Anchoring type garbage compression box car track structure

Abstract

The utility model discloses an anchoring type garbage compression box car track structure which is used for being installed in a garbage dump and comprises two track units which are symmetrically arranged, each track unit comprises a base plate and a guide protrusion, and the base plate is installed on the ground and used for supporting a garbage compression box car; the guide protrusion is fixed to the base plate, extends in the length direction of the base plate and is used for limiting the walking direction of the dustbin truck. The multiple anchoring parts are installed on the side, away from the guiding protrusion, of the base plate, and the multiple anchoring parts are buried underground so as to reinforce connection between the base plate and the ground; the anchoring parts are symmetrically distributed on the base plate. The guide protrusions can make the dustbin car run along a set route, and deviation of the running route is prevented. The plurality of anchoring parts are arranged on the base plate and embedded underground, so that the connecting strength between the base plate and the ground is improved, the stability and reliability of the track are further enhanced, the track is prevented from shifting, and the deviation of the running route of the dustbin truck is effectively prevented.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and specifically to an anchored garbage compression box truck track structure. Background Technology

[0002] Waste treatment plants are essential facilities for handling municipal waste. They primarily utilize garbage trucks to collect, compress, and transport waste to the treatment plant for unloading. To ensure the garbage trucks can move to designated locations, limiting tracks need to be installed on the ground within the waste treatment plant, allowing them to move along a predetermined path. Current technology typically uses bolts driven directly into the track base plate and ground to fix the limiting tracks. This method is prone to instability due to insufficient bolt penetration, and vibrations during truck operation can easily cause bolts to loosen or break, leading to track displacement. Consequently, it cannot guarantee that the garbage truck will move along the intended route, posing a risk of collision with walls and damage to drainage ditches. Therefore, a more stable limiting track that can be securely installed on the ground is needed to prevent displacement. Utility Model Content

[0003] One of the objectives of this invention is to provide an anchored waste compactor truck track structure to solve the problem of easy displacement of the track substrate in the landfill in the prior art.

[0004] To achieve the above objectives, the technical solution adopted by this utility model is as follows:

[0005] An anchored garbage compactor truck track structure for installation in a landfill includes at least two symmetrically arranged track units. Each track unit includes: a base plate and a guide protrusion. The base plate is installed on the ground to support the garbage compactor truck. The guide protrusion is fixed to the base plate and extends along the length of the base plate to restrict the direction of travel of the garbage compactor truck. Multiple anchors are installed on the side of the base plate away from the guide protrusion and are buried underground to strengthen the connection between the base plate and the ground. The anchors are evenly distributed along the length of the base plate and symmetrically distributed along the width of the base plate.

[0006] Based on the above technical means, the base plate provides a stable load for the garbage truck, ensuring the smooth operation of the garbage truck. The guide protrusions enable the garbage truck to run along the predetermined route and prevent deviation from the route. By setting multiple anchors on the base plate and burying the anchors underground, the connection strength between the base plate and the ground is increased, further enhancing the stability and reliability of the track, preventing track displacement, and effectively preventing the garbage truck from deviating from the route.

[0007] Furthermore, each of the anchors includes a first anchoring section, a second anchoring section, and a third anchoring section. The first anchoring section and the third anchoring section are respectively formed at both ends of the second anchoring section and form an angle with the second anchoring section. The first anchoring section is installed on the base plate. The third anchoring section is used to connect the reinforcing bars of the concrete foundation of the landfill.

[0008] According to the above technical means, the first anchoring section installed on the base plate can increase the connection strength between the base plate and the anchor, and the third anchoring section connected to the steel bars of the landfill concrete foundation can increase the connection strength between the anchor and the landfill ground, thereby enhancing the connection strength between the base plate and the ground and improving the installation stability of the base plate.

[0009] Furthermore, the angle formed between the first anchoring segment and / or the third anchoring segment and the second anchoring segment is 90 degrees.

