Large-diameter bridge pile foundation construction support structure for steep slope river channel

Abstract

The utility model discloses a kind of large-diameter bridge pile foundation construction support structures for steep slope river, including two large-caliber half-arc supporting plate, two the large-caliber half-arc supporting plate combination is cylinder structure, the bottom outer wall of the large-caliber half-arc supporting plate is fixed with the positioning clamping strip of equidistance distribution, the top outer wall of the positioning clamping strip is fixed with two horizontal plate. The utility model is by sector bottom plate, let standard circular ring outer wall be clamped into arc guide rail inner wall, adjust sector bottom plate position and lay into circular structure, then two large-caliber half-arc supporting plate is hoisted to steep slope river pile foundation construction position, make the inner wall of clamping groove and clamping rail and the outer wall of positioning clamping strip and connect, while two horizontal plate support in clamping rail top, place large-caliber half-arc supporting plate in annular distribution sector bottom plate middle, by this way, first arrange sector bottom plate and adjust its levelness, the precision of the installation position and angle of large-caliber half-arc supporting plate can be improved.

Description

Technical Field

[0001] This utility model relates to the technical field of foundation pile construction support equipment, specifically to a support structure for large-diameter bridge pile foundation construction in steep river channels. Background Technology

[0002] Against the backdrop of the continuous advancement of modern transportation infrastructure construction, large-diameter bridges, as key engineering structures spanning rivers, canyons, and other complex terrains, are seeing a rapid increase in their scale and number. Large-diameter bridge piles, serving as the foundation of the bridge, bear the crucial responsibility of transferring the load of the superstructure to deep, stable soil or rock layers. Their construction quality directly affects the overall stability, durability, and operational safety of the bridge.

[0003] When constructing large-diameter bridge pile foundations in steep riverbeds, the complex construction environment and variable geological conditions mean that traditional support structures lack effective positioning and adjustment mechanisms during installation. This makes it difficult to accurately determine the installation position and angle of support components, resulting in difficulty in ensuring the construction accuracy of the foundation piles. Consequently, problems such as pile displacement and tilting can easily occur, affecting the overall structural safety and stability of the bridge.

[0004] To address the aforementioned issues, we propose a support structure for the construction of large-diameter bridge pile foundations in steep riverbeds. Utility Model Content

[0005] The purpose of this invention is to provide a support structure for the construction of large-diameter bridge pile foundations in steep river channels, in order to overcome the above-mentioned shortcomings in the technology.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a support structure for the construction of large-diameter bridge pile foundations in steep river channels, comprising two large-diameter semi-arc support plates, the two large-diameter semi-arc support plates being combined into a cylindrical structure, positioning strips being fixedly provided at equal intervals on the bottom outer wall of the large-diameter semi-arc support plates, two horizontal plates being fixedly provided on the top outer wall of the positioning strips, the bottom of the two large-diameter semi-arc support plates including fan-shaped bottom plates at equal intervals, a slot being opened on the inner arc outer wall of the fan-shaped bottom plate, a rail being fixedly provided on the top outer wall of the slot, and the inner wall of the slot and the rail being fitted with the outer wall of the positioning strip.

[0007] Preferably, the top outer wall of the fan-shaped base plate is fixedly provided with an arc-shaped guide rail, and the outer wall of the two large-diameter semi-arc support plates includes a standard ring, the outer wall of the standard ring being engaged with the inner wall of the arc-shaped guide rail.

[0008] Preferably, the top outer wall of the fan-shaped base plate has two positioning holes, the inner walls of the two positioning holes are equipped with matching bolts, and the bottom outer wall of the fan-shaped base plate is fixed with anti-slip teeth distributed at equal intervals.

[0009] Preferably, the top outer walls of the two large-diameter semi-circular support plates are fixedly provided with equally spaced docking blocks, the outer walls of the docking blocks are provided with docking holes, and the inner walls of the docking holes are provided with matching connecting bolts.

[0010] Preferably, both the large-diameter semi-circular support plate and the fan-shaped base plate are forged from steel plate material.

