Soft foundation reinforcing equipment for highway engineering construction

Abstract

The utility model relates to the technical field of highway capital construction, in particular to a soft foundation reinforcing device for highway engineering construction, which comprises a loading base placed on a soft soil foundation, a through hole is formed in the middle end of the loading base, and an extension bottom plate horizontally placed on the soft soil foundation is fixedly sleeved on the loading base through the through hole. Counter bores are formed in the four end corner positions of the loading base. The load-carrying base of the square frame structure is horizontally placed on the soft soil foundation, the contact area between the load-carrying base and the soft soil foundation is increased, and therefore the pressure intensity on the soft soil foundation is reduced; embedded columns penetrating into the soft soil foundation are arranged at the four end corners of the loading base, discharging hoppers horizontally abutting against the soft soil foundation are arranged in the embedded columns in a sleeved mode, the embedded columns are filled with concrete reinforcing ribs extending into the soft soil foundation through the discharging hoppers, and a tiled loading plate is arranged through the concrete reinforcing ribs. Therefore, pavement of road base materials is facilitated.

Description

Technical Field

[0001] This utility model relates to the field of highway infrastructure technology, and in particular to a soft foundation reinforcement device for highway engineering construction. Background Technology

[0002] Soft soil layers with low strength and high compressibility often contain a certain amount of organic matter. Due to their low strength and large settlement, soft soil often poses a great threat to road engineering. If not handled properly, it can have a significant impact on the construction and use of highways.

[0003] To mitigate the impact of soft soil foundations on highway construction, existing technologies often utilize cement or lime as the main solidifying agent. Specialized deep-mixing machinery forces the soft soil and solidifying agent (slurry or powder) deep within the foundation, utilizing a series of physical and chemical reactions between the solidifying agent and the soft soil to solidify it into a foundation with integrity, water stability, and a certain strength. For example, the soft soil foundation reinforcement structure disclosed in CN219793493U uses a rotating connecting plate, which is connected and fixed to the connecting ring via a locking assembly. Each reinforcing pile is inserted into a pile hole, and adjacent first and second connecting plates are connected by the connecting assembly. This can reduce the differential settlement between the reinforcing piles. However, the reinforcement structure uses a single connection method with extremely limited contact area. Furthermore, the soft soil foundation itself is porous, and under the combined action of the highway substrate and external pressure, the reinforcement structure can easily sink deep into the soft soil, severely impacting the safety of highway construction and use. Utility Model Content

[0004] The purpose of this invention is to solve the problem of soft soil affecting the laying of road base materials in the existing technology, and to propose a soft soil foundation reinforcement device for highway construction.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] A soft soil foundation reinforcement device for highway construction includes a load-bearing base placed on a soft soil foundation. A through hole is provided at the middle of the load-bearing base, and an extended base plate placed horizontally on the soft soil foundation is fixedly fitted onto the load-bearing base through the through hole. Countersunk holes are provided at the four corners of the load-bearing base, and embedded columns inserted vertically into the soft soil foundation are fixedly fitted onto the load-bearing base through the countersunk holes. A load-bearing plate for laying highway substrate is provided on the load-bearing base through the embedded columns.

[0007] Preferably, the load-bearing base is a rectangular frame structure, and the upper end of the load-bearing base is provided with a through hole for fixing the extension base plate.

[0008] Preferably, the extended base plate has symmetrically provided storage cavities at its ends, and a tension plate that horizontally abuts against the soft soil foundation is rotatably installed in the storage cavity.

[0009] Preferably, the embedded column is a hollow cylindrical structure with an open top, and a material seepage hole is provided in the embedded column.

[0010] Preferably, a hopper is fixedly fitted at the top opening of the embedded column and placed horizontally on the soft soil foundation, and concrete reinforcing bars are filled into the embedded column through the hopper. Corresponding fixing through holes are opened in the load-bearing plate and the concrete reinforcing bars.

[0011] Preferably, the hopper consists of a hopper body and a plate body, wherein the hopper body is vertically fitted into the opening at the top of the embedded column, and the plate body is horizontally in contact with the soft soil foundation.

[0012] Preferably, the concrete reinforcing bar consists of a column and reinforcing bolts. The column is vertically fitted into the bucket body and the embedded column, and the reinforcing bolts extend into the soft soil foundation through the seepage holes.