[0010] Based on the above technical means, the 90-degree included angle makes the anchor form a regular right-angle structure, which enables the anchor to resist external forces from different directions, has high stability, and can ensure that the anchor is firmly installed in the concrete foundation.

[0011] Furthermore, a curved section is formed between the first anchoring segment and / or the third anchoring segment and the second anchoring segment to ensure a smooth connection between the first anchoring segment and / or the third anchoring segment and the second anchoring segment.

[0012] Based on the above technical means, the curved section can reduce the stress concentration phenomenon caused by the right-angle connection between the first / third anchoring section and the second anchoring section, reduce the risk of excessive local stress, and extend the service life of the anchor.

[0013] Furthermore, it also includes multiple reinforcing members, which are mounted on the substrate and evenly distributed along the length of the substrate to reinforce the connection between the substrate and the ground.

[0014] According to the above technical means, the reinforcement can increase the connection points between the substrate and the ground, further strengthen the connection between the substrate and the ground, and improve the stability of the substrate installed on the ground.

[0015] Furthermore, the reinforcement includes a pad and an expansion bolt, the pad being located on the side of the substrate away from the ground; one end of the expansion bolt passes through the pad and the substrate in sequence and is then fixed to the ground.

[0016] According to the above technical means, the pad can increase the contact area between the substrate and the head of the expansion bolt, disperse the pressure on the substrate, reduce the local pressure on the substrate, prevent the substrate from deforming or cracking, and thus ensure the structural integrity of the substrate; the expansion bolt can form a firm connection underground and is easy to install, which can easily enhance the connection strength between the substrate and the ground.

[0017] Furthermore, the substrate is a galvanized steel sheet, and the thickness of the galvanized layer of the galvanized steel sheet is at least 80 μm.

[0018] Based on the above technical means, galvanized steel sheets have good corrosion resistance and can effectively prevent the substrate from rusting; the galvanized layer with a thickness of at least 80μm can provide long-term and reliable protection and extend the service life of the substrate.

[0019] Furthermore, the guide protrusion is a hot-rolled round steel bar and is welded onto the substrate.

[0020] Based on the above-mentioned technical means, hot-rolled round steel has high strength and high hardness, which can resist wheel friction, reduce wear, and is not easily damaged.

[0021] Furthermore, the guide protrusion is a square steel strip and is integrally formed with the substrate.

[0022] Based on the above technical means, the one-piece molding structure eliminates weak connection points between the substrate and the guide protrusion, reducing the risk of deformation or damage to the guide protrusion due to insufficient structural strength.

[0023] Furthermore, the distance L from the geometric center of the cross-section of the guide protrusion to one side of the substrate is 39mm-41mm.

[0024] The beneficial effects of this utility model are as follows:

[0025] The base plate provides a stable load for the garbage truck, ensuring its smooth operation. The guide protrusions enable the garbage truck to run along the predetermined route, preventing deviation from the route. By setting multiple anchors on the base plate and burying them underground, the connection strength between the base plate and the ground is enhanced, further improving the stability and reliability of the track, preventing track displacement, and effectively preventing the garbage truck from deviating from its operating route. Attached Figure Description

[0026] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0027] Figure 1 This is a schematic diagram of the overall structure of the track unit in Embodiment 1 of this utility model;

[0028] Figure 2 yes Figure 1 Enlarged view of the structure at point A in the middle;

[0029] Figure 3 This is a schematic diagram of the anchor in Embodiment 1 of this utility model;

[0030] Figure 4 This is a schematic diagram of the overall structure of the track unit in Embodiment 2 of this utility model.

[0031] in:

[0032] 100, base plate; 200, guide protrusion; 300, anchor; 310, first anchoring section; 320, second anchoring section; 330, third anchoring section; 340, curved section; 400, reinforcement; 410, pad; 420, expansion bolt. Detailed Implementation

[0033] The embodiments of this utility model will be described below with reference to the accompanying drawings and preferred embodiments. The drawings are for illustrative purposes only and should not be construed as limiting the utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. This utility model can also be implemented or applied through other different specific embodiments, and various details in this specification can also be modified or changed based on different viewpoints and applications without departing from the spirit of this utility model. It should be understood that the preferred embodiments are only for illustrating this utility model and not for limiting the scope of protection of this utility model.

