Flower bed formwork structure with gradient

Abstract

The utility model relates to the technical field of building construction, in particular to a sloped flower bed formwork structure, which is characterized in that a baffle plate piece connected with a bottom plate is arranged between a first partition plate and a second partition plate, concrete enters a partition plate concrete filling area through the first partition plate in the concrete pouring process, and under the action of the baffle plate piece, concrete is poured into the partition plate concrete filling area; according to the invention, concrete can be effectively prevented from flowing downwards, it is ensured that the concrete can be stably formed in a partition plate concrete filling area, and the problems that an existing flower pond on a slope is generally provided with a reverse ridge partition plate so as to improve the appearance aesthetic feeling and management efficiency, but in the construction process, due to natural inclination of the slope, the construction cost is low are effectively solved. The problems that concrete flows from a high position to a low position under the action of gravity, so that the concrete is difficult to uniformly form in a reverse ridge partition plate mold, the construction difficulty is increased, and the labor and time cost is obviously wasted are solved.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically a sloping flower bed formwork structure. Background Technology

[0002] People build flower beds on slopes to transform what might otherwise appear monotonous or barren into lush, vibrant landscape highlights. Through carefully selected flowers and greenery, they not only adorn the slopes with vibrant colors and layers, but also greatly enhance the overall aesthetics of the surrounding environment, bringing a touch of freshness and nature to cities and villages, allowing people to experience the tranquility and beauty of nature even amidst their busy lives.

[0003] To enhance aesthetics and management efficiency, flower beds on existing slopes are typically equipped with inverted retaining walls, dividing the flower beds into multiple independent planting areas. However, during construction, due to the natural inclination of the slope, the concrete flows from high to low under gravity, making it difficult for the concrete to be uniformly formed in the retaining wall mold. This not only increases the difficulty of construction but also leads to a significant waste of manpower and time.

[0004] This utility model was proposed in response to the shortcomings of the existing technology. Utility Model Content

[0005] The aforementioned existing flower beds on slopes are typically equipped with inverted retaining walls to improve aesthetics and management efficiency. However, during construction, due to the natural inclination of the slope, concrete flows from high to low under gravity, making it difficult for the concrete to be uniformly molded in the retaining wall mold. This not only increases construction difficulty but also leads to a significant waste of manpower and time. The technical solution adopted by this utility model to solve this problem is as follows:

[0006] A sloping flower bed formwork structure includes a first side plate, a second side plate, and a bottom plate. The first side plate, the second side plate, and the bottom plate enclose a flower bed space for planting flowers and grass. The flower bed space is provided with a baffle for preventing concrete from flowing downward and a partition assembly corresponding to the baffle. The partition assembly includes a first partition and a second partition. The first partition and the second partition enclose a partition concrete filling area. The baffle is located between the first partition and the second partition and is connected to the bottom plate.

[0007] Furthermore, the first partition and the second partition are arranged sequentially along the concrete flow direction, and a gap is provided between the first partition and the bottom plate for the concrete to flow to the second partition. The baffle is located on the side of the second partition close to the first partition and is detachably connected to the bottom plate.

[0008] Furthermore, the base plate is provided with building steel bars, and the baffle is provided with a plug groove that engages with the building steel bars.

[0009] Furthermore, the first side plate includes a first outer side plate connected to the bottom plate and a first inner side plate located on the side of the first outer side plate near the flower bed space. The first outer side plate, the first inner side plate and the bottom plate enclose a concrete filling area for the first side plate.

[0010] Furthermore, the second side plate includes a second outer side plate connected to the bottom plate and a second inner side plate located on the side of the second outer side plate near the flower bed space. The second outer side plate, the second inner side plate and the bottom plate enclose a concrete filling area for the second side plate.

[0011] Furthermore, the first outer side plate, the second outer side plate, and the bottom plate enclose a concrete filling area for the bottom plate.

[0012] Furthermore, the bottom of the base plate is provided with an adjusting rod for adjusting the height.

[0013] Furthermore, after the concrete in the partition concrete filling area dries, it forms a reverse partition, and the flower bed space is divided into several independent planting areas through the reverse partition.

[0014] Furthermore, the insertion slot is elongated and has a U-shaped cross-section.

