Slope marble boarding ramp pavement structure
By connecting the vertical beams and the inner ring beams in the ground ring beam structure, and laying marble with the plain concrete layer and the cement mortar layer, the structural stability problem of the inclined marble ramp when bearing heavy vehicles is solved, and the stability and anti-slip function of the paving structure are achieved.
Patent Information
- Application Number
- CN202422253077.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-09-14
- Publication Date
- 2025-07-25
- Estimated Expiration
- 2034-09-14
AI Technical Summary
In the prior art, inclined marble vehicle ramps are prone to ground cracks, stone hollows, stone cracks, and ground sinking when they bear heavy vehicles.
The ground ring beam structure is adopted, including horizontal beams and vertical vertical beams. The vertical beams are connected to the inner ring beam planting ribs of the building, and the plain concrete layer and the cement mortar layer are laid to form a stable paving structure.
Through the reinforcement of the edge, the connection with the original base layer of the building is solved, the problems of ground cracks, stone hollows, stone cracks, and ground sinking are highly practical.
Smart Images
Figure CN223151526U_ABST
Abstract
Description
Technical Field
[0001] This application relates to the technical field of stone paving, and particularly to a paving structure for a ramp for vehicles to drive onto a sloping marble surface. Background Art
[0002] In the prior art, there are many ramps for vehicles to drive onto outside buildings, and marbles are paved on these ramps. The conventional paving structure is generally to pour a base concrete layer, lay mortar, and then lay stones. This structure is prone to problems such as ground cracks, stone hollowing, stone cracking, and ground subsidence when bearing vehicles with a large load.
[0003] To solve the above technical problems, this application discloses a paving structure for a ramp for vehicles to drive onto a sloping marble surface. Utility Model Content
[0004] To overcome the deficiencies of the prior art, this application discloses a paving structure for a ramp for vehicles to drive onto a sloping marble surface.
[0005] To achieve the above object, the technical solution adopted in this application is: A paving structure for a ramp for vehicles to drive onto a sloping marble surface, including a groove opened on the outside of a building. A ground ring beam is provided in the groove. The ground ring beam includes a cross beam parallel to the horizontal plane and vertical beams a and b provided at both ends of the cross beam. And the vertical beam a is connected to the internal ring beam of the building by steel bar implantation. The height of the vertical beam a is greater than the height of the vertical beam b. A plain stone concrete layer is poured from the highest position of the vertical beam a to below the bending part of the vertical beam b and the cross beam. The upper surface of the plain stone concrete layer is paved with marbles through a cement mortar layer in its direction.
[0006] Further preferably, a gravel cushion layer is laid below the cross beam of the ground ring beam in the groove.
[0007] Further preferably, the ground ring beam includes several main steel bars with cross beams, vertical beams a and b, and several stirrups. The several main steel bars are fixedly connected by the several stirrups.
[0008] Further preferably, the diameter of the main steel bars is 10 mm.
[0009] Further preferably, the diameter of the stirrups is 6 mm.
[0010] Further preferably, the upper surface of the plain stone concrete layer is inclined at 30°.
[0011] Further preferably, anti-slip grooves are opened on the marble surface.
[0012] This application achieves the following beneficial effects:
[0013] This application solves the problems of ground cracks, stone hollowing, stone cracking, and ground subsidence that are prone to occur when bearing heavy vehicles in the later stage by surrounding and strengthening the base layer and establishing a stable connection with the original building base layer. Compared with the prior art, it has strong practicability.
[0014] As for other features and advantages of this application, they will be described in the subsequent specification, and will be partially obvious from the specification, or understood by implementing this application. The objectives and other advantages of this application can be achieved and obtained through the structure pointed out in the specification and the drawings. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] The drawings herein are incorporated into the specification and constitute a part of this specification, showing embodiments consistent with the disclosure of this application, and are used together with the specification to explain the principles of this disclosure.
[0016] Figure 1 Schematic diagram of the prior art structure disclosed in this application;
[0017] Figure 2 Schematic diagram of the overall structure disclosed in this application;
[0018] In the figure: 10, groove; 20, ground ring beam; 21, main reinforcement; 211, cross beam; 212, vertical beam a; 213, vertical beam b; 22, stirrup; 30, implanted bar; 40, plain stone concrete layer; 50, cement mortar layer; 60, marble; 61, anti-slip groove; K, inner ring beam. DETAILED DESCRIPTION OF THE EMBODIMENTS
[0019] Next, the technical solutions in the embodiments of this application will be clearly and completely described in conjunction with the drawings in the embodiments of this application. Obviously, the described embodiments are only a part of the embodiments of this application, rather than all the embodiments.
[0020] In the description of this application, it should be understood that the terms "opening", "upper", "lower", "thickness", "top", "middle", "length", "inner", "periphery", etc. indicating orientation or positional relationships are only for the convenience of describing this application and simplifying the description, rather than indicating or implying that the components or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this application.
