Soft soil roadbed reinforcing structure for expressway

Abstract

The utility model discloses a highway soft soil roadbed reinforcing structure, and relates to the technical field of roadbed reinforcing, the highway soft soil roadbed reinforcing structure comprises a plurality of partition plates which are uniformly distributed, a plurality of fixing pins which are distributed at equal intervals are installed in the middles of the partition plates in a threaded mode, and fixing plates are fixedly installed on the upper portions of the fixing pins. The bottom ends of the multiple fixing plates make contact with the top end of the partition plate, threaded rods are installed in the middles of the multiple fixing pins in a threaded mode, sliding rods are rotatably installed at the bottom ends of the threaded rods, and the multiple sliding rods are slidably clamped in the middles of the fixing pins. After the partition plate is placed on the upper portion of the soft soil roadbed, the fixing pin is inserted, the expansion plate in the middle of the inserted fixing pin is expanded, the soft soil roadbed is extruded, so that the soft soil structure in the soft soil roadbed is more compact, the fixing pin can be fixed under expansion of the expansion plate, shaking is not likely to happen, and namely the partition wall is fixed.

Description

TECHNICAL FIELD

[0001] The utility model relates to roadbed reinforcing technical field, concretely is a highway soft soil roadbed reinforcing structure. BACKGROUND

[0002] In the highway structure composition, the roadbed is the most basis, and also is the part that the overall quality influences bigger, this aspect appears quality problem and will directly lead to the highway overall quality decline, and along with the development of the traffic network, the roadbed that straddles the soft soil layer inevitably appears, and it is prone to appear big deformation, low stability, crack and the problem such as bearing capacity reduction;

[0003] Traditional in the soft soil roadbed is handled and is mostly used concrete pouring method to process it, but the lower soft soil layer structure is unstable and is prone to uneven settlement, leading to concrete structure fracture, thereby affecting normal use. UTILITY MODEL CONTENT

[0004] In order to solve the problem that the traditional concrete pouring method is used to process it, due to the lower soft soil layer structure is unstable and is prone to uneven settlement, leading to concrete structure fracture, thereby affecting normal use;The utility model aims at providing a highway soft soil roadbed reinforcing structure.

[0005] To solve the above technical problems, the utility model adopts the following technical scheme: a highway soft soil roadbed reinforcing structure, including the baffle, the baffle is equipped with multiple even distribution, through setting up the baffle, the upper surface of the baffle is rough, and then the contact area is larger when pouring concrete or backfilling soil on the upper part, so that the structure is more stable, multiple the middle part of the baffle is screw mounted with multiple fixed pins of even distance distribution, multiple the upper part of the fixed pin is fixedly installed with the fixed plate, the bottom end of multiple the fixed plate is in contact with the top end of the baffle, multiple the middle part of the fixed pin is screw mounted with the screw rod, multiple the bottom end of the screw rod is rotatably installed with the sliding rod, multiple the middle part of the sliding rod is slidably clamped in the fixed pin, multiple the outer surface of the sliding rod is movably installed with multiple groups of annular array distribution connecting rods, multiple the lower part of the fixed pin is provided with multiple annular array distribution clamping grooves, multiple the middle part of the connecting rod is slidably clamped in the inside of the clamping groove, multiple the lower part of the fixed pin is provided with multiple annular array distribution expansion plates, multiple groups of the lower part of the connecting rod is movably installed in the middle part of the expansion plate one side, multiple the bottom end of the expansion plate is fixedly installed with the limit block, multiple the bottom end of the fixed pin is fixedly installed with the taper head, multiple the upper part of the taper head is provided with multiple annular array distribution limit grooves, and multiple the lower part of the limit block is slidably clamped in the inside of the limit groove.

[0006] Preferably, one side of the plurality of partitions is fixedly installed with a sliding block, and the side of the plurality of partitions away from the sliding block is provided with a sliding groove, and the plurality of sliding blocks are slidingly arranged in the sliding groove.

[0007] Preferably, the top end of the plurality of screw rods is fixedly installed with a handle, the upper portion of the plurality of partitions is provided with a water flow groove, the plurality of water flow grooves are mutually penetrated, and the bottom end of the plurality of partitions is fixedly installed with two symmetrically distributed positioning blocks.

