Steel box girder supporting structure

Abstract

The utility model discloses a steel box girder support structure, relates to civil construction technical field, wherein the steel box girder support structure includes foundation structure, said steel box girder support structure also includes a plurality of buttress piece and measuring piece, a plurality of buttress piece all includes steel frame structure and cushion block piece, a plurality of steel frame piece is installed on the foundation structure, and the cushion block piece is installed on the foundation structure. The cushion block pieces are movably installed at the upward end of the steel frame piece in the vertical direction, the measuring piece comprises a plurality of measuring ends, the multiple measuring ends are arranged on the multiple cushion block pieces respectively and used for reflecting the height difference of the multiple cushion block pieces, and the multiple measuring ends are communicated with one another. According to the related structure in the scheme, the supporting height of the supporting structure can be kept at the same horizontal height as much as possible, the stability of the steel box girder in the storage process is improved, and the good application prospect is achieved.

Description

TECHNICAL FIELD

[0001] The utility model relates to civil engineering technical field especially relates to a steel box girder support structure. BACKGROUND

[0002] Steel box girder is important load -bearing structure in road bridge building structure, its structure contains multiple constituent units, and has great weight. Before its putting into use, multiple steel box girders need to be stored uniformly, steel box girder is heavy, in the process of long -time storage, steel box girder is vulnerable to external environment, for example, ordinary site can make steel box girder uneven force, and lead to girder body deformation, or environmental humidity is greater, and steel box girder is vulnerable to rust. CONTENT OF UTILITY MODEL

[0003] The utility model discloses a steel box girder support structure, which aims to solve the problem of uneven force of traditional steel box girder storage site, which leads to girder body deformation.

[0004] To achieve the above object, the steel box girder support structure provided by the utility model comprises:

[0005] The steel box girder support structure further comprises:

[0006] A plurality of pier pieces, each comprising a steel frame structure and a cushion piece, a plurality of the steel frame pieces are installed on the foundation structure, and the cushion piece is movably installed at the upward end of the steel frame piece in the vertical direction; and

[0007] A measuring piece comprising a plurality of measuring ends, each of the measuring ends is arranged on a corresponding cushion piece to reflect the height difference of the cushion pieces, and the measuring ends are interconnected.

[0008] In an embodiment, the cushion piece is movably installed at the upward end of the steel frame structure in the vertical direction, and a gasket structure is arranged between the cushion piece and the end of the steel frame structure.

[0009] In an embodiment, an installation hole is arranged on the upward end face of the steel frame structure.

[0010] The cushion piece comprises a block portion and a guide rod portion, the guide rod portion is arranged at one end of the block portion, and the guide rod portion is movably installed in the installation hole.

[0011] The gasket structure is arranged between the steel frame structure and the block portion.

[0012] In an embodiment, the gasket structure comprises a gasket body, and a clearance notch is arranged on the gasket body corresponding to the guide rod portion.

[0013] In an embodiment, the measuring end comprises a spherical portion and a measuring tube.

[0014] The ball part is installed on the horizontal side of the block part, the measuring tube is arranged on the ball part in the vertical direction and connected to the inner cavity of the ball part, and an opening is arranged on the upper end of the measuring tube.

[0015] In an embodiment, the measuring part further comprises a plurality of connecting tubes, each of which is arranged between two ball parts to connect the two ball parts to each other;

[0016] At least one of the connecting tubes is provided with a water inlet pipe extending in the vertical direction.

[0017] The connecting tube and the ball part are connected by threads.

[0018] In an embodiment, the measuring tube is at least partially transparent, and the outer wall of the measuring tube is provided with scale lines.

[0019] In an embodiment, the block part is made of wood material; and / or,

[0020] Each of the steel frame structures is arranged at the intersection position of the web plate and the partition plate of the steel box girder.

[0021] In an embodiment, the foundation structure comprises a gravel layer and a concrete layer, the concrete layer is arranged on the gravel layer, and the concrete layer is provided with a plurality of upward protruding mounting parts, and the steel frame structure is arranged on the mounting part.

[0022] In an embodiment, one side of the concrete layer corresponding to the plurality of steel frame structures is provided with a drainage groove, and the upper end surface of the concrete layer is inclined, and the inclination direction is downward from the middle position to the drainage groove.

