A precast block structure for slope protection and treatment
By using masonry capping and footing to form a gravity retaining wall support, combined with precast blocks and snap-fit connections, the problems of complex construction, long cycle and high cost in slope protection projects are solved, achieving rapid and stable slope treatment and vegetation planting, and improving the drainage and protection effect of the slope.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- XIAN YUANFENGCHENG ENG CONSULTING CO LTD
- Filing Date
- 2025-07-15
- Publication Date
- 2026-06-30
AI Technical Summary
Existing slope protection engineering methods suffer from problems such as complex construction, long construction period, high cost, poor drainage, and inadequate protection, especially in mountainous areas and riverbank slopes in the south.
The gravity retaining wall is supported by masonry capping and footing, using individual prefabricated masonry units with recessed grooves and protruding buckles connected by sloping steps, combined with prefabricated standard blocks to achieve rapid construction and stable connection, and equipped with geotextile and gravel for reinforcement and protection.
It effectively solved the problems of poor drainage and inadequate protection, improved construction speed and quality, reduced costs, and enhanced the stability of the slope and the feasibility of vegetation planting.
Smart Images
Figure CN224431468U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of slope protection technology, specifically a precast block structure for slope protection. Background Technology
[0002] The current situation is characterized by high water content on slopes in mountainous areas of southern China and the Qinling Mountains, as well as slopes near rivers and the sea, where annual rainfall is abundant. This is mainly reflected in the lithology of the slopes, which consists primarily of gravelly soil, completely weathered, and strongly weathered rock. Current engineering projects often employ methods such as strong support, drainage blind ditches, slope drainage holes, and large-area grid framework construction for slope management. The overall management approach is "drainage" and slope and toe protection. However, we often focus only on drainage while neglecting the inadequate protection and management of the slope. On the other hand, the use of strong support can prevent water from draining from the slope in a timely manner. Past engineering management often used on-site construction of retaining walls, anti-slide piles, drainage blind ditches, and grid frameworks, which are complex, time-consuming, costly, and difficult to control in terms of construction quality.
[0003] Meanwhile, a slope protection structure for ecological slope management, with announcement number CN209722871U, is disclosed. It includes a first base and a second base, with a slope between the first base and the second base. A soil collection pit is provided at the upper end of the second base. A water storage tank is buried in the slope. The water storage tank and the slope are connected by multiple water inlet pipes. A water pump is fixedly connected to the bottom of the water storage tank. A water outlet pipe is fixedly installed at the outlet end of the water pump. The upper end of the water outlet pipe passes through the first base and is connected to the slope. A separation mechanism is fixedly connected to the side wall of the water storage tank.
[0004] The aforementioned slope protection structure for ecological slope management can only be improved by adding a water storage tank for easier use, but it cannot reduce the complexity of construction, the long construction period, the high cost, or the difficulty in controlling the construction quality during use.
[0005] Therefore, a precast block structure for slope protection is proposed to address the above problems. Utility Model Content
[0006] To address the problems mentioned in the background art, this utility model provides a precast block structure for slope protection, which effectively overcomes the shortcomings of existing technologies such as poor drainage and inadequate protection. It utilizes masonry capping and footing to form a gravity retaining wall support, fundamentally solving the problem of slope management.
[0007] To achieve the above objectives, this utility model provides the following technical solution: a precast block structure for slope protection, comprising a single precast masonry unit on the upper left side of the single precast masonry unit for slope stabilization steps, and a single precast masonry unit on the lower right side of the single precast masonry unit for slope stabilization steps. The single precast masonry unit includes a front edge capping of the slope masonry, which is fixed on the upper surface of the single precast masonry unit for slope stabilization steps. Longitudinal protruding buckles are fixed on both the front and rear sides of the lower end of the front edge capping of the slope masonry. A rear edge foot is fixed on the left side of the lower end of the front edge capping of the slope masonry. Longitudinal recessed grooves are provided on both the front and rear sides of the upper end of the rear edge foot.
[0008] Preferably, the single prefabricated masonry unit of the slope sloping step includes a step masonry rear edge foot, the upper end face of the step masonry rear edge foot is provided with a recessed groove on the left side, and a horizontally protruding buckle of the slope masonry front edge cap is fixed inside the recessed groove, and a step masonry vegetation planting partition is fixed on the right side of the step masonry rear edge foot.