[0008] Compared with the prior art, the utility model has the beneficial effects that:

[0009] 1. The application can be placed on the upper portion of the soft soil subgrade, and then the fixed pin is inserted, the expansion plate in the middle of the inserted fixed pin is opened, the soft soil subgrade is extruded to make the internal soft soil structure more compact, and the fixed pin can be fixed under the expansion of the expansion plate and is not easy to shake, that is, the partition wall is fixed.

[0010] 2. The application can conveniently disassemble and splice the partition wall, so that the road surface of different widths can be adapted, and the partition wall can be conveniently transported. BRIEF DESCRIPTION OF DRAWINGS

[0011] In order to more clearly illustrate the technical scheme in the embodiments of the utility model or the prior art, the drawings needed to be used in the embodiment or the prior art description will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the utility model, and for those skilled in the art, other drawings can be obtained according to these drawings without creative labor.

[0012] Figure 1 It is a structural schematic diagram of the utility model.

[0013] Figure 2 It is another structural schematic diagram of the utility model.

[0014] Figure 3 It is a sectional structural schematic diagram of the utility model.

[0015] Figure 4 It is a local sectional structural schematic diagram of the utility model.

[0016] Figure 5 It is a structural schematic diagram of the utility model Figure 4 It is an enlarged view of A in the utility model.

[0017] In the diagram: 1. Partition; 11. Water channel; 12. Positioning block; 13. Slider; 14. Slide groove; 2. Fixing pin; 21. Fixing plate; 22. Screw; 221. Handle; 23. Sliding rod; 24. Connecting rod; 241. Slot; 25. Expansion plate; 26. Limiting block; 261. Limiting groove; 27. Cone head. Detailed Implementation

[0018] 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 protection scope of the present utility model.

[0019] Example: Figures 1-5 As shown, this utility model provides a reinforcement structure for soft soil subgrade of highway, including partitions 1. Multiple partitions 1 are evenly distributed. The upper surface of the partitions 1 is roughened, resulting in a larger contact area when concrete is poured or backfilled, thus making the structure more stable. Multiple equally spaced fixing pins 2 are threaded onto the middle of the partitions 1. Each fixing pin 2 has a threaded screw 22 at its center. A sliding rod 23 is rotatably mounted at the bottom end of each screw 22, and the sliding rods 23 are slidably engaged in the middle of the fixing pins 2. Multiple sets of annularly arranged connecting rods 24 are movably mounted on the outer surface of each sliding rod 23. Multiple annularly arranged expansion plates 25 are provided at the lower part of each fixing pin 2. The lower parts of the connecting rods 24 are movably mounted on one side of the middle of each expansion plate 25. Limiting blocks 26 are fixedly mounted at the bottom end of each expansion plate 25. A cone head 27 is fixedly mounted at the bottom end of each fixing pin 2.

[0020] Each of the partitions 1 has a slider 13 fixedly installed on one side, and a groove 14 is provided on the side of the partitions 1 away from the slider 13. The sliders 13 are slidably engaged inside the groove 14. By setting the sliders 13 and the groove 14, it is more convenient to install the partitions 1 and to transport the partitions 1.

[0021] The upper part of each of the multiple cones 27 is provided with multiple limiting grooves 261 arranged in a ring array. The lower part of each of the multiple limiting blocks 26 is slidably locked inside the limiting grooves 261. By setting the limiting grooves 261, the limiting blocks 26 are limited by the limiting grooves 261, so that when the sliding rod 23 moves downward, it can drive the expansion plate 25 to move outward stably in cooperation with the connecting rod 24.

[0022] The lower part of the plurality of fixing pins 2 is provided with a plurality of annularly arranged clamping grooves 241, and the middle part of the plurality of connecting rods 24 is slidably clamped in the clamping grooves 241, so that when the screw rod 22 rotates and moves downward, only the sliding rod 23 moves downward without rotating.