[0015] Furthermore, the first outer side plate, the first inner side plate, the second outer side plate, the second inner side plate, the bottom plate, the first partition plate, and the second partition plate are all aluminum templates.

[0016] The beneficial effects of this utility model are as follows:

[0017] 1. This utility model provides a baffle connected to the bottom plate between the first and second partition plates. During the concrete pouring process, the concrete enters the partition plate concrete filling area through the first partition plate. Under the action of the baffle, the concrete can be effectively blocked from flowing downward, which helps to ensure that the concrete can be stably formed in the partition plate concrete filling area. This effectively solves the problem that flower beds on existing slopes usually have inverted partition plates to improve the appearance and management efficiency. However, during the construction process, due to the natural inclination of the slope, the concrete flows from high to low under the action of gravity, making it difficult for the concrete to be uniformly formed in the inverted partition plate mold. This not only increases the construction difficulty but also leads to a significant waste of manpower and time costs.

[0018] 2. As the boundary of concrete pouring, the baffle component simplifies the construction process, allowing the concrete to be poured in sections, which helps to reduce construction difficulty and time costs. At the same time, construction personnel can accurately preset the position of the partition component according to the position of the baffle component, which helps to ensure that the anti-sill partition can be stably formed in the predetermined position.

[0019] 3. By installing adjustable uprights at the bottom of the base plate, construction workers can precisely adjust the height of the flower bed base plate according to the actual slope. This helps ensure that the flower bed structure can maintain the required tilt angle on different slopes, which improves the convenience of construction.

[0020] The present invention will be further described below with reference to the accompanying drawings and specific embodiments. Attached Figure Description

[0021] Figure 1 This is a schematic diagram of the flower bed support structure of this utility model;

[0022] Figure 2 for Figure 1 An enlarged view of section B marked thereon;

[0023] Figure 3 This is a schematic diagram of the structure of the flower bed space of this utility model;

[0024] Figure 4 This is a schematic diagram of the baffle component of this utility model. Detailed Implementation

[0025] The embodiments of this utility model will now be described in detail with reference to the accompanying drawings.

[0026] like Figures 1 to 4 The diagram shows a sloping flower bed formwork structure, including a first side plate 1, a second side plate 2, and a bottom plate 3. The first side plate 1, the second side plate 2, and the bottom plate 3 enclose a flower bed space 4 for planting flowers and grass. The flower bed space 4 is provided with a baffle 41 for blocking the downward flow of concrete and a partition assembly 42 corresponding to the baffle 41. The partition assembly 42 includes a first partition 421 and a second partition 422. The first partition 421 and the second partition 422 enclose a partition concrete filling area 423. The baffle 41 is located between the first partition 421 and the second partition 422 and is connected to the bottom plate 3.

[0027] This invention utilizes a baffle connected to the base plate between the first and second partitions. During concrete pouring, the concrete passes through the first partition and enters the concrete filling area of ​​the partition. The baffle effectively prevents the concrete from flowing downwards, ensuring stable molding of the concrete within the partition's filling area. This effectively solves the problem that existing flower beds on slopes typically have inverted partitions to improve aesthetics and management efficiency. However, during construction, due to the natural inclination of the slope, the concrete flows from high to low under gravity, making it difficult to mold evenly within the partition mold. This not only increases construction difficulty but also leads to a significant waste of manpower and time.

[0028] Furthermore, the tilt angle and slope of the flower bed space 4 are the same.

[0029] like Figures 1 to 4 The first partition 421 and the second partition 422 shown are arranged sequentially along the concrete flow direction. A gap is provided between the first partition 421 and the bottom plate 3 for the concrete to flow to the second partition 422. The baffle 41 is located on the side of the second partition 422 close to the first partition 421 and is detachably connected to the bottom plate 3.

[0030] Furthermore, during the forming process of the flower bed structure, the base plate 3 is provided with building steel bars 31, and the first partition 421 and the second partition 422 are both set on the surface of the building steel bars 31, so that there are gaps between the first partition 421 and the second partition 422 and the base plate 3. This helps to prevent the first partition 421 and the second partition 422 from directly contacting the base plate 3 through the building steel bars 31. After the concrete is poured, it will be difficult to remove the formwork of the first partition 421 and the second partition 422, which will lead to the first partition 421 and the second partition 422 being prone to deformation.

