Track foundation of gantry crane

By using the design of adjustable extensions in the track foundation of the gantry crane, the problem of matching track support beams at the special-shaped enlarged section is solved, and construction efficiency and support capacity are improved.

CN222475947UActive Publication Date: 2025-02-14SHANGHAI BAOYE GRP CORP
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Patent Information

Application Number
CN202421262507.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-04
Publication Date
2025-02-14
Estimated Expiration
2034-06-04

AI Technical Summary

Technical Problem

During the construction process of a construction site, due to terrain factors, the crown beam retaining wall will have special shapes, resulting in the inability to directly lay the track support beams. The existing solutions require the design of each support horn separately, which is relatively low in construction efficiency.

Method used

Design a track foundation for a gantry crane, by adding an extension at the end of the second support part in the first support body, the track support beam at the special-shaped enlarged section and the track support beam at the vertical standard section form a horizontal line. , only need to change the length of the extension to match.

Benefits of technology

It improves construction efficiency, reduces the need for individual design of beef leg support, enhances the matching and support capabilities of track support beams, and is suitable for construction of special-shaped enlarged sections.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of gantry crane installation and construction, in particular to a gantry crane track foundation which comprises a first supporting body and a second supporting body, the first supporting body comprises a first supporting part and a second supporting part, the first supporting part is placed in an installation groove formed in the side wall of a top beam retaining wall and fixedly connected with the top beam retaining wall, and the second supporting part is placed in an installation groove formed in the side wall of the top beam retaining wall. The end, away from the first supporting part, of the second supporting part is fixedly connected with an extending part, the extending part abuts against the outer side of the second supporting part, the second supporting body is fixed to the bottom of the second supporting part, and the second supporting body abuts against the side wall of the crown beam retaining wall. The extending part is additionally arranged at the end part of the second supporting part in the first supporting body, so that the rail supporting beam at the special-shaped expanding section and the rail supporting beam at the vertical standard section form a horizontal line; and it can be guaranteed that the track supporting beam of the special-shaped expansion section and the track supporting beam at the vertical standard section are matched to form a horizontal line only by changing the length of the extension part, and the field operation efficiency is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of gantry crane installation and construction, in particular to a track foundation of a gantry crane. Background Art

[0002] Gantry crane is the most commonly used lifting equipment on construction sites. It is a tool used to lift steel bars, concrete, pipes and other materials used in construction. It is an indispensable equipment on the construction site.

[0003] Open cut method is the most commonly used construction method for subway stations. This construction method has a short construction period, saves costs, and has a large working area. This construction method will also use a gantry crane to assist in on-site construction. In order to allow the gantry crane to move normally, track support beams are usually laid on the standard section crown beam retaining wall to assist the movement of the gantry crane.

[0004] However, during the construction process at the construction site, due to terrain factors, the crown beam retaining wall will have a special-shaped expansion section. At this time, the track support beam cannot be directly laid on the crown beam retaining wall. The existing solution is to cast a corbel on the side wall of the crown beam retaining wall so that the track support beam of the special-shaped expansion section matches the track support beam at the vertical standard section to form a horizontal line. However, the supporting corbel of each special-shaped expansion section needs to be designed separately, and the construction efficiency is low. Summary of the invention

[0005] In order to solve the problem that each supporting corbel of the existing special-shaped expansion section needs to be designed separately, the utility model proposes a track foundation for a gantry crane, by adding an extension part at the end of the second supporting part in the first supporting body, so that the track support beam at the special-shaped expansion section and the track support beam at the vertical standard section form a horizontal line, and it is only necessary to change the length of the extension part to ensure that the track support beam of the special-shaped expansion section and the track support beam at the vertical standard section match to form a horizontal line, so that the gantry crane can operate normally from the beginning to the end of the construction, thereby improving the on-site operation efficiency.