[0034] It should be noted that the illustrations provided in the following embodiments are only schematic representations of the basic concept of the present invention. Therefore, the drawings only show the components related to the present invention and are not drawn according to the number, shape and size of the components in actual implementation. In actual implementation, the form, quantity and proportion of each component can be arbitrarily changed, and the layout of the components may also be more complex.

[0035] In the embodiments of this application, unless otherwise explicitly specified and limited, the term "connection" should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, or an integral part; it can be a direct connection or an indirect connection through an intermediate medium.

[0036] In embodiments of this application, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element.

[0037] Example 1

[0038] This embodiment provides, as follows: Figures 1 to 3 An anchored garbage compactor truck track structure is shown for installation in a landfill. It includes at least two symmetrically arranged track units. Each track unit includes: a base plate 100 and a guide protrusion 200. The base plate 100 is mounted on the ground to support the garbage compactor truck. The guide protrusion 200 is fixed to the base plate 100 and extends along the length of the base plate 100 to restrict the direction of travel of the garbage compactor truck. Multiple anchors 300 are installed on the side of the base plate 100 away from the guide protrusion 200 and are buried underground to strengthen the connection between the base plate 100 and the ground. The anchors 300 are evenly distributed along the length of the base plate 100 and symmetrically distributed along the width of the base plate 100.

[0039] In this embodiment, each track unit needs to be assembled in advance. When installing the garbage compactor truck track structure, the longitudinal and transverse foundation steel bars of the landfill are arranged in the landfill before pouring the indoor ground concrete. Then, the track unit is placed in the preset position, and the anchor 300 is connected to the longitudinal and transverse foundation steel bars by welding. Finally, C30 concrete is poured at least up to the bottom surface of the base plate 100 to form a concrete foundation, further enabling the concrete, anchor 300, and base plate 100 to form an integral rigid load-bearing structure. The concrete slump is 120mm ± 20mm, and the compaction degree is ≥98%.

[0040] The base plate 100 provides a stable load for the garbage truck, ensuring the smooth operation of the garbage truck. The guide protrusion 200 enables the garbage truck to run along the predetermined route and prevents the route from deviating. By setting multiple anchors 300 on the base plate 100 and burying the anchors 300 underground by post-cast concrete, the connection strength between the base plate 100 and the ground is increased, further enhancing the stability and reliability of the track, preventing track displacement, and effectively preventing the garbage truck from deviating from its operating route.

[0041] like Figure 3As shown, in this embodiment, each anchor 300 includes a first anchoring section 310, a second anchoring section 320, and a third anchoring section 330. The first anchoring section 310 and the third anchoring section 330 are respectively formed at both ends of the second anchoring section 320 and form an angle with the second anchoring section 320. The first anchoring section 310 is installed on the base plate 100. The third anchoring section 330 is used to connect the reinforcing bars of the landfill concrete foundation (here, the reinforcing bars of the concrete foundation refer to the longitudinal and transverse foundation reinforcing bars of the landfill). The first anchoring section 310 installed on the base plate 100 can increase the connection strength between the base plate 100 and the anchor 300. The third anchoring section 330 connecting the reinforcing bars of the landfill concrete foundation can increase the connection strength between the anchor 300 and the landfill ground, thereby enhancing the connection strength between the base plate 100 and the ground and improving the installation stability of the base plate 100. To ensure a secure connection between the first anchoring section 310 and the base plate 100, the first anchor 300 is welded to the base plate 100 using a full welding method. Similarly, to ensure a secure connection between the third anchoring section 330 and the reinforcing steel of the concrete foundation, the third anchoring section 330 is also welded to the reinforcing steel of the concrete foundation using a full welding method. (Note: Full welding refers to a welding method in which all contact parts of the two workpieces are fused together.)