[0023] The upper part of the plurality of fixing pins 2 is fixedly provided with a fixing plate 21, and the bottom end of the plurality of fixing plates 21 is in contact with the top end of the partition plate 1, so that the fixing pin 2 is more stable in fixing the partition plate 1.

[0024] The top end of the plurality of screw rods 22 is fixedly provided with a handle 221, so that rotating the handle 221 can drive the screw rod 22 to rotate.

[0025] The upper part of the plurality of partition plates 1 is provided with a water flow groove 11, and the plurality of water flow grooves 11 are mutually penetrated, so that when rainwater penetrates into the upper part of the partition plate 1, the water can flow to both sides of the partition plate 1 through the water flow groove 11, avoiding the collapse and settlement of the lower soft soil subgrade due to large water amount.

[0026] The bottom end of the plurality of partition plates 1 is fixedly provided with two symmetrically distributed positioning blocks 12, so that when the partition plate 1 is laid, the positioning block 12 can be inserted into the soft soil subgrade to fix and position the partition plate 1.

[0027] Working principle: in actual use, the sliding block 13 on one side of the partition plate 1 is slidably inserted into the sliding groove 14, so that the partition plates 1 can be spliced, and then laid on the upper part of the soft soil subgrade, the fixing pin 2 is screwed through the middle part of the partition plate 1, so that the fixing pin 2 completely enters the soft soil subgrade to extrude the soft soil subgrade, the handle 221 is rotated to drive the screw rod 22 to rotate, so that the sliding rod 23 moves downward, and then cooperates with the connecting rod 24 to expand the expansion plate 25 outward, so as to further extrude the soft soil subgrade to make the soft soil subgrade more compact, and the fixing pin 2 can be fixed, so as to fix the partition plate 1, so that the partition plate 1 is more stable on the upper part of the soft soil subgrade.

[0028] Obviously, those skilled in the art can make various modifications and variations to the present application without departing from the spirit and scope of the present application. Therefore, if these modifications and variations of the present application belong to the scope of the claims of the present application and the equivalent technology, the present application also intends to include these modifications and variations.

Claims

1. A reinforcing structure for a highway soft soil subgrade comprising a separator (1), characterized in that: The partition (1) is provided with a plurality of uniformly distributed, a plurality of middle threaded fixing pins (2) are installed in the partition (1), a plurality of threaded rods (22) are installed in the middle of the fixing pin (2), a plurality of sliding rods (23) are rotatably installed at the bottom end of the threaded rod (22), a plurality of sliding rods (23) are slidably installed in the middle of the fixing pin (2), a plurality of groups of annular array distribution connecting rods (24) are movably installed on the outer surface of the sliding rod (23), a plurality of annular array distribution expansion plates (25) are provided at the lower part of the fixing pin (2), a plurality of groups of connecting rods (24) are movably installed on one side of the middle of the expansion plate (25), a plurality of limit blocks (26) are fixedly installed at the bottom end of the expansion plate (25), and a plurality of taper heads (27) are fixedly installed at the bottom end of the fixing pin (2).

2. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of sliding blocks (13) are fixedly installed on one side of the partition (1), a plurality of sliding grooves (14) are formed on the side of the partition (1) away from the sliding block (13), and the plurality of sliding blocks (13) are slidably installed in the sliding groove (14).

3. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of annular array distribution limiting grooves (261) are formed in the upper part of the taper head (27), and the lower part of the plurality of limiting blocks (26) is slidably installed in the limiting groove (261).

4. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of annular array distribution clamping grooves (241) are formed in the lower part of the fixing pin (2), and the middle of the plurality of connecting rods (24) is slidably installed in the clamping groove (241).

5. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of fixing plates (21) are fixedly installed on the upper part of the fixing pin (2), and the bottom end of the plurality of fixing plates (21) is in contact with the top end of the partition (1).

6. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of handles (221) are fixedly installed at the top end of the threaded rod (22).

7. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, A plurality of water channels (11) are formed in the upper part of the partition (1), and the plurality of water channels (11) are mutually penetrated.

8. The highway soft soil subgrade reinforcing structure according to claim 1, characterized in that, Two symmetrically distributed positioning blocks (12) are fixedly installed at the bottom end of the partition (1).

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