[0006] In order to achieve the above-mentioned purpose, the technical solution of the utility model is: a track foundation of a gantry crane, fixed to one side of a crown beam retaining wall, including a first support body and a second support body, the first support body includes a first support part and a second support part, the first support part is placed in a mounting groove provided in the side wall of the crown beam retaining wall and is fixedly connected to the crown beam retaining wall, the second support part is fixedly connected to an extension part at one end away from the first support part, the extension part abuts against the outer side of the second support part, the second support body is fixed to the bottom of the second support part, and the second support body abuts against the side wall of the crown beam retaining wall. The end of the second support part in the first support body is directly inserted into the inner side of the extension part and is fixedly connected to the first support body.

[0007] Furthermore, a first embedded part and a second embedded part are fixed on the crown beam retaining wall, the first embedded part is provided with a first embedded bolt, and the second embedded part is provided with a second embedded bolt. The first embedded part is fixedly connected to the first support body by the first embedded bolt, and the second embedded part is fixedly connected to the second support body by the second embedded bolt.

[0008] Furthermore, the first support body is provided with a plurality of first reinforcing plates, each of which is provided with a first mounting hole that cooperates with the first embedded bolt, and the second support body is provided with a plurality of second reinforcing plates, each of which is provided with a second mounting hole that cooperates with the second embedded bolt.

[0009] Furthermore, symmetrical wing plates are fixed on both sides of the second support portion. By arranging symmetrical wing plates on both sides of the second support portion, the second support portion is widened, the contact area between the second support portion and the side wall of the crown beam retaining wall is increased, and the horizontal bearing capacity of the first support body is improved.

[0010] Furthermore, the extension part is provided with a plurality of third mounting holes, the second support part is provided with a plurality of fourth mounting holes matched with the third mounting holes, and bolts are passed through the third mounting holes and the fourth mounting holes to achieve the fixing of the second support part and the extension part. The third mounting hole is matched with the fourth mounting hole so that the extension part is stably fixed to the end of the second support part of the first support body.

[0011] Furthermore, at least one third reinforcing plate is provided in the first support body, and the third reinforcing plate is perpendicular to the first reinforcing plate, so as to increase the structural strength of the first support body and improve the supporting strength of the first support body.

[0012] Furthermore, at least one fourth reinforcing plate is provided in the second support body, and the fourth reinforcing plate is perpendicular to the second reinforcing plate, so as to increase the structural strength of the second support body and improve the supporting strength of the second support body.

[0013] Through the above technical scheme, the beneficial effects of the utility model are as follows: the extension portion fixed at the end of the second support portion in the first support body of the utility model lengthens the support length of the first support body, and only the length of the extension portion needs to be changed to ensure that the track support beam of the special-shaped expansion section matches the track support beam at the vertical standard section to form a horizontal line. Compared with the separately designed corbel support, it can be more convenient to construct and improve on-site work efficiency. The first support portion of the first support body and the second support body fixed at the lower end of the first support body are fixed on the side wall of the crown beam retaining wall, and at the same time bear the gravity of the track support beam, with large supporting capacity and strong versatility. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a top view of the utility model installing the driving track at the special-shaped enlarged section;

[0015] Figure 2 An exploded view of a structure for installing a track foundation on the side wall of a crown beam retaining wall according to the utility model;

[0016] Figure 3 It is a partial top view of the first support body and the wing plate of the utility model;

[0017] Figure 4 It is a side view of the utility model installing the track foundation on the side wall of the crown beam retaining wall;

[0018] Figure 5 This is a side view of the utility model in which the track foundation is installed on the side wall of the crown beam retaining wall, excluding the extension part.