[0042] In this embodiment, the angle formed between the first anchoring segment 310 and / or the third anchoring segment 330 and the second anchoring segment 320 is 90 degrees. This 90-degree angle allows the anchor 300 to form a regular right-angle structure, enabling it to resist external forces from different directions. For example, when the anchor 300 is subjected to an external force along the direction of the second anchoring segment 320, the movement of both the first anchoring segment 310 and the third anchoring segment 330 along the second anchoring segment 320 is hindered by the concrete, preventing displacement of the anchor 300. Therefore, it exhibits high stability and ensures that the anchor 300 is firmly installed within the concrete foundation.

[0043] To ensure both good anchoring performance and cost-effectiveness, the first anchoring section 310 and the third anchoring section 330 are 50mm long; the second anchoring section 320 is 150mm long, ensuring that the embedment depth of the anchor 300 is at least 150mm. It is worth noting that, to ensure that the end of the anchor 300 furthest from the base plate 100 is encased in concrete, the concrete pouring height is not less than 200mm.

[0044] like Figure 3As shown, in this embodiment, a curved section 340 with a bending radius of 50mm is formed between the first anchoring section 310 and / or the third anchoring section 330 and the second anchoring section 320 to ensure a smooth connection between the first anchoring section 310 and / or the third anchoring section 330 and the second anchoring section 320. The curved section 340 can reduce stress concentration caused by the right-angle connection between the first anchoring section 310 / third anchoring section 330 and the second anchoring section 320, reduce the risk of excessive local stress, and extend the service life of the anchor 300.

[0045] To ensure that the base plate 100 is firmly installed on the ground, six anchors 300 are provided on the base plate 100 and are symmetrically welded to the base plate 100 in a 2×3 rectangle, and each anchor 300 is a Φ20 steel bar.

[0046] like Figure 1 As shown, this embodiment also includes multiple reinforcing members 400, which are mounted on the substrate 100 and evenly distributed along the length of the substrate 100 to reinforce the connection between the substrate 100 and the ground. The reinforcing members 400 increase the number of connection points between the substrate 100 and the ground, further strengthening the connection and improving the stability of the substrate 100 when mounted on the ground. The reinforcing members 400 are located near the edge of the substrate 100 to prevent edge warping and improve safety during use.

[0047] like Figure 2 As shown, in this embodiment, the reinforcement 400 includes a pad 410 and an expansion bolt 420. The pad 410 is located on the side of the substrate 100 away from the ground. One end of the expansion bolt 420 passes through the pad 410 and the substrate 100 in sequence and is fixed in the ground. The pad 410 can increase the contact area between the substrate 100 and the head of the expansion bolt 420, disperse the pressure on the substrate 100, reduce the local pressure on the substrate 100, and prevent the substrate 100 from deforming or cracking, thereby ensuring the structural integrity of the substrate 100. The expansion bolt 420 can form a firm connection in the ground and is easy to install, which can easily enhance the connection strength between the substrate 100 and the ground.

[0048] In order to make the substrate 100 more securely mounted on the ground, the aforementioned reinforcement members 400, which are evenly distributed along the length of the substrate 100, can also be symmetrically arranged in the width direction of the substrate 100.

[0049] In this embodiment, the substrate 100 is made of Q355B steel plate with dimensions of 600mm × 1800mm × 8mm. The surface is hot-dip galvanized, and the zinc coating thickness is at least 80μm. The galvanized steel plate has excellent corrosion resistance, effectively preventing the substrate 100 from rusting; the at least 80μm thick zinc coating provides long-term, reliable protection, extending the service life of the substrate 100.

[0050] like Figure 1 and Figure 2 As shown, in this embodiment, the guide protrusion 200 is a hot-rolled round steel bar with a diameter of 30mm, and it is welded to the base plate 100. The hot-rolled round steel bar has high strength and high hardness, which can resist wheel friction, reduce wear, and is not easily damaged. In order to ensure accurate and firm welding, laser positioning is used for welding the guide protrusion 200, so that the straightness error of the guide protrusion 200 is not greater than 0.5mm / m, and the weld height between the guide protrusion 200 and the base plate 100 is not less than 6mm.