[0023] In the technical scheme of the utility model, the four steel frame structures are arranged in the shape of four points of a rectangle, thereby forming four evenly spaced support points on the foundation structure. The upper end support surface of the foundation structure is relatively flat and has a certain support strength after processing, which can effectively prevent the steel frame structure from sinking due to the weight. In actual use, the vertical support height of the cushion block on the steel frame structure can be adjusted, so that the support surfaces of the plurality of cushion blocks are located on the same horizontal plane, and the steel box girder can be uniformly stressed as much as possible. The measuring ends are respectively installed on the cushion blocks, which can reflect the height difference between the cushion blocks, thereby providing an effective reference for the vertical adjustment of the cushion blocks. Compared with the traditional steel box girder support method, the above structure in the present scheme has higher reliability and is easy to implement, and has good application prospect. Attached Figure Description

[0024] 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 the structures shown in these drawings without creative effort.

[0025] Figure 1 An exploded structural diagram of an embodiment of the steel box girder support structure provided by this utility model;

[0026] Figure 2 for Figure 1 Enlarged structural diagram at point A in the middle;

[0027] Figure 3 for Figure 1 Schematic diagram of the installation of the middle gasket structure on the steel frame structure;

[0028] Figure 4 for Figure 1 Schematic diagram of the structure of the intermediate pad block.

[0029] Explanation of icon numbers:

[0030] 100. Steel box girder support structure; 1. Foundation structure; 11. Crushed stone layer; 12. Concrete layer; 121. Installation part; 122. Drainage channel; 2. Support pier; 21. Steel frame structure; 211. Mounting hole; 22. Pad block; 221. Block part; 222. Guide rod part; 3. Gasket structure; 31. Clearance groove; 4. Measuring part; 41. Measuring end; 411. Spherical part; 412. Measuring tube; 4121. Opening; 42. Connecting pipe; 421. Water inlet pipe.

[0031] The realization of the purpose, functional features and advantages of this utility model will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0032] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present utility model.

[0033] It should be noted that if the embodiments of this utility model involve directional indicators (such as up, down, left, right, front, back, etc.), the directional indicators are only used to explain the relative positional relationship and movement of the components in a specific posture. If the specific posture changes, the directional indicators will also change accordingly.

[0034] Furthermore, if the embodiments of this utility model involve descriptions such as "first" or "second," these descriptions are for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the use of "and / or" or "and / or" throughout the text includes three parallel solutions. For example, "A and / or B" includes solution A, solution B, or a solution where both A and B are satisfied simultaneously. Furthermore, the technical solutions of the various embodiments can be combined with each other, but this must be based on the ability of those skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0035] Steel box girders are important load-bearing structures in road and bridge construction. They consist of multiple constituent units and are extremely heavy. Before being put into use, multiple steel box girders need to be stored together. Due to their weight, steel box girders are susceptible to external environmental influences during long-term storage. For example, ordinary sites can cause uneven stress on the steel box girders, leading to deformation, or high humidity can cause them to rust.

[0036] This utility model proposes a steel box girder support structure 100 to solve the above problems.

[0037] Please see Figures 1 to 4 In one embodiment of this utility model, a support structure is mainly provided for storing steel box girders. Steel box girders are important load-bearing structures in road and bridge construction, containing multiple constituent units and possessing immense weight. Before being put into use, multiple steel box girders need to be stored uniformly. During storage, the steel box girders are susceptible to external environmental influences. For example, due to the large self-weight of the steel box girder, unevenness in the support structure can easily cause internal structural deformation, thus affecting its overall rigidity. Alternatively, poor drainage in the support structure can lead to premature corrosion of the outer surface of the steel box girder after prolonged contact with rainwater. To minimize the impact of the external environment on the steel box girder structure, this embodiment proposes a steel box girder support structure 100, which includes multiple support members 2 and measuring members 4. Specifically, the support members 2 include a steel frame structure 21 and pad blocks 22, such as...Figure 1 As shown, the multiple steel frame structures 21 are specifically configured as four, arranged in a rectangular four-point configuration, thus forming four evenly spaced support points on the foundation structure 1. The upper support surface of the foundation structure 1 is relatively flat and, after treatment, possesses a certain supporting strength, effectively preventing the steel frame structures 21 from sinking due to load. In use, the corresponding pad blocks 22 are vertically mounted on the upward-facing end of the steel frame components. During actual use, the vertical support height of the pad blocks 22 on the steel frame structure 21 can be adjusted, ensuring that the support surfaces of the multiple pad blocks 22 are on the same horizontal plane, allowing the steel box girder to bear force as evenly as possible. The measuring component 4 includes multiple measuring ends 41, which are respectively installed on multiple pad blocks 22 and are interconnected. Through the interconnected multiple measuring ends 41, the height difference between the multiple pad blocks 22 can be reflected, thereby providing an effective reference for the vertical adjustment of the pad blocks 22.