[0019] The numbers in the accompanying drawings are: 1 is a crown beam retaining wall, 2 is a track support beam, 3 is a mounting groove, 4 is a driving track, 6 is a second support body, 7 is a first support part, 8 is a second support part, 9 is an extension part, 10 is a first embedded part, 11 is a second embedded part, 12 is a first embedded bolt, 13 is a second embedded bolt, 14 is a first reinforcement plate, 15 is a first mounting hole, 16 is a second reinforcement plate, 17 is a second mounting hole, 18 is a wing plate, 19 is a third mounting hole, 20 is a fourth mounting hole, 21 is a third reinforcement plate, and 22 is a fourth reinforcement plate. DETAILED DESCRIPTION

[0020] The utility model is further described below in conjunction with the accompanying drawings and specific embodiments:

[0021] like Figure 1 to Figure 5 As shown, this embodiment provides a track foundation of a gantry crane, which is fixed to one side of a crown beam retaining wall 1 and includes a first support body and a second support body 6;

[0022] The first support body includes a first support portion 7 and a second support portion 8. The first support portion 7 is placed in the installation groove 3 opened on the side wall of the crown beam retaining wall 1 and is fixedly connected to the crown beam retaining wall 1. The second support portion 8 is fixedly connected to an extension portion 9 at one end away from the first support portion 7, and the extension portion 9 abuts against the outer side of the second support portion 8.

[0023] like Figure 4 As shown, the fixed connection between the first support part 7 and the crown beam retaining wall 1 is achieved as follows: a first embedded part 10 is fixed on the crown beam retaining wall 1, and a first embedded bolt 12 is provided on the first embedded part 10, and the first embedded part 10 is fixedly connected to the first support body through the first embedded bolt 12. The first support body is provided with a plurality of first reinforcing plates 14, and each first reinforcing plate 14 is provided with a first mounting hole 15 matched with the first embedded bolt 12.

[0024] like Figure 4As shown, the fixed connection between the second support body 6 and the crown beam retaining wall 1 is achieved as follows: a second embedded part 11 is fixed on the crown beam retaining wall 1, and a second embedded bolt 13 is provided on the second embedded part 11, and the second embedded part 11 is fixedly connected to the second support body 6 through the second embedded bolt 13. Among them, a plurality of second reinforcing plates 16 are provided on the second support body 6, and each second reinforcing plate 16 is provided with a second mounting hole 17 matched with the second embedded bolt 13, and the second support body 6 is welded and fixed to the bottom of the second support portion 8, and the second support body 6 abuts against the side wall of the crown beam retaining wall 1.

[0025] In this embodiment, the first embedded part 10 and the second embedded part 11 are both an integral steel plate.

[0026] The above-mentioned first support body and second support body 6 are fixed to the side wall of the crown beam retaining wall 1 by means of embedded bolts, so as to bear the vertical force, and also the extension part 9 is connected to the end of the second support part 8 away from the first support part 7 to bear the vertical force and horizontal force applied to the extension part 9 by the rail support beam 2.

[0027] The fixed connection between the end of the second support portion 8 away from the first support portion 7 and the extension portion 9 is achieved as follows: a plurality of third mounting holes 19 are provided on the extension portion 9, a plurality of fourth mounting holes 20 are provided on the second support portion 8 to match the third mounting holes 19, and bolts are inserted into the third mounting holes 19 and the fourth mounting holes 20 to achieve the fixation of the second support portion 8 and the extension portion 9. In another embodiment, the extension portion 9 can also be welded to the second support portion 8 through a plurality of welding points after the end of the second support portion 8 extends into the extension portion 9.

[0028] In this embodiment, symmetrical wing plates 18 are fixed on both sides of the second support portion 8. The wing plates 18 are welded and fixed to the sides of the second support portion 8. By arranging symmetrical wing plates 18 on both sides of the second support portion 8, the second support portion 8 is widened, the contact area between the second support portion 8 and the side wall of the crown beam retaining wall 1 is increased, and the horizontal bearing capacity of the first support body is improved.

[0029] In this embodiment, at least one third reinforcing plate 21 is further provided in the first support body, and the third reinforcing plate 21 is perpendicular to the first reinforcing plate 14 . At least one fourth reinforcing plate 22 is further provided in the second support body 6 , and the fourth reinforcing plate 22 is perpendicular to the second reinforcing plate 16 .