[0051] like Figure 2 As shown, in this embodiment, the distance L from the geometric center of the cross-section of the guide protrusion 200 to one side of the substrate 100 is 39mm-41mm, preferably 40mm, and the installation error is controlled within ±1mm.

[0052] Example 2

[0053] This embodiment is another implementation of the guide protrusion 200 in Embodiment 1, the difference being:

[0054] like Figure 4 As shown, in this embodiment, the guide protrusion 200 is a square steel strip and is integrally formed with the substrate 100. The integrally formed structure eliminates weak connection points between the substrate 100 and the guide protrusion 200, reducing the risk of deformation or damage to the guide protrusion 200 due to insufficient structural strength.

[0055] It is worth noting that, except for the guide protrusion 200, the installation positions and methods of other structures in this embodiment are the same as those in Embodiment 1.

[0056] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make other variations or modifications based on the above description. It is neither necessary nor possible to exhaustively list all possible implementations here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. An anchored waste compactor rail structure for installation in a landfill, comprising at least two symmetrically arranged rail units, characterized in that, Each of the aforementioned orbital units includes: A base plate (100) and a guide protrusion (200) are provided. The base plate (100) is mounted on the ground to support the garbage truck. The guide protrusion (200) is fixed on the base plate (100) and extends along the length of the base plate (100) to limit the direction of travel of the garbage truck. Multiple anchors (300) are installed on the side of the substrate (100) away from the guide protrusion (200) and are buried underground to strengthen the connection between the substrate (100) and the ground; each anchor (300) is evenly distributed in the length direction of the substrate (100) and symmetrically distributed in the width direction of the substrate (100).

2. The anchored waste compactor rail structure according to claim 1, characterized in that, Each of the anchors (300) includes a first anchor section (310), a second anchor section (320), and a third anchor section (330). The first anchor section (310) and the third anchor section (330) are respectively formed at both ends of the second anchor section (320) and form an angle with the second anchor section (320). The first anchor section (310) is installed on the base plate (100). The third anchor section (330) is used to connect the reinforcing bars of the concrete foundation of the landfill.

3. The anchored garbage compactor rail structure according to claim 2, characterized in that, The angle between the first anchoring segment (310) and / or the third anchoring segment (330) and the second anchoring segment (320) is 90 degrees.

4. The anchored garbage compactor rail structure according to claim 2, characterized in that, A curved section (340) is formed between the first anchoring section (310) and / or the third anchoring section (330) and the second anchoring section (320) to allow the first anchoring section (310) and / or the third anchoring section (330) to be smoothly connected to the second anchoring section (320).

5. The anchored garbage compactor rail structure according to claim 1, characterized in that, It also includes a plurality of reinforcing members (400), which are mounted on the substrate (100) and are evenly distributed along the length of the substrate (100) to reinforce the connection between the substrate (100) and the ground.

6. The anchored garbage compactor track structure according to claim 5, characterized in that, The reinforcement component (400) includes a pad (410) and an expansion bolt (420). The pad (410) is located on the side of the substrate (100) away from the ground. One end of the expansion bolt (420) passes through the pad (410) and the substrate (100) in sequence and is then fixed to the ground.

7. The anchored garbage compactor rail structure according to claim 1, characterized in that, The substrate (100) is a galvanized steel sheet, and the thickness of the galvanized layer of the galvanized steel sheet is at least 80 μm.

8. The anchored garbage compactor rail structure according to claim 1, characterized in that, The guide protrusion (200) is a hot-rolled round steel bar and is welded to the substrate (100).

9. The anchored garbage compactor rail structure according to claim 1, characterized in that, The guide protrusion (200) is a square steel strip and is integrally formed with the substrate (100).

10. An anchored waste compactor rail structure according to claim 8 or 9, characterized in that, The distance L from the geometric center of the cross-section of the guide protrusion (200) to one side of the substrate (100) is 39mm-41mm.

Images