[0031] Furthermore, the first partition 421 and the second partition 422 are arranged sequentially along the concrete flow direction. The first partition 421 is located on the higher side of the horizontal line, and the second partition 422 is located on the lower side of the horizontal line. The baffle 41 is located on the side of the second partition 422 close to the first partition 421 and is arranged adjacent to the second partition 422. The construction personnel can set the position of the partition assembly 42 according to the position of the baffle 41, which helps to ensure that the anti-sill partition can be stably formed in the predetermined position.

[0032] Furthermore, the baffle 41 serves as a boundary for concrete pouring, which helps to simplify the construction process, allowing the concrete to be poured in sections, thus reducing construction difficulty and time costs.

[0033] like Figures 1 to 4 The base plate 3 shown is provided with building steel bars 31, and the baffle 41 is provided with a plug groove 411 that is plugged into and cooperates with the building steel bars 31;

[0034] Furthermore, the structural steel bars 31 serve as the skeleton of the flower bed structure, providing additional strength and stability to the entire flower bed structure. The structural steel bars 31 can withstand the impact of external pressure and environmental changes, which helps to increase the load-bearing capacity and overall durability of the flower bed.

[0035] Specifically, structural steel bars 31 are provided on the first side plate concrete filling area 13, the second side plate concrete filling area 23, and the bottom plate concrete filling area 32.

[0036] Furthermore, the baffle 41 is connected to the building steel reinforcement 31 through the insertion groove 411, so that construction personnel can complete the installation or disassembly of the baffle 41 more quickly and easily, which is conducive to improving construction efficiency.

[0037] like Figures 1 to 4 The first side plate 1 shown includes a first outer side plate 11 connected to the bottom plate 3 and a first inner side plate 12 located on the side of the first outer side plate 11 close to the flower bed space 4. The first outer side plate 11, the first inner side plate 12 and the bottom plate 3 enclose a first side plate concrete filling area 13.

[0038] Furthermore, the concrete in the first side panel concrete filling area 13 is air-dried to form the first side panel wall.

[0039] Furthermore, the first outer side plate 11, the first inner side plate 12, and the bottom plate 3 are connected to form the first side plate wall of the flower bed structure, so that the first side plate wall is more robust and can withstand greater external loads, which helps to enhance the stability of the entire flower bed structure and effectively improve the load-bearing capacity of the flower bed structure.

[0040] Furthermore, by pre-assembling the first outer side plate 11 and the first inner side plate 12 and connecting them to the base plate 3, the construction process can be greatly simplified. When filling the concrete in the concrete filling area 13 of the first side plate, the pouring work can be completed more quickly and easily, which is conducive to improving construction efficiency.

[0041] Furthermore, the first outer side plate 11 and the first inner side plate 12 are connected by tie rods. The tie rods securely connect the first outer side plate 11 and the first inner side plate 12 together, forming a stable template system. This helps prevent deformation or displacement between the first outer side plate 11 and the first inner side plate 12 during concrete pouring, thereby ensuring the flatness of the first side plate wall. Secondly, the tie rods help ensure a tight fit between the plates, which helps to achieve uniform pressure distribution during concrete pouring, effectively reducing voids and loose areas in the concrete during pouring, and helping to reduce the risk of quality problems such as honeycomb and pitted surfaces.

[0042] like Figures 1 to 4 The second side plate 2 shown includes a second outer side plate 21 connected to the bottom plate 3 and a second inner side plate 22 located on the side of the second outer side plate 21 near the flower bed space 4. The second outer side plate 21, the second inner side plate 22 and the bottom plate 3 enclose a concrete filling area 23 for the second side plate.

[0043] Furthermore, the concrete in the concrete filling area 23 of the second side panel is air-dried to form the second side panel wall.

[0044] Furthermore, the second outer side plate 21 and the second inner side plate 22 are connected by tie rods. The tie rods securely connect the second outer side plate 21 and the second inner side plate 22 together, forming a stable template system. This helps prevent deformation or displacement between the second outer side plate 21 and the second inner side plate 22 during concrete pouring, thereby ensuring the flatness of the second side plate wall. Secondly, the tie rods help ensure a tight fit between the plates, which helps to achieve uniform pressure distribution during concrete pouring, effectively reducing voids and loose areas in the concrete during pouring, and helping to reduce the risk of quality problems such as honeycomb and pitted surfaces.