[0030] In this embodiment, a steel plate (not shown in the figure) is fixed on the top of the track foundation to install the track support beam 2.

[0031] The construction process of installing the track foundation of the gantry crane on the crown beam retaining wall 1: first, reserve the installation groove 3, the first embedded part 10, the second embedded part 11, the first embedded bolt 12 and the second embedded bolt 13 on the side wall of the crown beam retaining wall 1, and then transport the track foundation with the extension part 9 of appropriate length installed to the site for installation; first insert the first support part 7 in the first support body into the installation groove 3, and then fix the first embedded bolt 12 and the second embedded bolt 13 on the first reinforcement plate 14 and the second reinforcement plate 16 through the first installation hole 15 and the second installation hole 17 respectively. At this time, the single track foundation on the gantry crane is installed.

[0032] In order to ensure that the track support beam 2 of the special-shaped expansion section matches the track support beam 2 at the vertical standard section to form a horizontal line (such as Figure 1 ), different lengths of extensions 9 should be selected to adapt to the crown beam retaining wall 1 at different expansion sections, and when the length of the first support body is sufficient, there is no need to fix the extension 9 (such as Figure 5 ).

[0033] The embodiments described above are only preferred embodiments of the present invention and are not intended to limit the scope of implementation of the present invention. Therefore, any equivalent changes or modifications made based on the structures, features and principles described in the patent scope of the present invention should be included in the patent application scope of the present invention.

Claims

1. A track foundation of a gantry crane, fixed to one side of a crown beam retaining wall (1), characterized in that: It comprises a first support and a second support (6); The first support body comprises a first support portion (7) and a second support portion (8); the first support portion (7) is placed in a mounting groove (3) provided on a side wall of the crown beam retaining wall (1) and is fixedly connected to the crown beam retaining wall (1); an end of the second support portion (8) away from the first support portion (7) is fixedly connected to an extension portion (9), and the extension portion (9) abuts against an outer side of the second support portion (8); The second support body (6) is fixed to the bottom of the second support portion (8), and the second support body (6) abuts against the side wall of the crown beam retaining wall (1).

2. A track foundation for a gantry crane according to claim 1, characterized in that: A first embedded part (10) and a second embedded part (11) are fixed to the crown beam retaining wall (1); the first embedded part (10) is provided with a first embedded bolt (12); the second embedded part (11) is provided with a second embedded bolt (13); the first embedded part (10) is fixedly connected to the first support body via the first embedded bolt (12); and the second embedded part (11) is fixedly connected to the second support body (6) via the second embedded bolt (13).

3. A track foundation for a gantry crane according to claim 2, characterized in that: The first support body is provided with a plurality of first reinforcing plates (14), each of which is provided with a first mounting hole (15) that cooperates with the first embedded bolt (12); the second support body (6) is provided with a plurality of second reinforcing plates (16), each of which is provided with a second mounting hole (17) that cooperates with the second embedded bolt (13).

4. The track foundation of a gantry crane according to claim 1, characterized in that: Symmetrical wing plates (18) are fixed on both sides of the second support portion (8).

5. The track foundation of a gantry crane according to claim 1, characterized in that: The extension portion (9) is provided with a plurality of third mounting holes (19), the second support portion (8) is provided with a plurality of fourth mounting holes (20) that cooperate with the third mounting holes (19), and bolts are inserted into the third mounting holes (19) and the fourth mounting holes (20) to achieve fixation of the second support portion (8) and the extension portion (9).

6. The track foundation of a gantry crane according to claim 3, characterized in that: At least one third reinforcing plate (21) is also provided in the first supporting body, and the third reinforcing plate (21) is perpendicular to the first reinforcing plate (14).

7. The track foundation of a gantry crane according to claim 3, characterized in that: At least one fourth reinforcing plate (22) is also provided in the second supporting body (6), and the fourth reinforcing plate (22) is perpendicular to the second reinforcing plate (16).