[0011] The technical effects and advantages provided by this utility model in the above technical solution are as follows:

[0012] By using a fan-shaped base plate, the outer wall of a standard circular ring is inserted into the inner wall of an arc-shaped guide rail. The position of the fan-shaped base plate is adjusted and laid out into a circular structure. Then, two large-diameter semi-arc support plates are hoisted to the pile foundation construction location on a steep river slope, so that the slots are engaged with the inner wall of the guide rail and the outer wall of the positioning strip. At the same time, two horizontal plates are supported on the top of the guide rail. The large-diameter semi-arc support plates are placed in the middle of the circularly distributed fan-shaped base plates. By arranging the fan-shaped base plates first and adjusting their levelness, the accuracy of the installation position and angle of the large-diameter semi-arc support plates can be improved. Attached Figure Description

[0013] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0014] Figure 1 This is a three-dimensional structural diagram of a large-diameter bridge pile foundation construction support structure for steep slope river channels according to the present invention.

[0015] Figure 2 This is a schematic diagram of a large-diameter semi-circular support plate structure for the construction support structure of large-diameter bridge pile foundations in steep river channels, according to the present invention.

[0016] Figure 3 This is a schematic diagram of a fan-shaped bottom plate structure for a large-diameter bridge pile foundation construction support structure for steep riverbeds, according to this utility model.

[0017] Figure 4 This is a schematic diagram of the fan-shaped base plate structure of a large-diameter bridge pile foundation construction support structure for steep riverbeds, based on the present invention.

[0018] Explanation of reference numerals in the attached figures:

[0019] 1. Large-diameter semi-circular support plate, 2. Positioning clip, 3. Horizontal plate, 4. Fan-shaped base plate, 5. Slot, 6. Rail, 7. Arc-shaped guide rail, 8. Standard circular ring, 9. Positioning hole, 10. Anti-slip toothed plate, 11. Connecting block, 12. Connecting hole. Detailed Implementation

[0020] The following drawings will disclose several embodiments of this utility model. For clarity, many physical details will be described in the following description. However, it should be understood that these physical details should not be used to limit this utility model. That is, in some embodiments of this utility model, these physical details are not essential. In addition, for the sake of simplicity, some conventional structures and components will be shown in the drawings in a simple schematic manner.

[0021] Furthermore, in this utility model, the use of terms such as "first" and "second" is for descriptive purposes only and does not specifically refer to any order or sequence, nor is it intended to limit the utility model. They are merely used to distinguish components or operations described with the same technical terms and should not be construed as indicating or implying their relative importance or implicitly specifying the number of indicated technical features. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the technical solutions of various embodiments can be combined with each other, but only if they are feasible for those skilled in the art. If a 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.

[0022] Example 1

[0023] Refer to the instruction manual appendix Figure 1-4 A support structure for large-diameter bridge pile foundation construction in steep river channels includes two large-diameter semi-circular support plates 1. The two large-diameter semi-circular support plates 1 are combined to form a cylindrical structure. The bottom outer wall of the large-diameter semi-circular support plates 1 is fixed with equally spaced positioning strips 2 by welding. Two horizontal plates 3 are fixed on the top outer wall of the positioning strips 2. Equally spaced fan-shaped bottom plates 4 are prepared. The inner arc outer wall of the fan-shaped bottom plates 4 is opened with slots 5. The top outer wall of the slots 5 is fixed with rails 6. The inner walls of the slots 5 and rails 6 are in contact with the outer walls of the positioning strips 2. The two horizontal plates 3 are supported on the top of the rails 6.

[0024] Example 2

[0025] Based on Embodiment 1, an arc-shaped guide rail 7 is fixedly installed on the top outer wall of the fan-shaped base plate 4, and a standard ring 8 is installed on the outer wall of the two large-diameter semi-arc support plates 1, so that the outer wall of the standard ring 8 can be inserted into the inner wall of the arc-shaped guide rail 7, which facilitates the control of the distribution of the fan-shaped base plate 4 and the adjustment of the position of the fan-shaped base plate 4.

