged vertically, and an angle steel is provided between the two positioning steel plates 2, which are fixedly connected by the angle steel; a feed inlet 2.1 is provided at the center of the positioning steel plate 2, and the lower positioning steel plate 2 is fixedly installed on the top of the casting template 1; the discharge port of the casting hopper 3 is greater than the top surface of the casting template 1 in the height direction; the support 4 includes a first support 4.1 and a second support 4.2, the casting hopper 3 is fixedly connected to the first support 4.1, the first support 4.1 is located above the second support 4.2, and the second support 4.2 is greater than the height of the casting template 1 in the height direction.
[0024] When using this device, firstly, the casting template 1 is fixedly installed on the ground. The first support 4.1 is moved so that the outlet of the casting material port corresponds to the inlet 2.1. Cement is poured into the casting hopper 3. The cement enters the inlet 2.1 from the outlet through gravity, so that the cement can enter the casting template 1 and complete the roadbed casting work.
[0025] The first bracket 4.1 is fixedly installed on the top of the second bracket 4.2. The discharge port of the casting hopper 3 is opposite to the inlet 2.1. The support legs of the second bracket 4.2 are located on both sides of the casting hopper 3.
[0026] When moving the first support 4.1, the position of the second support 4.2 needs to be adjusted so that the outlet of the pouring hopper 3 corresponds to the inlet 2.1. The support feet of the second support frame are then in contact with the outer walls of both sides of the pouring template 1, so that the second support 4.2 can be stably placed on the ground to prevent it from shaking during cement pouring. After the second support 4.2 is stably placed, cement is poured into the pouring hopper 3. The cement enters the inlet 2.1 from the outlet through gravity, allowing it to enter the pouring template 1 and complete the subgrade pouring. This improves the construction accuracy of the railway contact network foundation and embedded parts, while also simplifying on-site operation and allowing the template to be reused.
[0027] like Figures 2 to 5 As shown, in Embodiment 2, the first bracket 4.1 is slidably mounted on the top of the second bracket 4.2, and the support foot of the second bracket 4.2 is disposed on one side of the second bracket 4.2.
[0028] Before use, slide the first bracket 4.1 to the left end of the second bracket 4.2, and then reposition the second bracket 4.2 so that the first bracket 4.1 is located on one side of the casting template 1. After installation, slide the first bracket 4.1 to the right end of the second bracket 4.2.
[0029] The top of the second bracket 4.2 is provided with a groove 4.3, and both sides of the bottom end of the first bracket 4.1 are slidably installed in the groove 4.3.
[0030] When the first support 4.1 is slidable, it can drive the displacement of the pouring hopper 3, so that the outlet of the pouring hopper 3 can correspond to the inlet 2.1, so that cement can enter the pouring template 1 from the pouring hopper 3 through the outlet.
[0031] An extension plate 4.4 is fixedly connected to the outer wall of the discharge port of the casting hopper 3. The extension plate 4.4 is square. The bottom surface of the extension plate 4.4 is at the same height as the discharge port in the height direction. A door panel 5 is slidably arranged below the extension plate 4.4, and the top surface of the door panel 5 is attached to the bottom end of the extension plate 4.4.
[0032] When the discharge port and the inlet 2.1 correspond, and the door plate 5 is within the range of the extension plate 4.4, it can prevent cement from falling out of the inside of the pouring hopper 3, so as to prevent cement from falling out of the pouring hopper 3 when the pouring hopper 3 is moved. When the door plate 5 exceeds the range of the extension plate 4.4, it can open the discharge port, so that cement can fall from the pouring hopper 3 into the pouring template 1 to complete the pouring of cement.
[0033] Both sides of the bottom surface of the extension plate 4.4 are provided with L-shaped sliding grooves 4.5. Both sides of the bottom surface of the door panel 5 are slidably provided with latches 6. The latches 6 include a sliding plate 6.1, a first moving rod 6.2 and a second moving rod 6.3. The first moving rod 6.2 and the second moving rod 6.3 are respectively fixedly installed at both ends of the sliding plate 6.1, and the end of the second moving rod 6.3 connected to the sliding plate 6.1 extends downward. The surfaces of the first moving rod 6.2 and the second moving rod 6.3 are in contact with the end face of the door panel 5.
[0034] When the latch 6 slides on the door panel 5, the outer surfaces of the first moving rod 6.2 and the second moving rod 6.3 contact the end face of the door panel 5, which enables the latch 6 to slide stably on the door panel 5. At the same time, in the initial state, one end face of the door panel 5 and the extension plate 4.4 are on the same plane, which makes it easy for the latch 6 to lock the door panel 5 and the extension plate 4.4 in the initial state, preventing the door panel 5 and the extension plate 4.4 from misaligning when the pouring hopper 3 moves, thus preventing the discharge port from opening.