[0009] By adopting the above technical solutions, effective connection between prefabricated units and division of vegetation planting areas can be achieved.
[0010] Preferably, a front edge capping of the step masonry is fixedly provided on the right side of the vegetation planting partition, and a protruding buckle of the front edge capping of the step masonry is fixedly provided on the lower end face of the front edge capping of the step masonry.
[0011] By adopting the above technical solutions, it is helpful to clarify the structural layout and enhance the connection stability by using snap-fit.
[0012] Preferably, a transverse recessed groove for the rear edge pressure foot of the slope masonry is provided on the right side of the upper end face, and the protruding buckle of the front edge pressure foot of the step masonry is fixed inside the transverse recessed groove for the rear edge pressure foot of the slope masonry.
[0013] By adopting the above technical solution, the front and rear structures can be tightly connected, enhancing overall stability.
[0014] Preferably, a drainage channel is provided in the middle of the upper end face of the rear edge foot of the stepped masonry, and a sloped stepped vegetation planting section is fixed on the inner side of the stepped masonry vegetation planting partition.
[0015] By adopting the above technical solutions, drainage function can be achieved and planting space for vegetation can be provided.
[0016] Preferably, a geotextile is fixedly provided on the rear end face of the front edge capping of the slope masonry, and sand and gravel are fixedly provided on the left end face of the geotextile, with the sand and gravel fixed below the foot of the rear edge capping of the slope masonry.
[0017] By adopting the above technical solutions, geotextiles and gravel can be used for reinforcement and protection.
[0018] Compared with the prior art, the beneficial effects of this utility model are as follows:
[0019] 1. This utility model uses a single prefabricated masonry unit for slope stabilization steps. This unit can effectively overcome the shortcomings of existing technologies, such as poor drainage and inadequate protection. It uses masonry capping and footing to form a gravity retaining wall support, thus fundamentally solving the problem of slope management.
[0020] 2. This utility model uses a single prefabricated masonry unit on a slope, with recessed grooves and protruding buckles for connection, combined with prefabricated standard blocks. It eliminates the need for steel reinforcement, resulting in fast construction, high quality, low cost, and strong practicality. At the same time, it also improves construction speed and quality. Attached Figure Description
[0021] Figure 1 This is a schematic diagram of the overall structure of this utility model;
[0022] Figure 2 This is a schematic diagram of the installation structure of a single prefabricated masonry unit on a slope surface according to this utility model;
[0023] Figure 3 This is a schematic diagram of the installation structure of the sand and gravel according to this utility model;
[0024] Figure 4 This is a schematic diagram of the installation structure of a single prefabricated masonry unit for a slope-releasing step according to this utility model.
[0025] Figure 5 This is a schematic diagram of the installation structure of the recessed groove at the rear edge of the stepped masonry of this utility model.
[0026] Figure 6 This is a schematic diagram of the installation structure of the geotextile of this utility model;
[0027] Figure 7 This is a schematic diagram of the installation structure of the longitudinally protruding buckle at the front edge of the slope masonry of this utility model.
[0028] In the diagram: 1. Precast single masonry unit for sloping steps; 11. Front edge capping of the step masonry; 12. Protruding buckle of the front edge capping of the step masonry; 13. Vegetation planting partition of the step masonry; 14. Rear edge footing of the step masonry; 15. Drainage ditch of the step; 16. Recessed groove of the rear edge footing of the step masonry.
[0029] 2. Precast single masonry unit on slope; 21. Front edge capping of slope masonry; 22. Lateral protruding buckle of front edge capping of slope masonry; 23. Longitudinal protruding buckle of front edge capping of slope masonry; 24. Rear edge footing of slope masonry; 25. Lateral recessed groove of rear edge footing of slope masonry; 26. Longitudinal recessed groove of rear edge footing of slope masonry; 3. Vegetation planting on slope steps; 4. Geotextile; 5. Sand and gravel. Detailed Implementation
[0030] 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.
[0031] The following describes an embodiment of this utility model based on its overall structure.