[0026] Example 3

[0027] Based on Embodiment 1, two positioning holes 9 are opened on the top outer wall of the fan-shaped base plate 4, and bolts that are compatible with the positioning holes 9 are used for fixing, which facilitates the fixing of the fan-shaped base plate 4. Anti-slip teeth 10 are fixedly arranged at equal intervals on the bottom outer wall of the fan-shaped base plate 4 to increase the friction with the ground. Equally distributed docking blocks 11 are fixedly arranged on the top outer wall of the two large-diameter semi-arc support plates 1, and docking holes 12 are opened on the outer wall of the docking blocks 11 to facilitate the docking of subsequent parts on the top of the two large-diameter semi-arc support plates 1. Both the large-diameter semi-arc support plates 1 and the fan-shaped base plate 4 are made of steel plate material forging.

[0028] Working principle of this utility model:

[0029] Refer to the instruction manual appendix Figure 1-4 In use of this utility model, firstly, prepare equidistantly distributed fan-shaped base plates 4, insert the outer wall of the standard circular ring 8 into the inner wall of the arc-shaped guide rail 7, adjust the position of the fan-shaped base plates 4 according to actual needs, and lay the fan-shaped base plates 4 in a circular distribution. Fix them to the ground using positioning bolts that match the positioning holes 9 in the two positioning holes 9 on the top outer wall of the fan-shaped base plates 4. The bottom outer wall of the fan-shaped base plates 4 is provided with equidistantly distributed anti-slip teeth 10 to prevent displacement of the fan-shaped base plates 4. At this time, the two large openings... The semi-circular support plate 1 is hoisted to the construction location of the steep slope river pile foundation. The inner wall of the slot 5 fits against the inner wall of the rail 6 and the outer wall of the positioning strip 2. At the same time, two horizontal plates 3 are supported on the top of the rail 6. The two large-diameter semi-circular support plates 1 are placed in the middle of the fan-shaped base plates 4 distributed in a ring. By first arranging the fan-shaped base plates 4 and adjusting their horizontal devices, it is easy to determine the installation position and installation angle of the large-diameter semi-circular support plates 1, which is beneficial to improving the construction accuracy of the foundation piles and has a good effect.

[0030] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A support structure for large-diameter bridge pile foundation construction in steep riverbeds, comprising two large-diameter semi-circular support plates (1), wherein the two large-diameter semi-circular support plates (1) are combined to form a cylindrical structure, characterized in that: The bottom outer wall of the large-diameter semi-arc support plate (1) is fixed with equidistantly distributed positioning strips (2), and the top outer wall of the positioning strips (2) is fixed with two horizontal plates (3). The bottom of the two large-diameter semi-arc support plates (1) includes equidistantly distributed fan-shaped base plates (4). The inner arc outer wall of the fan-shaped base plate (4) is provided with a slot (5), and the top outer wall of the slot (5) is fixed with a rail (6). The inner walls of the slot (5) and the rail (6) are in contact with the outer wall of the positioning strips (2).

2. The support structure for large-diameter bridge pile foundation construction in steep riverbeds according to claim 1, characterized in that: The top outer wall of the fan-shaped base plate (4) is fixed with an arc-shaped guide rail (7), and the outer walls of the two large-diameter semi-arc support plates (1) include a standard ring (8), the outer wall of the standard ring (8) is stuck to the inner wall of the arc-shaped guide rail (7).

3. The support structure for large-diameter bridge pile foundation construction in steep riverbeds according to claim 1, characterized in that: The top outer wall of the fan-shaped base plate (4) has two positioning holes (9), and the inner walls of the two positioning holes (9) are equipped with matching bolts. The bottom outer wall of the fan-shaped base plate (4) is fixed with anti-slip teeth (10) distributed at equal intervals.

4. The support structure for large-diameter bridge pile foundation construction in steep riverbeds according to claim 1, characterized in that: The top outer walls of the two large-diameter semi-circular support plates (1) are fixed with equally spaced docking blocks (11). The outer walls of the docking blocks (11) are provided with docking holes (12), and the inner walls of the docking holes (12) are equipped with matching connecting bolts.

5. The support structure for large-diameter bridge pile foundation construction in steep riverbeds according to claim 1, characterized in that: The large-diameter semi-circular support plate (1) and the fan-shaped base plate (4) are both forged from steel plate material.

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