[0035] Sliding blocks 6.4 are fixedly installed on the opposite sides of the two sliding plates 6.1. Sliding grooves 5.1 are opened at both ends of the door panel 5. The sliding blocks 6.4 are slidably installed inside the sliding grooves 5.1. A fixing plate 5.2 is provided between the two sliding plates 6.1. The fixing plate 5.2 is fixedly installed on the bottom surface of the door panel 5. A spring 5.3 is fixedly connected between the sliding plates 6.1 and the fixing plate 5.2.
[0036] When the latch 6 slides on the door panel 5, the sliding block 6.4 can slide inside the second groove 5.1. When the two latches 6 move in opposite directions, the spring 5.3 is stretched, and the latch 6 is pulled by the elastic force of the spring 5.3, which can reset the latch 6.
[0037] The first moving rod 6.2 is slidably installed in the slide groove 4.5. The second moving rod 6.3 has an inclined plate 2.2 at one end away from the first moving rod 6.2. The inclined plate 2.2 is fixedly installed on the top surface of the lower positioning steel plate 2. The feed port 2.1 of the upper positioning steel plate 2 is U-shaped, and the extension plate 4.4 can be inserted into the discharge port of the upper positioning steel plate 2.
[0038] When the latch 6 is in the initial position, the first moving rod 6.2 is located at the end of the slide groove 4.5. At this time, when the latch 6 moves, the first moving rod 6.2 is blocked by the slide groove 4.5. The latch 6 can drive the door panel 5 and the extension plate 4.4 to move, so that the pouring hopper 3 can move, which is convenient for adjusting the displacement of the pouring hopper 3. At the same time, the extension plate 4.4 is inserted into the inlet 2.1 to complete the alignment operation of the outlet and inlet 2.1 of the pouring hopper 3.
[0039] The door panel 5 continues to move, causing the second moving rod 6.3 to contact the inclined surface. At this time, the extension plate 4.4 is blocked by the feed port 2.1, and the second moving rod 6.3 is blocked by the inclined plate 2.2, which allows the second moving rod 6.3 to move on the inclined surface of the inclined plate 2.2 and drive the first moving rod 6.2 to undergo lateral displacement. When the first moving rod 6.2 is located at the corner of the slide 4.5, the two latches 6 are in the unlocked state, and at this time the door panel 5 can undergo relative displacement with the extension plate 4.4.
[0040] When the first moving rod 6.2 slides to the other end of the chute 4.5, the extension plate 4.4 is blocked by the feed inlet 2.1, and the door plate 5 continues to move, which allows the door plate 5 to exceed the range of the extension plate 4.4 and open the discharge port of the pouring hopper 3, allowing cement to flow out from the inside of the pouring hopper 3.
[0041] After the pouring is completed, the first support 4.1 is moved in the opposite direction, so that the first moving rod 6.2 moves to the corner of the chute 4.5. At the same time, the door panel 5 covers the extension plate 4.4 to prevent cement from flowing out of the outlet. At this time, the sliding plate 6.4 is subjected to the force of the spring 5.3, which pulls the first moving rod 6.2 back to the end of the chute 4.5 and locks the door panel 5 and the extension plate 4.4. Then, the first support 4.1 is pulled out from the range of the positioning steel plate 2.
[0042] Connecting plates 5.4 are fixedly installed on both sides of the door panel 5. A T-shaped plate 5.5 is fixedly installed on the end of the connecting plate 5.4 away from the door panel 5. A handle 5.6 is fixedly installed on the top of the T-shaped plate 5.5. The handle 5.6 is slidably installed in the groove 4.3.
[0043] When the handle 5.6 moves, it can drive the T-shaped plate 5.5 to move. When the T-shaped plate 5.5 moves, it can drive the connecting plate 5.4 to move. When the connecting plate 5.4 moves, it can drive the door panel 5 to move. When the door panel 5 moves, it can drive the latch 6 to move, thereby driving the pouring hopper 3 to move.
[0044] Compared to Embodiment 1, Embodiment 2 uses a set of support 4 in conjunction with multiple sets of casting templates 1. After one casting is completed, the support 4 can be removed separately, and the cement inside the casting template 1 will not flow out. The remaining cement can be transported to the next required casting template 1 by moving the support 4. The amount of cement inside the casting template 1 can be controlled. During turnover, only the support 4 needs to be moved separately, which improves work efficiency.