[0038] Specifically, the pad block 22 is slidably mounted vertically on the upward end of the steel frame structure 21. A shim structure 3 is provided between the pad block 22 and the end of the steel frame structure 21. By adding or removing the corresponding shim structure 3, the height of the support surface of the pad block 22 can be adjusted. It is conceivable that the shim structure 3 can be configured as a sheet structure of various thicknesses, allowing for selective combination based on the vertical differences of multiple pad blocks 22, thereby forming shim combinations with different support thicknesses to suit different adjustment scenarios.

[0039] Specifically, a mounting hole 211 is provided on the upward end face of the steel frame structure 21. The pad block 22 includes a block portion 221 and a guide rod portion 222. During installation, the guide rod portion 222 is slidably installed at the mounting hole 211, and the block portion 221 is located at the upward end of the steel frame structure 21. When adjusting the support height of the block portion 221, a corresponding shim structure 3 can be added between the upper end of the steel frame structure 21 and the block portion 221. It should also be noted that the above adjustment process is generally performed before placing the steel box girder on the block portion 221. If, during the support of the steel box girder, part of the block portion 221 sinks, a jacking structure, such as a jack, can be placed inside the steel frame structure 21 with its end aligned with the downward end of the guide rod portion 222. The block portion 221 can be lifted by the jack, and then the shim structure 3 can be added between the end of the steel frame structure 21 and the block portion 221.

[0040] In order to achieve the above-mentioned adjustment of the pad structure 3 during the support process, in this embodiment, the pad body is provided with a clearance slot 31 corresponding to the guide rod part 222. When the corresponding pad structure 3 is actually added between the steel frame structure 21 and the block part 221, the clearance slot 31 is aligned with the guide rod part 222, so that the pad structure 3 can be placed in the middle position between the steel frame structure 21 and the block part 221, making the operation process more convenient.

[0041] The measuring end 41 includes a spherical part 411 and a measuring tube 412. The spherical part 411 is installed on the side wall of the block part 221. The spherical part 411 is a hollow sphere with a hole structure at its upward position for installing the measuring tube 412. The measuring tube 412 has a vertical cavity and an opening 4121 at its upward end. The air pressure inside and outside the measuring tube 412 can be balanced through the opening 4121.

[0042] Specifically, this scheme uses water as the measurement medium for levelness. For example, Figure 1 As shown, the multiple spherical sections 411 are interconnected via connecting pipes 42. In actual use, a certain amount of water is injected into the connecting pipes 42 and the multiple spherical sections 411 through the water inlet pipe 421. The amount of water injected needs to form a water column of a certain height in the multiple measuring pipes 412. In actual use, the height of the water column in the multiple measuring pipes 412 reflects the height of the corresponding block section 221. It can be imagined that if the multiple block sections 221 are at the same vertical height, then the height of the water column in the multiple measuring pipes 412 should be at the same height. If the height of the water column in the corresponding measuring pipe 412 is lower, it reflects that the height of the block section 221 at the corresponding position is higher than that of other block sections 221, and vice versa. In this way, the height of the water column in the measuring tube 412 can be reflected as the vertical height difference of the corresponding block part 221, thereby facilitating the adjustment of the support height of the corresponding block part 221 by relevant technicians.

[0043] In addition, to facilitate the installation and disassembly of the entire structure, in this embodiment, the connecting pipe 42 and the spherical part 411 are connected by threads.

[0044] To facilitate visual identification of the water column height inside the measuring tube 412, in this embodiment, the measuring tube 412 is at least partially transparent, and scale lines are provided on its outer wall. These features allow for better identification of the actual water column height within each measuring tube 412.