[0013] Compared with the prior art, the present invention has the following advantages:

[0014] 1. This utility model involves placing a load-bearing base with a rectangular frame structure horizontally on a soft soil foundation, and fitting an extended base plate inside the load-bearing base. The extended base plate has extendable plates at both ends, allowing it to be placed on the soft soil foundation in a fully extended state, thereby increasing the contact area with the soft soil foundation and reducing the pressure on the soft soil foundation.

[0015] 2. This utility model sets embedded columns at the four corners of the load-bearing base, which are deeply embedded in the soft soil foundation. A material hopper that is horizontally pressed against the soft soil foundation is installed in the embedded column. The material hopper is used to fill the embedded column with concrete reinforcing bars that extend into the soft soil foundation. The load-bearing plate is laid flat through the concrete reinforcing bars, which facilitates the laying of the highway substrate. Attached Figure Description

[0016] Figure 1 This is a structural schematic diagram of a soft foundation reinforcement device for highway engineering construction proposed in this utility model;

[0017] Figure 2 This is a side view of a soft foundation reinforcement device for highway engineering construction proposed in this utility model;

[0018] Figure 3 This is a bottom view of a soft foundation reinforcement device for highway engineering construction proposed in this utility model;

[0019] Figure 4This utility model provides a cross-sectional view of a load-bearing base, embedded column, material hopper, concrete reinforcing bars, and load-bearing plate for a soft foundation reinforcement device used in highway engineering construction.

[0020] Figure 5 This is a cross-sectional view of the hopper of a soft foundation reinforcement device for highway engineering construction proposed in this utility model;

[0021] Figure 6 This is a schematic diagram of the concrete reinforcing bar structure of a soft foundation reinforcement device for highway engineering construction proposed in this utility model.

[0022] In the picture:

[0023] 1. Load-bearing base; 2. Perforation; 3. Countersunk hole; 4. Extended base plate; 5. Storage cavity; 6. Sheet plate; 7. Embedded post; 8. Material seepage through hole;

[0024] 9. Feed hopper; 901. Hopper body; 902. Plate body;

[0025] 10. Concrete reinforcing bars; 1001. Column; 1002. Reinforcing bolts;

[0026] 11. Load-bearing plate; 12. Fixing through hole. Detailed Implementation

[0027] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0028] Reference Figures 1-6 A soft soil foundation reinforcement device for highway construction includes a load-bearing base 1 placed on a soft soil foundation, as detailed in the attached instruction manual. Figure 2 With appendix Figure 3 The load-bearing base 1 is a rectangular frame structure. By placing the flat load-bearing base 1 horizontally on the soft soil foundation, the contact area between it and the soft soil foundation is increased, thereby reducing the pressure effect.

[0029] The load-bearing base 1 has a through hole 2 at the middle position, and the load-bearing base 1 is fixedly fitted with an extension base plate 4 that is placed horizontally on the soft soil foundation through the through hole 2. The upper end of the load-bearing base 1 has a locking hole that connects to the through hole 2 and is used to fix the extension base plate 4. The load-bearing base 1 and the extension base plate 4 can be flexibly disassembled and assembled to realize the flexible use of the reinforcement equipment.

[0030] The load-bearing base 1 has countersunk holes 3 at each of its four corners, and the load-bearing base 1 is fixedly fitted with embedded columns 7 vertically inserted into the soft soil foundation through the countersunk holes 3. The load-bearing base 1 is provided with load-bearing plates 11 for laying road base material through the embedded columns 7. By setting the embedded columns 7 at the four corners of the load-bearing base 1, the balance of the load-bearing base 1 on the soft soil foundation can be maintained, and the load-bearing base 1 can be prevented from tilting on the soft soil foundation.

[0031] The extended base plate 4 has symmetrically opened storage cavities 5 at its ends, and a horizontally abutting plate 6 is rotatably installed in the storage cavity 5. The overall structure of the extended base plate 4 is flexible and adjustable, making it easy to disassemble and store. The unfolded extended base plate 4 can further increase the contact area between the load-bearing base 1 and the soft soil foundation.

[0032] The embedded column 7 is a hollow cylindrical structure with an open top, and the embedded column 7 has a seepage hole 8. The seepage holes 8 are distributed in a straight line in the vertical direction at equal intervals to form a multi-layered reinforcing bolt 1002.

[0033] The top opening of the embedded column 7 is fixedly fitted with a feeding hopper 9 placed horizontally on the soft soil foundation, and the embedded column 7 is filled with concrete reinforcing bars 10 through the feeding hopper 9. The load-bearing plate 11 and the concrete reinforcing bars 10 are provided with corresponding fixing through holes 12.