[0032] like Figures 1 to 5 As shown, this utility model provides a precast block structure for slope protection and treatment, including a single precast masonry unit 2 on the left side of the upper end face of a single precast masonry unit 1 for slope sloping steps, and a single precast masonry unit 2 on the right side of the lower end face of the single precast masonry unit 1 for slope sloping steps. The single precast masonry unit 2 for slope sloping steps includes a front edge capping 21 for slope sloping masonry, and the front edge capping 21 for slope sloping masonry is fixed on the upper end face of the single precast masonry unit 1 for slope sloping steps. The front and rear sides of the lower end of the front edge capping 21 for slope sloping masonry are both fixed with longitudinally protruding buckles 23. The left side of the lower end face of the front edge capping 21 for slope sloping masonry is fixed with a rear edge foot 24 for slope sloping masonry. The front and rear sides of the upper end face of the rear edge foot 24 for slope sloping masonry are both provided with longitudinally recessed grooves 26 for slope sloping masonry.
[0033] The single prefabricated masonry unit 1 of the slope step includes a step masonry rear edge foot 14. The upper left side of the step masonry rear edge foot 14 is provided with a step masonry rear edge foot recessed groove 16, and the step masonry rear edge foot recessed groove 16 is fixedly provided with a slope masonry front edge capping transverse protruding buckle 22 for fixing. The right side of the step masonry rear edge foot 14 is fixedly provided with a step masonry vegetation planting partition 13.
[0034] The right side of the stepped masonry vegetation planting partition 13 is fixedly provided with a stepped masonry front edge capping 11, and the lower end face of the stepped masonry front edge capping 11 is fixedly provided with a stepped masonry front edge capping protruding buckle 12 for fixing.
[0035] A transverse recessed groove 25 for the rear edge pressure foot 24 of the slope masonry is provided on the right side of the upper end face to serve as a fixation inside the groove, and the protruding buckle 12 of the front edge pressure foot of the step masonry is fixed inside the transverse recessed groove 25 of the rear edge pressure foot of the slope masonry.
[0036] A drainage channel 15 is provided in the middle of the upper end face of the foot 14 at the rear edge of the masonry step to facilitate drainage. A sloped step vegetation planting 3 is fixed on the inner side of the vegetation planting partition 13 of the masonry step to provide protection.
[0037] Geotextile 4 is fixedly installed on the rear end face of the front edge capping 21 of the slope masonry, and sand and gravel 5 is fixedly installed on the left end face of the geotextile 4 for fixing, and the sand and gravel 5 is fixed on the lower side of the rear edge capping foot 24 of the slope masonry.
[0038] The working principle and process of a precast block structure for slope protection:
[0039] The design principle of this precast slope protection block structure is based on the cooperation of multiple precast units, aiming to achieve multiple functions such as slope stabilization, vegetation planting, and drainage, thereby effectively managing the slope. Longitudinal connection: the longitudinally protruding buckle 23 at the front edge of the slope masonry cap cooperates with the longitudinally recessed groove 26 at the rear edge of the slope masonry cap. This longitudinal buckle and groove design allows adjacent individual precast masonry units 2 to be tightly connected in the longitudinal direction, enhancing the structural stability in the vertical direction and preventing longitudinal displacement of the precast units under the gravity of the slope. The transversely protruding buckle 22 at the front edge of the slope masonry cap cooperates with the recessed groove 16 at the rear edge of the step masonry cap. The protruding buckle 12 at the front edge of the step masonry cap cooperates with the recessed groove 16 at the rear edge of the slope masonry cap. The horizontal recessed grooves 25 of the foot ensure a stable horizontal connection between the individual precast masonry unit 2 and the individual precast masonry unit 1 of the slope sloping steps, preventing the structure from sliding horizontally. The step masonry planting partition 13 provides an independent planting space for the slope sloping steps planting 3, separating the planting area from other structural parts, avoiding adverse effects of vegetation growth on structural stability, and also facilitating vegetation growth and maintenance. The step drainage channel 15 opened in the middle of the upper end face of the step masonry foot 14 can collect rainwater and other water flow from the slope and guide it to a suitable location for discharge, preventing water accumulation from eroding the slope and protecting the slope. To ensure the stability of the slope structure, place the precast individual masonry unit 1 for the slope sloping steps. Position the precast individual masonry unit 1 on the slope according to the design location, paying attention to the position and direction of the rear edge capping foot 14 of the step masonry to ensure it matches the slope's topography