[0045] The block portion 221 is made of wood, which provides a certain degree of support strength and, to some extent, avoids hard contact with the steel box girder, thus protecting the surface structure of the steel box girder as much as possible. Furthermore, the support positions of the multiple block portions 221 are also somewhat restricted. Specifically, each of the multiple steel frame structures 21 is positioned at the intersection of the web and diaphragm of the steel box girder. This allows for direct support at the joints, providing a more stable support structure.

[0046] Specifically, the foundation structure 1 includes a crushed stone layer 11 and a concrete layer 12. During actual construction, the ground is first leveled, then a crushed stone layer 11 of appropriate thickness is laid on the leveled ground, followed by a concrete layer 12 on top of the crushed stone layer 11, thereby maximizing the foundation's support. Multiple upward-protruding mounting portions 121 are also provided on the concrete layer 12. The steel frame structure 21 is correspondingly installed on these mounting portions 121. During actual installation, the rigid connection structure can be prefabricated and directly installed on the mounting portions 121, which is not only convenient but also effectively reduces costs.

[0047] To facilitate drainage, a drainage trough 122 is provided on one side of the concrete layer 12 corresponding to the plurality of steel frame structures 21, and the upper end surface of the concrete layer 12 is inclined, with its inclination direction tilting downward from the middle position toward the drainage trough 122. Rainwater can be discharged onto the drainage trough 122 from the inclined end surface, thereby ensuring the dryness of the area below the steel box girder.

[0048] The above description is merely an exemplary embodiment of the present utility model and does not limit the patent scope of the present utility model. Any equivalent structural transformations made based on the technical concept of the present utility model and the contents of the present utility model specification and drawings, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present utility model.

Claims

1. A steel box girder support structure, comprising a foundation structure, characterized in that, The steel box girder support structure also includes: Multiple support members, each comprising a steel frame structure and pad blocks, wherein the steel frame members are installed on the foundation structure, and the pad blocks are movably installed vertically at the upward-facing end of the steel frame members; and, The measuring element includes multiple measuring ends, which are respectively disposed on multiple pad blocks to reflect the height differences of the multiple pad blocks, and the multiple measuring ends are interconnected.

2. The steel box girder support structure as described in claim 1, characterized in that, The pad block is slidably installed vertically at the upward end of the steel frame structure, and a pad structure is provided between the pad block and the end of the steel frame structure.

3. The steel box girder support structure as described in claim 2, characterized in that, The steel frame structure has mounting holes on its upward-facing end face; The pad block includes a block portion and a guide rod portion. The guide rod portion is located at one end of the block portion and is slidably mounted at the mounting hole. The gasket structure is located between the steel frame structure and the block portion.

4. The steel box girder support structure as described in claim 3, characterized in that, The gasket structure includes a gasket body, and the gasket body has an avoidance groove corresponding to the guide rod portion.

5. The steel box girder support structure as described in claim 3, characterized in that, The measuring end includes a spherical part and a measuring tube; The spherical part is installed on the horizontal side of the block part, the measuring tube is arranged vertically on the spherical part and connected to the inner cavity of the spherical part, and the upper end of the measuring tube is provided with an opening.

6. The steel box girder support structure as described in claim 5, characterized in that, The measuring device also includes a plurality of connecting tubes, which are respectively disposed between the plurality of spherical portions for communicating with each other; At least one of the connecting pipes is provided with a water inlet pipe extending in the vertical direction; The connecting pipe is connected to the spherical part by a thread.

7. The steel box girder support structure as described in claim 5, characterized in that, The measuring tube is at least partially transparent, and the outer wall of the measuring tube is provided with scale lines.

8. The steel box girder support structure as described in claim 3, characterized in that, The block portion is made of wood; and / or, Each of the aforementioned steel frame structures is respectively positioned at the intersection of the web and diaphragm of the steel box girder.

9. The steel box girder support structure as described in claim 1, characterized in that, The foundation structure includes a crushed stone layer and a concrete layer. The concrete layer is located on the crushed stone layer and has multiple upwardly protruding mounting parts. The steel frame structure is installed on the mounting parts accordingly.

10. The steel box girder support structure as described in claim 9, characterized in that, The concrete layer is provided with a drainage groove on one side corresponding to the multiple steel frame structures. The upper surface of the concrete layer is inclined, and its inclination direction is downward from the middle position towards the drainage groove.

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