Beam storage pedestal suitable for various types of railway prestressed concrete box girders

Abstract

The utility model discloses a beam storage pedestal suitable for various beam types of railway prestressed concrete box beams. The beam storage pedestal comprises end foundation bottom plates, end foundations, a middle foundation bottom plate and a middle foundation, and the middle foundation bottom plate is placed between the two end foundation bottom plates. An end foundation is arranged on each end foundation bottom plate, a middle foundation is arranged on the middle foundation bottom plate, and three fixed pedestal seats are arranged on the two end foundation bottom plates and the middle foundation at intervals. According to the utility model, the foundation bottom plates with different longitudinal distances and the fixed pedestal with different transverse distances on the foundation bottom plates are arranged, so that the aim of adapting to various types of railway prestressed concrete box girders is fulfilled, the universality of the pedestal and the overall utilization rate of temporary land are improved, the temporary land cost is reduced, and the construction cost is reduced; the railway prestressed concrete box girder storage device meets the bearing capacity requirement of railway prestressed concrete box girder storage, reduces use of drilling piles, shortens the construction period, and improves economic benefits.

Description

Technical Field

[0001] This utility model relates to the field of bridge construction, and in particular to a beam storage platform that is adaptable to various beam types of prestressed concrete box girders for railways. Background Technology

[0002] After precast construction, railway prestressed concrete box girders are generally stored on concrete platforms. Currently, one type of platform can only be matched with one type of railway prestressed concrete box girder. Although this method is feasible, it has the following problems: 1. The beam length and beam type of various railway prestressed concrete box girders have poor versatility. If there are multiple beam lengths and beam types, a wide variety of platforms are required, resulting in low utilization and poor economy, which is not conducive to the construction of large-scale precast railway prestressed concrete box girder bodies; 2. After the erection of a railway prestressed concrete box girder of one beam type, the corresponding platform will be idle and needs to be demolished and remade to accommodate the storage of railway prestressed concrete box girders of other beam types. Moreover, the construction time of the platform is long, which cannot meet the needs of rapid construction. Summary of the Invention

[0003] The purpose of this utility model is to provide a beam storage platform that can adapt to various beam types of railway prestressed concrete box girders. By setting foundation plates with different longitudinal spacing and fixed pads with different transverse spacing on the foundation plates, it is possible to store railway prestressed concrete box girders of different beam types and lengths, thereby improving the versatility of the platform, saving construction costs, and reducing temporary land use costs.

[0004] The purpose of this utility model is achieved as follows.

[0005] A beam storage platform adaptable to various beam types of prestressed concrete box girders for railways is characterized by comprising two end foundation plates, two end foundations, a middle foundation plate, and a central foundation. Both end foundation plates and the middle foundation plate are set on a compacted foundation, with the middle foundation plate positioned between the two end foundation plates. An end foundation is provided on top of each end foundation plate, and a middle foundation is provided on top of the middle foundation plate. A first fixed pad, a second fixed pad, and a third fixed pad are spaced apart on both end foundation plates and the middle foundation. The spacing between the second fixed pad, the third fixed pad, and the first fixed pad is arranged according to the beam type of the prestressed concrete box girder for railways.

[0006] Furthermore, the two end foundation plates and one middle foundation plate are set on the same straight line, the length of the middle foundation plate is equal to the length of the end foundation plates, and the width of the middle foundation plate is less than the width of the end foundation plates.

[0007] Furthermore, the two end foundations and one central foundation are located on the same straight line, the length of the central foundation is equal to the length of the end foundations, and the width of the central foundation is less than the width of the end foundations.

[0008] Furthermore, the top surfaces of the first fixed pad, the second fixed pad, and the third fixed pad are all at the same elevation, and the first fixed pad, the second fixed pad, and the third fixed pad at the same position on the two end foundations and the middle foundation are all on the same straight line.

[0009] Furthermore, the first fixed pad, the second fixed pad, and the third fixed pad are not arranged at equal intervals; the distance between the first fixed pad and the second fixed pad is greater than the distance between the second fixed pad and the third fixed pad.

[0010] Compared with the prior art, the beneficial effects of this utility model are:

[0011] 1. This utility model adapts to railway prestressed concrete box girders of different lengths by setting two end foundation plates with different longitudinal spacing and a middle foundation plate; and sets fixed pads with different transverse spacing on the three foundation plates, that is, by combining three types of fixed pads, it adapts to railway prestressed concrete box girders of different beam types, thereby achieving the purpose of storing railway prestressed concrete box girders of different beam types, improving the overall utilization rate of temporary land, reducing the cost of temporary land, and lowering construction costs.

[0012] 2. The use of rammed earth foundations and concrete base slabs at the bottom of both end foundations and one central foundation shortened the construction period, reduced project construction costs, and improved economic efficiency.

