Municipal road subgrade structure capable of preventing subgrade settlement

Abstract

The utility model relates to the field of roadbed structures, in particular to a municipal road roadbed structure capable of preventing roadbed settlement. The technical problems that according to an existing municipal road subgrade structure, the settlement phenomenon is prone to occurring when a road is used in an overload mode or large-scale mechanical equipment passes frequently and encounters natural disasters, then normal use of the road is affected, and the service life of the road surface is shortened are solved. Comprising a first frame assembly, a second frame assembly, a third frame assembly, a fourth frame assembly, a bottom assembly and a filling assembly, and the filling assembly is fixed through the first frame assembly, the second frame assembly, the third frame assembly and the fourth frame assembly, so that the stability of the filling assembly can be improved; the drainage structure and the buffer structure can protect the roadbed in multiple aspects, and the first frame assembly, the second frame assembly, the third frame assembly, the fourth frame assembly and the bottom assembly are connected in a clamped mode, so that disassembly is convenient.

Description

Technical Field

[0001] The utility model relates to the field of roadbed structures, in particular to a municipal roadbed structure for preventing roadbed settlement. Background Art

[0002] Municipal roads refer to roads, bridges and their ancillary facilities that connect various areas within the city and with external roads in the city and are used for vehicles and pedestrians to pass through. They have certain technical conditions and are used to connect various areas within the city, such as roads, bridges and their ancillary facilities. They play an important role in the urban planning road system, serving the lives and travel of urban residents and ensuring the efficient operation of traffic and travel safety. The subgrade structure of a municipal road refers to the part located between the foundation and the road surface, which is composed of fill or excavated soil. Its main function is to support and disperse the upper load. It is the only part of the road project that directly bears the vehicle load and transmits it to the foundation. Therefore, its bearing capacity directly affects the quality and safety of the entire road project. The existing subgrade structure of municipal roads is usually prone to settlement when the road is overloaded or large-scale machinery and equipment frequently pass through it, or when encountering natural disasters, which in turn affects the normal use of the road and shortens the service life of the road surface. Utility Model Content

[0003] In order to overcome the existing municipal road subgrade structure, settlement is prone to occur when the road is overloaded or large machinery and equipment frequently pass through it, or when encountering natural disasters, which in turn affects the normal use of the road and shortens the service life of the road surface.

[0004] The technical solution of the utility model is: a municipal road subgrade structure for preventing subgrade settlement, comprising a first frame assembly, a second frame assembly, a third frame assembly, a fourth frame assembly, a bottom assembly and a filling assembly, the first frame assembly, the second frame assembly, the third frame assembly, the fourth frame assembly and the bottom assembly are snap-connected in sequence from top to bottom, the first frame assembly, the second frame assembly, the third frame assembly, the fourth frame assembly and the bottom assembly are connected to form an integral interior filled with a filling assembly for constituting a subgrade structure, the first frame assembly, the second frame assembly, the third frame assembly and the fourth frame assembly are used to fix the filling assembly, and the bottom assembly is used to support the filling assembly.

[0005] Preferably, the stability of the filling assembly can be increased by fixing the filling assembly by setting the first frame assembly, the second frame assembly, the third frame assembly and the fourth frame assembly, and the roadbed can be protected in many aspects by setting the drainage structure and the buffer structure, making it less likely to sink. The bottom assembly can provide a stable support for the upper assembly, and the mutual cooperation of the various components can achieve a better anti-settling effect.

[0006] Preferably, the first frame assembly includes a first protective frame, a first card block and a first buffer module. A plurality of first drainage holes for drainage are evenly distributed on the front, rear, left and right ends of the first protective frame. A first guide groove for guiding water flow is provided on the outer side of the first drainage hole. By setting the first drainage holes for drainage, it is possible to avoid roadbed collapse caused by rainwater accumulation.

[0007] Preferably, the right end and the front end of the first protective frame are evenly provided with a plurality of groups of first buffer modules for buffering, the left end and the rear end of the first protective frame are evenly provided with first card slots for snap-fitting and connecting with the first buffer modules, and the lower end of the first protective frame is evenly provided with a plurality of groups of first card blocks for snap-fitting and connecting with the second frame assembly. The provision of the snap-fit ​​structure facilitates installation and disassembly.