[0045] like Figures 1 to 4 The first outer side plate 11, the second outer side plate 21 and the bottom plate 3 shown are enclosed to form a bottom plate concrete filling area 32;

[0046] Furthermore, the concrete in the concrete filling area 32 of the base slab is air-dried to form the base slab wall.

[0047] Furthermore, by pouring concrete into the concrete filling area 32 of the bottom slab, the bottom support of the flower bed structure is enhanced, making the entire structure more stable and helping to resist external loads, thereby improving the overall stability of the flower bed structure.

[0048] like Figures 1 to 4 The bottom of the base plate 3 shown is provided with an adjusting rod 5 for adjusting the height;

[0049] Furthermore, by setting adjustable height uprights 5 at the bottom of the base plate 3, construction workers can accurately adjust the height of the flower bed base plate according to the actual slope, which helps to ensure that the flower bed structure can maintain the required tilt angle on different slopes and improves the convenience of construction.

[0050] Optionally, in some embodiments, the adjusting pole 5 includes multiple telescopic pole sections, each pole section having multiple sets of positioning holes, and the pole section also having an adjusting fixing block. The adjusting fixing block can move up and down in the vertical direction. By adjusting the fixing block and the positioning hole, the height of the adjusting pole can be adjusted.

[0051] Optionally, in some embodiments, the adjusting pole 5 includes a main pole and an adjusting rod that can rotate relative to the main pole. The adjusting rod is provided with threads, and the main pole is provided with a threaded hole that mates with the threads. By rotating the adjusting rod, the height of the adjusting pole can be adjusted.

[0052] Optionally, in some embodiments, the adjusting pole 5 includes a cylinder, a main pole, and a pipe for connecting the cylinder and the main pole, wherein the height of the adjusting pole can be adjusted by adjusting the air pressure of the cylinder.

[0053] like Figures 1 to 4 After the concrete in the concrete filling area 423 of the partition plate shown is dried, it forms a reverse partition plate. The flower bed space 4 forms several independent planting areas 40 through the reverse partition plate.

[0054] Furthermore, the inverted retaining walls are spaced apart along the length of the flower bed space 4. The flower bed space 4 is divided into several independent planting areas 40 by several inverted retaining walls. The flower bed space 4 is set on a slope, and the inclination angle of the flower bed space 4 is the same as the slope. The flower beds on the slope are easily affected by gravity and slope, which can cause the soil and plants to slip. The setting of the inverted retaining walls can effectively prevent the movement of soil and roots, ensure the stable growth of plants, and help reduce the work of maintenance personnel to repair and adjust frequently. Secondly, during the rainy season or heavy rain, the water flow on the slope often concentrates and flows rapidly. The independent planting areas 40 can effectively disperse the runoff, which can help reduce the pressure in local high water pressure areas and prevent soil erosion and plant damage caused by concentrated water flow.

[0055] like Figures 1 to 4 The insertion slot 411 shown is elongated and has a U-shaped cross-section;

[0056] Furthermore, the elongated U-shaped insertion groove 411 provides good mechanical support, making the connection between the baffle 41 and the building steel reinforcement 31 more stable, which helps to resist external loads and thus enhances the stability of the entire structure.

[0057] Furthermore, the elongated insertion slot 411 is provided so that the baffle 41 can be inserted and removed more easily, which helps to simplify the installation and disassembly process and effectively improve construction efficiency.

[0058] like Figures 1 to 4 The first outer side plate 11, the first inner side plate 12, the second outer side plate 21, the second inner side plate 22, the bottom plate 3, the first partition plate 421, and the second partition plate 422 shown are all aluminum templates;

[0059] Furthermore, aluminum formwork has a relatively low density but high strength, which allows it to reduce overall weight while ensuring structural strength, effectively reducing the difficulty of handling and installation.

[0060] Furthermore, aluminum formwork has excellent corrosion resistance, can resist the erosion of various chemicals, and helps to extend the service life of the equipment.