[0013] 3. It can replace the traditional concrete beam storage platform, improving the platform's versatility and increasing beam storage efficiency. Attached Figure Description

[0014] Figure 1 This is a front view schematic diagram of the first type of railway prestressed concrete box girder of this utility model;

[0015] Figure 2 This is a front view schematic diagram of the second type of railway prestressed concrete box girder of this utility model;

[0016] Figure 3 for Figure 1 Top view (railway prestressed concrete box girder not shown);

[0017] The following are the labels in the diagram: 1. End foundation slab; 2. End foundation; 3. First fixed pad; 4. Second fixed pad; 5. Third fixed pad; 6. Railway prestressed concrete box girder; 7. Middle foundation slab; 8. Middle foundation. Detailed Implementation

[0018] The present invention will be further described in detail below with reference to the accompanying drawings and embodiments. Each part has only one name, such as: end base plate 1, end base 1.

[0019] A beam storage platform adaptable to various beam types of prestressed concrete box girders for railways includes two end foundation plates 1, two end foundations 2, a central foundation plate 7, and a central foundation 8. The two end foundation plates 1 and the central foundation plate 7 are all set on a compacted foundation, with the central foundation plate 7 placed between the two end foundation plates 1. The central foundation plate 7 is located between the two end foundation plates 1. An end foundation 2 is located on top of each end foundation plate 1, and a central foundation 8 is located on top of the central foundation plate 7. A first fixed pad 3, a second fixed pad 4, and a third fixed pad 5 are spaced apart on both end foundation plates 1 and the central foundation 8. The spacing between the second fixed pad 4, the third fixed pad, and the first fixed pad 5 is arranged according to the beam type of the prestressed concrete box girder for railways.

[0020] Two end foundation plates 1 and one middle foundation plate 7 are set on the same straight line. The length of the middle foundation plate 7 is equal to the length of the end foundation plates 1, and the width of the middle foundation plate 7 is less than the width of the end foundation plates 1.

[0021] Two end foundations 2 and one middle foundation 8 are located on the same straight line. The length of the middle foundation 8 is equal to the length of the end foundations 2, and the width of the middle foundation 8 is less than the width of the end foundations 2.

[0022] The top surfaces of the first fixed pad 3, the second fixed pad 4, and the third fixed pad 5 are all at the same elevation. The first fixed pad 3, the second fixed pad 4, and the third fixed pad 5 at the same position on the two end foundations 2 and the middle foundation 8 are all on the same straight line.

[0023] The first fixed pad 3, the second fixed pad 4, and the third fixed pad 5 are not arranged at equal intervals. The distance between the first fixed pad 3 and the second fixed pad 4 is greater than the distance between the second fixed pad 4 and the third fixed pad 5.

[0024] Working principle:

[0025] 1. When storing different railway prestressed concrete box girders 6, one end of the bottom of the railway prestressed concrete box girder 6 contacts the first fixed pad 3 and the second fixed pad 4 on one end foundation 2, and the other end of the bottom of the railway prestressed concrete box girder 6 is placed on the first fixed pad 3 and the second fixed pad 4 on the middle foundation 8 (for railway prestressed concrete box girder 6 with a shorter length), or the other end of the bottom of the railway prestressed concrete box girder 6 is placed on the first fixed pad 3 and the second fixed pad 4 on another end foundation 2 (for railway prestressed concrete box girder 6 with a longer length).

[0026] 2. When storing precast railway prestressed concrete box girders 6 of different beam types, one side of the railway prestressed concrete box girder 6 is placed on two or three first fixed pads 3 located on the same side, and the other side of the railway prestressed concrete box girder 6 is placed on a second fixed pad 4 or a third fixed pad 5 located on the other side.

[0027] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A beam storage platform adaptable to various beam types of prestressed concrete box girders in railways, characterized in that: It includes two end foundation slabs, two end foundations, one middle foundation slab, and one middle foundation. The two end foundation slabs and one middle foundation slab are all placed on a compacted foundation, with the middle foundation slab placed between the two end foundation slabs. An end foundation is provided on top of each end foundation slab, and a middle foundation is provided on top of the middle foundation slab. A first fixed pad, a second fixed pad, and a third fixed pad are provided at intervals on both end foundation slabs and the middle foundation. The spacing between the second fixed pad, the third fixed pad, and the first fixed pad is arranged according to the beam type of the box girder.

2. The beam storage platform adaptable to various beam types of prestressed concrete box girders for railways according to claim 1, characterized in that: The two end foundation slabs and one middle foundation slab are located on the same straight line. The length of the middle foundation slab is equal to the length of the end foundation slabs, and the width of the middle foundation slab is less than the width of the end foundation slabs.

3. The beam storage platform adaptable to various beam types of prestressed concrete box girders for railways according to claim 1 or 2, characterized in that: Two end foundations and one central foundation are located on the same straight line. The length of the central foundation is equal to the length of the end foundations, and the width of the central foundation is less than the width of the end foundations.

4. The beam storage platform adaptable to various beam types of prestressed concrete box girders for railways according to claim 1, characterized in that: The top surfaces of the first fixed pad, the second fixed pad, and the third fixed pad are all at the same elevation. The first fixed pad, the second fixed pad, and the third fixed pad at the same position on the two end foundations and the middle foundation are all on the same straight line.

5. The beam storage platform adaptable to various beam types of prestressed concrete box girders for railways according to claim 4, characterized in that: The first fixed pad, the second fixed pad, and the third fixed pad are not arranged at equal intervals; the distance between the first fixed pad and the second fixed pad is greater than the distance between the second fixed pad and the third fixed pad.

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