[0045] The technical scope of this utility model is not limited to the contents of the above description. Those skilled in the art can make various modifications and variations to the above embodiments without departing from the technical concept of this utility model, and all such modifications and variations should fall within the scope of this utility model.
Claims
1. A complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade, characterized in that, include: The casting template (1), positioning steel plate (2), casting hopper (3), and support (4) are provided. The casting template (1) is a rectangular frame. There are two positioning steel plates (2), which are distributed vertically. An angle steel is provided between the two positioning steel plates (2). The two positioning steel plates (2) are fixedly connected by the angle steel. A feed port (2.1) is opened at the center of the positioning steel plate (2). The lower positioning steel plate (2) is fixedly installed at the top of the casting template (1). The discharge port of the casting hopper (3) is greater than the top surface of the casting template (1) in the height direction. The support (4) includes a first support (4.1) and a second support (4.2). The casting hopper (3) is fixedly connected to the first support (4.1). The first support (4.1) is set above the second support (4.2). The second support (4.2) is greater than the height of the casting template (1) in the height direction.
2. The complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade as described in claim 1, characterized in that, The first bracket (4.1) is fixedly installed on the top of the second bracket (4.2), the outlet of the casting hopper (3) is opposite to the inlet (2.1), and the support feet of the second bracket (4.2) are located on both sides of the casting hopper (3).
3. The complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade as described in claim 1, characterized in that, The first bracket (4.1) is slidably mounted on the top of the second bracket (4.2), and the support foot of the second bracket (4.2) is located on one side of the second bracket (4.2).
4. The complete set of tooling for the contact network foundation of a high-speed railway subgrade as described in claim 3, characterized in that, The top of the second bracket (4.2) is provided with a groove (4.3), and the bottom sides of the first bracket (4.1) are slidably installed in the groove (4.3).
5. The complete set of tooling for the overhead contact line foundation of a high-speed railway subgrade as described in claim 3, characterized in that, An extension plate (4.4) is fixedly connected to the outer wall of the discharge port of the casting hopper (3). The extension plate (4.4) is square. The bottom surface of the extension plate (4.4) is the same height as the discharge port in the height direction. A door panel (5) is slidably arranged below the extension plate (4.4), and the top surface of the door panel (5) is attached to the bottom end of the extension plate (4.4).
6. The complete set of tooling for the contact network foundation of a high-speed railway subgrade as described in claim 5, characterized in that, The extension plate (4.4) has L-shaped grooves (4.5) on both sides of its bottom surface. The door panel (5) has latches (6) slidably installed on both sides of its bottom surface. The latches (6) include a sliding plate (6.1), a first moving rod (6.2), and a second moving rod (6.3). The first moving rod (6.2) and the second moving rod (6.3) are respectively fixedly installed at both ends of the sliding plate (6.1), and the end of the second moving rod (6.3) connected to the sliding plate (6.1) extends downward. The surfaces of the first moving rod (6.2) and the second moving rod (6.3) are in contact with the end face of the door panel (5).
7. A complete set of tooling for a high-speed railway subgrade contact network foundation as described in claim 6, characterized in that, Sliding blocks (6.4) are fixedly installed on the opposite sides of the two sliding plates (6.1). The two ends of the door panel (5) are provided with sliding grooves (5.1). The sliding blocks (6.4) are slidably installed inside the sliding grooves (5.1). A fixing plate (5.2) is provided between the two sliding plates (6.1). The fixing plate (5.2) is fixedly installed on the bottom surface of the door panel (5). A spring (5.3) is fixedly connected between the sliding plates (6.1) and the fixing plate (5.2).
8. A complete set of tooling for a high-speed railway roadbed contact network foundation as described in claim 6, characterized in that, The first moving rod (6.2) is slidably installed in the first groove (4.5). The second moving rod (6.3) has an inclined plate (2.2) at one end away from the first moving rod (6.2). The inclined plate (2.2) is fixedly installed on the top surface of the positioning steel plate (2) below. The feed port (2.1) of the positioning steel plate (2) above is U-shaped. The extension plate (4.4) can be inserted into the discharge port of the positioning steel plate (2) above.
9. A complete set of tooling for a high-speed railway subgrade contact network foundation as described in claim 6, characterized in that, A connecting plate (5.4) is fixedly installed on both sides of the door panel (5). A T-shaped plate (5.5) is fixedly installed on the end of the connecting plate (5.4) away from the door panel (5). A handle (5.6) is fixedly installed on the top of the T-shaped plate (5.5). The handle (5.6) is slidably installed in the groove (4.3).