[0061] Furthermore, aluminum formwork has good ductility and plasticity, and can be easily processed into various shapes and sizes through processes such as stamping, cutting, and bending, which is beneficial for adapting to complex setup requirements.

[0062] Workflow:

[0063] First, the reinforcing steel bars 31 are shaped to form the basic framework of the flower bed structure. Then, baffles 41 are set on the reinforcing steel bars 31 to determine the installation position of the partition assembly 42. The first outer side plate 11, the first inner side plate 12, the second outer side plate 21, the second inner side plate 22, the bottom plate 3, the first partition 421, and the second partition 422 are installed on the reinforcing steel bars 31 to form an overall frame. At the same time, adjusting rods 5 are installed on the bottom plate to adjust the tilt angle of the overall frame. The first outer side plate 11 and the first inner side plate 12, the second outer side plate 21 and the second inner side plate 22 are connected with alignment screws. Finally, concrete is poured to form the final shape.

[0064] Furthermore, the first outer side plate 11, the first inner side plate 12, and the bottom plate 3 enclose a first side plate concrete filling area 13, and the concrete in the first side plate concrete filling area 13 forms a first side plate wall after it dries; the second outer side plate 21, the second inner side plate 22, and the bottom plate 3 enclose a second side plate concrete filling area 23, and the concrete in the second side plate concrete filling area 23 forms a second side plate wall after it dries; the first outer side plate 11, the second outer side plate 21, and the bottom plate 3 enclose a bottom plate concrete filling area 32, and the concrete in the bottom plate concrete filling area 32 forms a bottom plate wall after it dries.

[0065] Furthermore, both the first partition 421 and the second partition 422 are disposed on the surface of the reinforcing steel 31, so that there is a gap between both the first partition 421 and the second partition 422 and the bottom plate 3. The first partition 421 is located on the higher side of the horizontal line, and the second partition 422 is located on the lower side of the horizontal line. The baffle 41 is located on the side of the second partition 422 close to the first partition 421 and is disposed adjacent to the second partition 422. When the construction workers pour concrete into the planting area 40 on the higher side of the horizontal line, the concrete flows downward through the first partition 421 to the second partition 422. Under the action of the baffle 41, the concrete cannot flow to the horizontal line. In the planting area 40 where the horizontal line is lower and adjacent to the other side, the construction workers can manually lay a flat surface. Before the concrete initially sets, the baffle 41 is pulled out and inserted into the planting area 40 where the horizontal line is lower and adjacent to the other side. Concrete is then poured into the planting area 40 where the horizontal line is lower and adjacent to the other side. Similarly, under the action of the baffle 41, the concrete cannot flow to the next planting area 40. At this time, the concrete in the planting areas 40 on both sides will not form a construction joint. The construction workers continue to manually lay a flat surface. Before the concrete initially sets, the baffle 41 is pulled out. The construction is carried out from the top of the slope to the bottom of the slope, thus forming the entire flower bed.

[0066] The implementation method of this embodiment is as follows:

[0067] A sloping flower bed formwork structure includes a first side plate 1, a second side plate 2, and a bottom plate 3. The first side plate 1, the second side plate 2, and the bottom plate 3 enclose a flower bed space 4 for planting flowers and grass. The flower bed space 4 is provided with a baffle 41 to prevent concrete from flowing downwards and a partition assembly 42 corresponding to the baffle 41. The partition assembly 42 includes a first partition 421 and a second partition 422. The first partition 421 and the second partition 422 enclose a partition concrete filling area 423. The baffle 41 is located between the first partition 421 and the second partition 422 and connected to the bottom plate 3. During concrete pouring... During the process, the concrete enters the concrete filling area 423 of the partition plate through the first partition plate 421. Under the action of the baffle plate 41, the concrete can be effectively blocked from flowing downward, which helps to ensure that the concrete can be stably formed in the concrete filling area 423 of the partition plate. This effectively solves the problem that flower beds on existing slopes usually have inverted partition plates to improve the appearance and management efficiency. However, during the construction process, due to the natural inclination of the slope, the concrete flows from high to low under the action of gravity, making it difficult for the concrete to be uniformly formed in the inverted partition plate mold. This not only increases the construction difficulty, but also leads to a significant waste of manpower and time costs. The first side plate 1 includes a first outer side plate 11 and a first inner side plate 12. The second side plate 2 includes a second outer side plate 21 and a second inner side plate 22. The bottom plate 3 is provided with building steel bars 31. By building steel bars 31, the basic framework of the flower bed structure is formed. The installation position of the partition assembly 42 is predetermined by setting baffles 41 on the building steel bars 31. The first outer side plate 11, the first inner side plate 12, the second outer side plate 21, the second inner side plate 22, the bottom plate 3, the first partition 421, and the second partition 422 are installed by building steel bars 31 to form an overall frame. Adjusting rods 5 are installed on the bottom plate 3 to adjust the tilt angle of the overall frame. The first outer side plate 11 and the first inner side plate 12, the second outer side plate 21 and the second inner side plate 22 are connected by alignment screws. Finally, concrete is poured to form the structure.