[0008] Preferably, the first buffer module includes a mounting block, a spring and a damper. A mounting groove for installing the spring is opened at one end of the mounting block away from the first protective frame. A spring for buffering is installed inside the mounting groove. A damper for assisting rebound is provided inside the spring. The buffering effect of the spring can protect the roadbed so that it is not easily deformed and damaged when subjected to external force.

[0009] Preferably, the second frame assembly includes a second protective frame module, and a plurality of second card slots for engaging with the first card block are evenly distributed on the upper end of the second protective frame module. The structure of the second frame assembly except the second card slots is the same as that of the first frame assembly, and the second frame assembly, the third frame assembly and the fourth frame assembly have the same structure.

[0010] Preferably, the bottom component includes a support seat and a second buffer module, a plurality of third card slots matching the first card block are arranged around the upper side of the support seat, a plurality of third drainage holes for drainage are evenly distributed linearly on the upper end of the support seat, a plurality of second guide grooves corresponding to the first guide grooves are evenly distributed on the side of the support seat, a plurality of second buffer modules for buffering are evenly distributed on the front end and the right end of the support seat, a plurality of fourth card slots matching and plug-inly connected with the second buffer modules are evenly distributed on the rear end and the left end of the support seat, the second buffer module is arranged with the same structure as the first buffer module, and the drainage effect can be further enhanced by draining water from the bottom through the third drainage holes.

[0011] Preferably, the filling component includes a first filling layer, a second filling layer, a third filling layer, a fourth filling layer and a steel mesh. The first filling layer, the second filling layer, the third filling layer and the fourth filling layer are arranged sequentially from top to bottom. The bottoms of the first filling layer, the second filling layer, the third filling layer and the fourth filling layer are all fitted with a steel mesh for increasing stability and preventing subsidence. By supporting each filling structure with multiple layers of steel mesh, the filling structure is not easily damaged by stress.

[0012] Beneficial effects of the utility model:

[0013] 1. Compared with the traditional municipal road subgrade structure, it is easy to sink when the road is overloaded or large machinery and equipment frequently pass through or encounter natural disasters, which affects the normal use of the road and shortens the service life of the road surface. The stability of the filling component can be increased by fixing the filling component by setting the first frame component, the second frame component, the third frame component and the fourth frame component, and the roadbed can be protected in many aspects by setting the drainage structure and the buffer structure, so that it is not easy to sink. By setting the filling component into a multi-layer structure and setting steel mesh at the bottom of the first filling layer, the second filling layer, the third filling layer and the fourth filling layer, a support effect can be formed for each filling layer in turn. The support effect of the multi-layer steel mesh can increase the stability of the overall filling component. Under the mutual cooperation of the first frame component, the second frame component, the third frame component and the fourth frame component and the steel mesh, it is not easy to sink when subjected to large external forces or encountering bad weather.

[0014] 2. By setting the bottom component, a stable support can be formed for the upper component, and by opening the third drainage hole at the upper end of the supporting seat, the accumulated water inside the filling component can be discharged in time to avoid the collapse of the internal structure caused by the accumulated water, and by opening the first drainage hole and the second drainage hole on the sides of the first frame component, the second frame component, the third frame component and the fourth frame component, the accumulated water can be discharged from the side, and by opening the first guide groove and the second guide groove for drainage, the water can be smoothly discharged from the gap, and the drainage effect is better. By draining the rainwater in time, the possibility of subsidence of the roadbed can be reduced. By setting the first frame assembly, the second frame assembly, the third frame assembly, the fourth frame assembly and the bottom assembly into a snap-fit ​​connection, disassembly is facilitated, and by setting the first buffer module and the first card slot with corresponding structures on the sides of each assembly that can be snap-fitted from the side, the length and width of the roadbed can be increased or decreased according to the actual needs by increasing or decreasing the number of each assembly. By setting the first buffer module, it can play a buffering role when subjected to a large external force, and the spring can play a certain buffering role when subjected to force, so that the roadbed is not easily damaged when subjected to a large external force, thereby further playing a role in preventing subsidence. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 What is shown is the overall schematic diagram of the municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0016] Figure 2 What is shown is an exploded schematic diagram of a municipal road subgrade structure for preventing subgrade settlement according to the utility model;