[0034] The hopper 9 consists of a hopper body 901 and a plate body 902. The hopper body 901 is vertically fitted into the opening at the top of the embedded column 7, and the plate body 902 is horizontally in contact with the soft soil foundation, so as to fill the embedded column 7 with concrete material mixed with curing agent.

[0035] The concrete reinforcing bar 10 is composed of a column 1001 and a reinforcing bolt 1002. The column 1001 is vertically fitted into the bucket body 901 and the embedded column 7, and the reinforcing bolt 1002 extends into the soft soil foundation through the seepage hole 8. The concrete material forms a divergent shape through the seepage hole 8, and after solidification, it forms the concrete reinforcing bar 10, so that the embedded column 7 is fixedly embedded in the soft soil foundation.

[0036] It should be noted that the specific model and specifications of the embedded column 7 need to be selected and determined according to the actual specifications of the device. The specific selection and calculation method adopts the existing technology in this field, so it will not be elaborated here.

[0037] The functional principle of this utility model can be explained through the following operation methods:

[0038] Place the load-bearing base 1 horizontally on the soft soil foundation;

[0039] The base plate 4 is extended horizontally through the perforation 2, and the tension plate 6 is unfolded from the storage cavity 5, so that the extended base plate 4 and the tension plate 6 are placed horizontally on the soft soil foundation.

[0040] The ground-embedded column 7 is vertically installed through the countersunk hole 3, and the feeding hopper 9 is installed in the ground-embedded column 7, so that the feeding hopper 9 is placed horizontally on the soft soil foundation.

[0041] Concrete material is filled into the embedded column 7 through the hopper 9, and the concrete material extends from the seepage hole 8 into the soft soil foundation, and then solidifies into concrete reinforcing bar 10.

[0042] The load-bearing plate 11 is fixed on the concrete reinforcing bar 10, and the highway substrate is laid on the load-bearing plate 11.

[0043] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A soft ground reinforcement apparatus for road construction, comprising a load bearing base (1) placed on a soft ground, characterized in that, The load-bearing base (1) is provided with a through hole (2) at the middle end position, and the load-bearing base (1) is fixedly sleeved with an extension bottom plate (4) horizontally placed on the soft soil foundation through the through hole (2), the load-bearing base (1) is provided with a counterbore (3) at each of the four corner positions, and the load-bearing base (1) is fixedly sleeved with an inlaid ground column (7) vertically inserted into the soft soil foundation through the counterbore (3), and the load-bearing base (1) is provided with a load-bearing plate (11) for laying highway base materials through the inlaid ground column (7).

2. The soft ground reinforcement apparatus for highway construction according to claim 1, wherein The load-bearing base (1) is a rectangular frame structure, and the load-bearing base (1) is provided with a locking hole at the upper end for fixing the extension bottom plate (4).

3. The soft ground reinforcement equipment for highway construction according to claim 1, characterized in that, The extension bottom plate (4) is symmetrically provided with a receiving cavity (5) at the end, and the receiving cavity (5) is rotatably installed with a tensioning plate (6) horizontally abutting against the soft soil foundation.

4. The soft ground reinforcement equipment for highway construction according to claim 1, characterized in that, The inlaid ground column (7) is a hollow cylindrical structure with an open top end, and the inlaid ground column (7) is provided with a drainage hole (8) therein.

5. The soft ground reinforcement equipment for highway construction according to claim 1, wherein The inlaid ground column (7) is fixedly sleeved with a lower hopper (9) horizontally placed on the soft soil foundation at the open top end position, and the inlaid ground column (7) is filled with a concrete reinforcing rib (10) through the lower hopper (9), and the load-bearing plate (11) and the concrete reinforcing rib (10) are provided with corresponding fixed through holes (12) therein.

6. The soft ground reinforcement apparatus for highway construction according to claim 5, wherein The lower hopper (9) is composed of a hopper body (901) and a plate body (902), the hopper body (901) is vertically sleeved in the open top end of the inlaid ground column (7), and the plate body (902) horizontally abuts against the soft soil foundation.

7. The soft ground reinforcement apparatus for highway construction according to claim 5, wherein The concrete reinforcing rib (10) is composed of a column body (1001) and a reinforcing bolt (1002), the column body (1001) is vertically sleeved in the hopper body (901) and the inlaid ground column (7), and the reinforcing bolt (1002) extends into the soft soil foundation through the drainage hole (8).

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