[0021] Embodiment
[0022] In order to solve the problems of ground cracks, stone hollowing, stone cracking, and ground subsidence that are prone to occur when the uphill lane paved with marble 60 bears heavy vehicles in the later stage, refer to Figure 1 and Figure 2As shown in the figure, the present application discloses a paving structure for a ramp on the inclined surface of marble, which includes a groove 10 opened outside the building. A ground ring beam 20 is provided in the groove 10. The ground ring beam 20 includes a cross beam 211 parallel to the horizontal plane and vertical beams a 212 and b 213 provided at both ends of the cross beam 211. The vertical beam a 212 is connected to the internal ring beam K of the building by planting steel bars 30. The height of the vertical beam a 212 is greater than the height of the vertical beam b 213. A plain stone concrete layer 40 is poured below the highest position of the vertical beam a 212 to the bending position of the vertical beam b 213 and the cross beam 211. Specifically, the upper surface of the plain stone concrete layer 40 is inclined at 30°. Marble 60 is laid on the upper surface of the plain stone concrete layer 40 through a cement mortar layer 50 in its direction.
[0023] By arranging a ground ring beam 20 in the groove 10 and fixing the vertical beam a 212 of the ground ring beam 20 to the indoor ring beam by means of planting steel bars 30, the edge reinforcement of the base layer is realized and a stable connection is established with the original base layer (internal ring beam K) of the building, solving the problems of ground cracks, stone hollowing, stone cracking, and ground subsidence that are likely to occur when bearing heavy vehicles in the later stage.
[0024] In addition, when paving the marble 60, attention should be paid to making the height of the edge marble 60 consistent with the surface layer height of the internal ring beam K of the building; and the overall marble 60 layer should be inlaid within the range of the ground ring beam 20, so as to reduce the displacement, hollowing, and falling off of the marble 60 layer caused by stress.
[0025] In addition to the above structure, the present application is provided with a gravel cushion layer below the cross beam 211 of the ground ring beam 20 in the groove 10, which can increase the bearing capacity of the bottom of the groove 10, thereby realizing the stable setting of the ground ring beam 20.
[0026] Specifically, the ground ring beam 20 of the present application includes several main steel bars 21 having a cross beam 211, a vertical beam a 212, and a vertical beam b 213, and several stirrups 22. The several main steel bars 21 are fixedly connected through the several stirrups 22. In this embodiment, the diameter of the main steel bars 21 is preferably 10 mm, and the diameter of the stirrups 22 is preferably 6 mm. In specific implementation, the parameters of the main steel bars 21 and the stirrups 22 of the present application can be selected according to the use requirements, as long as the expected functions of the present application can be achieved.
[0027] In this embodiment, anti-slip grooves 61 are provided on the surface of the marble 60, so that the anti-slip function can be realized, which has strong practicability.
[0028] In the description of this specification, the descriptions referring to terms such as "one embodiment", "example", "specific example", etc. mean that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of this application. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in a suitable manner in any one or more embodiments or examples.
[0029] The above embodiments are only for illustrating the technical concept and features of this application, and the purpose is to enable those skilled in the art to understand the content of this application and implement it accordingly. It cannot be used to limit the protection scope of this application. Any equivalent transformation or modification made according to the spirit and essence of this application should be covered within the protection scope of this application.
Claims
1. An inclined plane marble vehicle ramp paving structure, including a groove opened outside the building, characterized in that, A ground ring beam is provided in the groove. The ground ring beam includes a cross beam parallel to the horizontal plane and vertical beams a and b vertically provided at both ends on both sides of the cross beam. And the vertical beam a is connected to the internal ring beam of the building by planting steel bars. The height of the vertical beam a is greater than the height of the vertical beam b. A plain stone concrete layer is poured from the highest position of the vertical beam a to below the bending part of the vertical beam b and the cross beam. Marble is laid on the upper surface of the plain stone concrete layer in its direction through a cement mortar layer.
2. The paving structure of the inclined marble vehicle ramp according to claim 1, characterized in that, A gravel cushion layer is laid below the cross beam of the ground ring beam in the groove.
3. The paving structure of the inclined marble vehicle ramp according to claim 1, wherein The ground ring beam includes several main steel bars with cross beams, vertical beams a and b and several stirrups. The several main steel bars are fixedly connected through the several stirrups.
4. A paving structure for a ramp on an inclined marble surface according to claim 3, characterized in that, The diameter of the main steel bar is 10 mm.
5. A ramp paving structure for marble on an inclined plane according to claim 3, characterized in that, The diameter of the stirrup is 6 mm.
6. The paving structure of the inclined marble vehicle ramp according to claim 1, characterized in that, The upper surface of the plain stone concrete layer is arranged at an inclination of 30°.
7. A paving structure for a ramp on an inclined marble surface according to claim 1, characterized in that, Anti-slip grooves are formed on the surface of the marble.