[0017] Figure 3 Shown is a schematic diagram of the first frame component in the municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0018] Figure 4 Shown is a schematic diagram of the first buffer module in the municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0019] Figure 5 Shown is a schematic diagram of the second frame assembly in the municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0020] Figure 6 Shown is a schematic diagram of a second protection frame module in a municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0021] Figure 7 Shown is a schematic diagram of the bottom component of the municipal road subgrade structure for preventing subgrade settlement of the utility model;

[0022] Figure 8 Shown is a schematic diagram of a filling component in a municipal road subgrade structure for preventing subgrade settlement according to the utility model.

[0023] Explanation of the accompanying drawings: 1. first frame assembly; 2. second frame assembly; 3. third frame assembly; 4. fourth frame assembly; 5. bottom assembly; 6. filling assembly; 101. first protection frame; 102. first drainage hole; 103. first guide groove; 104. first clamping block; 105. first clamping groove; 106. first buffer module; 107. mounting block; 108. mounting groove; 109. spring; 110. damper; 201. second protection frame module; 202. second clamping groove; 501. support seat; 502. third clamping groove; 503. third drainage hole; 504. second guide groove; 505. fourth clamping groove; 506. second buffer module; 601. first filling layer; 602. second filling layer; 603. third filling layer; 604. fourth filling layer; 605. steel mesh. DETAILED DESCRIPTION

[0024] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0025] See also Figure 1-2The utility model provides an embodiment: a municipal road subgrade structure for preventing subgrade settlement, comprising a first frame assembly 1, a second frame assembly 2, a third frame assembly 3, a fourth frame assembly 4, a bottom assembly 5 and a filling assembly 6. The first frame assembly 1, the second frame assembly 2, the third frame assembly 3, the fourth frame assembly 4 and the bottom assembly 5 are sequentially snap-connected from top to bottom. The interior of the whole formed by the connection of the first frame assembly 1, the second frame assembly 2, the third frame assembly 3, the fourth frame assembly 4 and the bottom assembly 5 is filled with the filling assembly 6 for constituting a subgrade structure. The first frame assembly 1, the second frame assembly 2, the third frame assembly 3 and the fourth frame assembly 4 are used to fix the filling assembly 6, and the bottom assembly 5 is used to support the filling assembly 6.

[0026] See also Figure 3-4 In this embodiment, the first frame assembly 1 includes a first protection frame 101, a first card block 104 and a first buffer module 106. The front, rear, left and right ends of the first protection frame 101 are evenly provided with a plurality of first drainage holes 102 for drainage. The outer side of the first drainage hole 102 is provided with a first guide groove 103 for guiding water flow. By setting the first drainage hole 102 for drainage, it is possible to avoid the collapse of the roadbed caused by the accumulation of rainwater. The right end and the front end of the first protection frame 101 are evenly provided with a plurality of first buffer modules 106 for buffering. The left end and the rear end of the first protection frame 101 are evenly provided with a first card block for engaging and connecting with the first buffer module 106. Slot 105, a plurality of groups of first clamping blocks 104 for clamping and connecting with the second frame assembly 2 are evenly distributed at the lower end of the first protection frame 101. The clamping structure is set to facilitate installation and disassembly. The first buffer module 106 includes a mounting block 107, a spring 109 and a damper 110. The mounting block 107 is provided with a mounting groove 108 for installing the spring 109 at one end away from the first protection frame 101. The spring 109 for buffering is installed inside the mounting groove 108. The damper 110 for assisting rebound is provided inside the spring 109. The buffering effect of the spring 109 can protect the roadbed so that it is not easy to be deformed and damaged when subjected to external force.

[0027] See also Figure 5-6 In this embodiment, the second frame assembly 2 includes a second protection frame module 201, and a plurality of second card slots 202 for engaging with the first card block 104 are evenly distributed on the upper end of the second protection frame module 201. The structure of the second frame assembly 2 except the second card slots 202 is the same as that of the first frame assembly 1, and the second frame assembly 2, the third frame assembly 3 and the fourth frame assembly 4 are the same in structure.