[0068] The above examples are merely illustrative of the technical content of this utility model to facilitate reader understanding, but do not imply that the implementation of this utility model is limited to these embodiments. Any technical extensions or re-creations made based on this utility model are protected by this utility model. The scope of protection of this utility model is defined by the claims.

Claims

1. A sloped flower bed formwork structure, comprising a first side plate (1), a second side plate (2), and a bottom plate (3), characterized in that: The first side plate (1), the second side plate (2) and the bottom plate (3) enclose a flower bed space (4) for planting flowers and grass. The flower bed space (4) is provided with a baffle (41) for blocking concrete from flowing downward and a partition assembly (42) corresponding to the baffle (41). The partition assembly (42) includes a first partition (421) and a second partition (422). The first partition (421) and the second partition (422) enclose a partition concrete filling area (423). The baffle (41) is located between the first partition (421) and the second partition (422) and is connected to the bottom plate (3).

2. The sloping flower bed formwork structure according to claim 1, characterized in that: The first partition (421) and the second partition (422) are arranged sequentially along the concrete flow direction. A gap is provided between the first partition (421) and the bottom plate (3) for the concrete to flow to the second partition (422). The baffle (41) is located on the side of the second partition (422) close to the first partition (421) and is detachably connected to the bottom plate (3).

3. The sloping flower bed formwork structure according to claim 2, characterized in that: The base plate (3) is provided with building steel bars (31), and the baffle (41) is provided with a plug groove (411) that is plugged into the building steel bars (31).

4. The sloping flower bed formwork structure according to claim 1, characterized in that: The first side plate (1) includes a first outer side plate (11) connected to the bottom plate (3) and a first inner side plate (12) located on the side of the first outer side plate (11) close to the flower bed space (4). The first outer side plate (11), the first inner side plate (12) and the bottom plate (3) enclose a first side plate concrete filling area (13).

5. The sloping flower bed formwork structure according to claim 4, characterized in that: The second side plate (2) includes a second outer side plate (21) connected to the bottom plate (3) and a second inner side plate (22) located on the side of the second outer side plate (21) near the flower bed space (4). The second outer side plate (21), the second inner side plate (22) and the bottom plate (3) enclose a concrete filling area (23) for the second side plate.

6. The sloping flower bed formwork structure according to claim 5, characterized in that: The first outer side plate (11), the second outer side plate (21) and the bottom plate (3) enclose each other to form a bottom plate concrete filling area (32).

7. The sloping flower bed formwork structure according to claim 1, characterized in that: The bottom of the base plate (3) is provided with an adjusting rod (5) for adjusting the height.

8. The sloping flower bed formwork structure according to claim 1, characterized in that: After the concrete in the partition concrete filling area (423) dries, it forms a reverse partition. The flower bed space (4) forms several independent planting areas (40) through the reverse partition.

9. A sloped flower bed formwork structure according to claim 3, characterized in that: The insertion slot (411) is long and narrow with a U-shaped cross-section.

10. A sloped flower bed formwork structure according to claim 5, characterized in that: The first outer side plate (11), the first inner side plate (12), the second outer side plate (21), the second inner side plate (22), the bottom plate (3), the first partition plate (421), and the second partition plate (422) are all aluminum templates.

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