and design requirements. Install the precast individual masonry unit 2, placing it on the upper and lower end faces and left and right sides of the precast individual masonry unit 1. Specifically, first fix the front edge capping foot 21 of the slope masonry to the upper end face of the precast individual masonry unit 1. Then, align the longitudinal protruding buckle 23 of the front edge capping foot with the longitudinal recessed groove 26 of the rear edge capping foot and engage it. Simultaneously, align the transverse protruding buckle 23 of the front edge capping foot with the longitudinal protruding groove 26 of the rear edge capping foot. 2. Insert the recessed groove 16 of the rear edge capping foot of the step masonry, and insert the protruding buckle 12 of the front edge capping of the step masonry into the transverse recessed groove 25 of the rear edge capping foot of the slope masonry to complete the transverse and longitudinal connection. Lay geotextile 4 on the rear end face of the front edge capping 21 of the slope masonry, and then lay sand and gravel 5 on the left end face of the geotextile 4 and fix the sand and gravel 5 on the lower side of the rear edge capping foot 24 of the slope masonry. The laying of geotextile 4 and sand and gravel 5 can play the role of filtration and drainage, further enhancing the stability of the slope protection structure. On the inner side of the vegetation planting partition 13 of the step masonry, carry out the slope step vegetation planting 3. Select vegetation suitable for the local climate and slope environment for planting. During the planting process, pay attention to the spacing and maintenance of the vegetation so that it can grow well and play the role of vegetation slope protection.
[0040] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.
[0041] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A structure of precast blocks for the treatment of slopes, comprising a single masonry precast unit (1) of a bench step of the slope surface, characterized in that: The upper left side of the single prefabricated masonry unit (1) of the slope slope step is provided with a single prefabricated masonry unit (2), and the lower right side of the single prefabricated masonry unit (1) of the slope slope step is provided with a single prefabricated masonry unit (2). The single prefabricated masonry unit (2) of the slope slope step includes a front edge capping (21) of the slope slope masonry, and the front edge capping (21) of the slope slope masonry is fixed on the upper end of the single prefabricated masonry unit (1). The front and rear sides of the lower end of the front edge capping (21) of the slope slope masonry are both fixed with longitudinal protruding buckles (23) of the front edge capping (23). The left side of the lower end of the front edge capping (21) of the slope slope masonry is fixed with a rear edge capping foot (24). The front and rear sides of the upper end of the rear edge capping foot (24) of the slope slope masonry are both provided with longitudinal recessed grooves (26) of the rear edge capping foot (24).
2. The structure of the precast blocks for slope protection according to claim 1, characterized in that: The single prefabricated unit (1) of the slope sloping step includes a step masonry rear edge foot (14). The upper end face of the step masonry rear edge foot (14) is provided with a step masonry rear edge foot recessed groove (16), and the step masonry rear edge foot recessed groove (16) is fixedly provided with a slope masonry front edge capping transverse protruding buckle (22). The right side of the step masonry rear edge foot (14) is fixedly provided with a step masonry vegetation planting partition (13).
3. The structure of the precast blocks for the slope protection according to claim 2, characterized in that: The right side of the stepped masonry vegetation planting partition (13) is fixedly provided with a stepped masonry front edge capping (11), and the lower end face of the stepped masonry front edge capping (11) is fixedly provided with a stepped masonry front edge capping protruding buckle (12).
4. The structure of the precast blocks for slope protection according to claim 1, characterized in that: The upper right side of the rear edge footing (24) of the slope masonry is provided with a transverse recessed groove (25) for the rear edge footing of the slope masonry, and the protruding buckle (12) of the front edge of the step masonry is fixed inside the transverse recessed groove (25) for the rear edge footing of the slope masonry.
5. A precast block structure for slope protection as described in claim 2, characterized in that: A step drainage channel (15) is provided in the middle of the upper end face of the step masonry rear edge foot (14), and a slope slope step vegetation planting (3) is fixed on the inner side of the step masonry vegetation planting partition (13).
6. The precast block structure for slope protection as described in claim 1, characterized in that: Geotextile (4) is fixedly provided on the rear end face of the front edge capping (21) of the slope masonry, and sand and gravel (5) is fixedly provided on the left end face of the geotextile (4), and the sand and gravel (5) is fixed on the lower side of the rear edge capping foot (24) of the slope masonry.