[0028] See also Figure 7In the present embodiment, the bottom component 5 includes a support seat 501 and a second buffer module 506. A plurality of third card slots 502 matching the first card block 104 are arranged around the upper side of the support seat 501. A plurality of third drainage holes 503 for drainage are evenly distributed linearly on the upper end of the support seat 501. A plurality of second guide grooves 504 corresponding to the first guide grooves 103 are evenly distributed on the side of the support seat 501. A plurality of second buffer modules 506 for buffering are evenly distributed on the front end and the right end of the support seat 501. A plurality of fourth card slots 505 matching and engaging with the second buffer module 506 are evenly distributed on the rear end and the left end of the support seat 501. The second buffer module 506 has the same structure as the first buffer module 106. The drainage effect can be further enhanced by draining water from the bottom through the third drainage holes 503.

[0029] See also Figure 8 In this embodiment, the filling component 6 includes a first filling layer 601, a second filling layer 602, a third filling layer 603, a fourth filling layer 604 and a steel mesh 605. The first filling layer 601, the second filling layer 602, the third filling layer 603 and the fourth filling layer 604 are arranged sequentially from top to bottom. The bottoms of the first filling layer 601, the second filling layer 602, the third filling layer 603 and the fourth filling layer 604 are all fitted with a steel mesh 605 for increasing stability and preventing subsidence. The multi-layer steel mesh 605 supports each filling structure, which can make the filling structure less likely to be damaged by force.

[0030] When working, firstly, the first frame assembly 1, the second frame assembly 2, the third frame assembly 3, the fourth frame assembly 4 and the bottom assembly 5 are snap-fitted and connected together in order from top to bottom;

[0031] Then fill the filling assembly 6 into the interior, fill the first filling layer 601, the second filling layer 602, the third filling layer 603 and the fourth filling layer 604 in order from top to bottom, and ensure that a layer of steel mesh 605 is provided between each layer;

[0032] Then, the number of each component is increased according to the actual width and length of the roadbed, and the first buffer modules 106 and the first card slots 105 of adjacent components are connected together by snapping together;

[0033] During the roadbed operation, when subjected to external force, the first buffer module 106 and the second buffer module 506 are used for buffering and shock absorption, the elastic force of the spring 109 is used for buffering, the damper 110 inside the spring 109 is used for auxiliary rebound, and the multi-layer steel mesh 605 is used to support each filling structure;

[0034] When it rains, water is drained through the first drainage hole 102 , the second drainage hole and the third drainage hole 503 , and water is guided through the first guide groove 103 and the second guide groove 504 .

[0035] Through the above steps, the staff first snaps together the first frame component 1, the second frame component 2, the third frame component 3, the fourth frame component 4 and the bottom component 5 in sequence from top to bottom, and then fills the filling component 6 into the interior, fills the first filling layer 601, the second filling layer 602, the third filling layer 603 and the fourth filling layer 604 in sequence from top to bottom, and ensures that a layer of steel mesh 605 is arranged between each layer. By setting the filling component 6 into a multi-layer structure, and arranging steel mesh 605 at the bottom of the first filling layer 601, the second filling layer 602, the third filling layer 603 and the fourth filling layer 604, a support effect can be formed for each filling layer in turn. Through the support effect of the multi-layer steel mesh 605, the stability of the overall filling component 6 can be increased. Then, the number of each component is increased according to the actual width and length of the roadbed, and the first buffer module 106 and the first slot 105 of the adjacent components are snap-connected. Together, during the operation of the roadbed, when subjected to external force, the first buffer module 106 and the second buffer module 506 are used for buffering and shock absorption, the elastic force of the spring 109 is used for buffering, and the damper 110 inside the spring 109 is used for auxiliary rebound. By setting the first buffer module 106, it can play a buffering role when subjected to a large external force, and the spring 109 can play a certain buffering role when subjected to force, so that the roadbed is not easily damaged when subjected to a large external force, and the various filling structures are supported by the multi-layer steel mesh 605, so that the filling structure is not easily damaged by force. When encountering rainy weather, the water is drained through the first drainage hole 102, the second drainage hole and the third drainage hole 503, and the water flow is guided by the first guide groove 103 and the second guide groove 504. The drainage structure is set to drain the rainwater in time, which can prevent the roadbed structure from being corroded by rainwater and causing collapse. With the mutual cooperation of various components, the anti-subsidence effect is better.

[0036] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of those skilled in the art without departing from the purpose of the present invention.

Claims

1. A municipal road subgrade structure for preventing subgrade settlement, comprising a first frame assembly (1); characterized in that: The invention also comprises a second frame assembly (2), a third frame assembly (3), a fourth frame assembly (4), a bottom assembly (5) and a filling assembly (6); the first frame assembly (1), the second frame assembly (2), the third frame assembly (3), the fourth frame assembly (4) and the bottom assembly (5) are snap-fitted and connected in sequence from top to bottom; the interior of the whole formed by connecting the first frame assembly (1), the second frame assembly (2), the third frame assembly (3), the fourth frame assembly (4) and the bottom assembly (5) is filled with a filling assembly (6) for forming a roadbed structure; the first frame assembly (1), the second frame assembly (2), the third frame assembly (3) and the fourth frame assembly (4) are used to fix the filling assembly (6); and the bottom assembly (5) is used to support the filling assembly (6).

2. A municipal road subgrade structure for preventing subgrade settlement according to claim 1, characterized in that: The first frame assembly (1) comprises a first protective frame (101), a first clamping block (104) and a first buffer module (106); a plurality of first drainage holes (102) for drainage are evenly arranged at the front, rear, left and right ends of the first protective frame (101); and first guide grooves (103) for guiding water flow are arranged outside the first drainage holes (102).

3. A municipal road subgrade structure for preventing subgrade settlement according to claim 2, characterized in that: The right end and the front end of the first protection frame (101) are evenly provided with a plurality of first buffer modules (106) for buffering, the left end and the rear end of the first protection frame (101) are evenly provided with first card slots (105) for engaging with the first buffer modules (106), and the lower end of the first protection frame (101) is evenly provided with a plurality of first card blocks (104) for engaging with the second frame assembly (2).

4. A municipal road subgrade structure for preventing subgrade settlement according to claim 3, characterized in that: The first buffer module (106) comprises a mounting block (107), a spring (109) and a damper (110); an end of the mounting block (107) away from the first protection frame (101) is provided with a mounting groove (108) for mounting the spring (109); a spring (109) for buffering is installed inside the mounting groove (108); and a damper (110) for assisting rebound is provided inside the spring (109).

5. A municipal road subgrade structure for preventing subgrade settlement according to claim 4, characterized in that: The second frame assembly (2) comprises a second protection frame module (201); a plurality of second card slots (202) for being engaged with the first card block (104) are evenly distributed on the upper end of the second protection frame module (201); the structure of the second frame assembly (2) other than the second card slots (202) is arranged in the same manner as the structure of the first frame assembly (1); the second frame assembly (2), the third frame assembly (3) and the fourth frame assembly (4) are arranged in the same manner.

6. The municipal road subgrade structure for preventing subgrade settlement according to claim 1, characterized in that: The bottom component (5) comprises a support seat (501) and a second buffer module (506); a plurality of third card slots (502) matching the first card block (104) are arranged around the upper side of the support seat (501); a plurality of third drainage holes (503) for drainage are evenly arranged in a linear distribution on the upper end of the support seat (501); a plurality of second guide grooves (504) corresponding to the first guide grooves (103) are evenly arranged on the side of the support seat (501); a plurality of second buffer modules (506) for buffering are evenly arranged on the front end and the right end of the support seat (501); a plurality of fourth card slots (505) matching and engaging with the second buffer module (506) are evenly arranged on the rear end and the left end of the support seat (501); and the second buffer module (506) has the same structure as the first buffer module (106).

7. The municipal road subgrade structure for preventing subgrade settlement according to claim 1, characterized in that: The filling component (6) includes a first filling layer (601), a second filling layer (602), a third filling layer (603), a fourth filling layer (604) and a steel mesh (605). The first filling layer (601), the second filling layer (602), the third filling layer (603) and the fourth filling layer (604) are arranged in sequence from top to bottom. The bottoms of the first filling layer (601), the second filling layer (602), the third filling layer (603) and the fourth filling layer (604) are all fitted with a steel mesh (605) for increasing stability and preventing subsidence.

Images