Scaffold erecting structure based on plastic stone bearing and supporting structure

Abstract

The utility model provides a scaffold erecting structure based on a plastic stone load-bearing supporting structure, which is characterized in that a scaffold assembly comprises an annular scaffold platform, a vertical annular protective barrier and a scaffold board, and the annular scaffold platform is sleeved outside the plastic stone load-bearing supporting structure; the plastic stone load-bearing supporting structure is sleeved with the vertical annular protective barrier and arranged on the peripheral edge of the annular scaffold platform, the scaffold boards are horizontally arranged and laid on the annular scaffold platform and located between the vertical annular protective barrier and the plastic stone load-bearing supporting structure, and the multiple scaffold boards are horizontally arranged around the plastic stone load-bearing supporting structure; the multiple scaffold assemblies are vertically arranged at intervals, the lower ends of the bottom crawling ladders abut against the upper surface of the plastic stone rockery foundation, the upper ends of the bottom crawling ladders are in lap joint with the annular scaffold platform of the lowest scaffold assembly, and the middle crawling ladders are arranged between every two vertically-adjacent scaffold assemblies. The plastic stone can get rid of limitation of terrains, fully covers the plastic stone and can be reutilized, and the strength of the plastic stone is enhanced.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and in particular to the field of scaffolding erection technology for artificial rockery construction, specifically referring to a scaffolding erection structure based on a plastic rock load-bearing support structure. Background Technology

[0002] Building construction refers to the production activities during the implementation phase of an engineering project. It is the process of building various types of structures, or the process of turning the lines on design drawings into a physical object at a designated location. It includes foundation construction, main structure construction, roofing construction, and decoration construction.

[0003] In the process of garden construction, rockery has always been an important landscaping technique. However, due to the weight and shape limitations of the stones themselves, there are many restrictions in actual use. Artificial rockery is more favored by designers because of its convenient material sourcing, strong design plasticity, and strong controllability of appearance and color.

[0004] Currently, the scaffolding commonly used for artificial rock formations is still the traditional ground-mounted steel pipe scaffolding, which is erected in layers according to the shape of the artificial rock and connected to the internal load-bearing support structure of the artificial rock formation through wall ties.

[0005] Traditional ground-mounted steel pipe scaffolding has significant limitations for artificial rockery construction. Artificial rocks are often constructed in spaces with undulating terrain, making scaffolding inconvenient. Furthermore, the shapes of artificial rocks vary greatly, and traditional scaffolding cannot cover them all.

[0006] Because existing scaffolding for artificial rock formations is inconvenient to erect in areas with varied terrain, it is difficult to achieve full coverage of the artificial rock. Scaffolding also causes inconvenience when working on the surface layer of the artificial rock. Therefore, it is desirable to provide a scaffolding erection structure that can overcome terrain limitations, fully cover the artificial rock, be reused, and enhance the strength of the artificial rock. Utility Model Content

[0007] In order to overcome the shortcomings of the prior art, one objective of this utility model is to provide a scaffolding erection structure based on a plastic stone load-bearing support structure, which can overcome the limitations of terrain, fully cover the plastic stone, can be reused, enhance the strength of the plastic stone, and is suitable for large-scale promotion and application.

[0008] Another objective of this utility model is to provide a scaffolding erection structure based on a plastic stone load-bearing support structure, which is ingeniously designed, simple in structure, easy to manufacture, and low in manufacturing cost, making it suitable for large-scale promotion and application.

[0009] To achieve the above objectives, this utility model provides a scaffolding erection structure based on a plastic rockery load-bearing support structure, including a plastic rockery foundation, embedded parts, and a plastic rockery load-bearing support structure. The plastic rockery foundation is horizontally arranged, and the embedded parts are embedded in the upper surface of the plastic rockery foundation. Multiple embedded parts are arranged horizontally at intervals. The plastic rockery load-bearing support structure is vertically arranged and respectively mounted on the multiple embedded parts. The scaffolding erection structure based on the plastic rockery load-bearing support structure further includes scaffolding components, a bottom ladder, and a middle ladder, wherein:

[0010] The scaffolding assembly includes a circular scaffolding platform, a vertical circular guardrail, and scaffold boards. The circular scaffolding platform is fitted over the plastic stone load-bearing support structure. The vertical circular guardrail is fitted over the plastic stone load-bearing support structure and is set on the outer periphery of the circular scaffolding platform. The scaffold boards are horizontally set and laid on the circular scaffolding platform and are located between the vertical circular guardrail and the plastic stone load-bearing support structure. There are multiple scaffold boards, which are arranged horizontally around the plastic stone load-bearing support structure.

[0011] The scaffolding components are numerous and vertically spaced apart. The lower end of the bottom ladder abuts against the upper surface of the artificial rockery foundation, and the upper end of the bottom ladder overlaps the annular scaffolding platform of the lowest scaffolding component. An intermediate ladder is provided between each pair of adjacent scaffolding components. The intermediate ladder is vertically positioned and passes through the annular scaffolding platforms of the two adjacent scaffolding components. The intermediate ladder is located between the vertical annular guardrails of the two adjacent scaffolding components and the artificial rockery load-bearing support structure, and abuts against the vertical annular guardrails of the two adjacent scaffolding components. The upper end of the intermediate ladder overlaps the vertical annular guardrail of the upper scaffolding component.

[0012] Preferably, the embedded component includes an embedded rod and an embedded plate. The embedded rod is arranged vertically, and there are multiple embedded rods arranged horizontally at intervals. The embedded plate is arranged horizontally on the multiple embedded rods, and the plastic stone load-bearing support structure is respectively arranged on the embedded plate of the multiple embedded components.

[0013] Preferably, the plastic stone load-bearing support structure is a rectangular frame column structure, which is vertically arranged and arranged in the left-right direction.

[0014] More preferably, the rectangular frame column structure includes columns, main keel assemblies, and secondary keel assemblies, wherein:

[0015] The number of columns is 6, and the 6 columns are arranged horizontally at intervals and in a 2×3 matrix. The main keel assembly includes 6 main keels, which are all arranged horizontally and wrap around each other to form a rectangular frame shape. Each pair of adjacent columns is connected by a main keel, thereby connecting the 6 columns together through the 6 main keels. The number of main keel assemblies is multiple, and the multiple main keel assemblies are arranged vertically at intervals.

[0016] The secondary keel assembly includes six secondary keels, all of which are horizontally arranged and horizontally encircle each other to form a rectangular frame shape. Each pair of adjacent columns is connected by one secondary keel, thereby connecting the six columns together through the six secondary keels. There are multiple secondary keel assemblies, which are vertically spaced apart from each other. The main keel assembly and the secondary keel assemblies are vertically alternating.

[0017] The circular scaffolding platform is fitted over the six columns. There are six embedded parts, which are arranged in a 2×3 matrix. The six columns are respectively installed on the six embedded parts.

[0018] Preferably, the circular scaffolding platform includes horizontal support rods, one end of which is located outside and connected to the PVC load-bearing support structure, and the other end of which is away from the PVC load-bearing support structure. A vertical circular guardrail is installed on the other end of the horizontal support rods. There are multiple horizontal support rods, which are arranged horizontally around the PVC load-bearing support structure at intervals. The scaffold boards are laid on two adjacent horizontal support rods, and the upper end of the bottom ladder overlaps one of the horizontal support rods of the lowest scaffolding assembly.

[0019] Preferably, the vertical annular guardrail includes a vertical guardrail, an upper annular horizontal guardrail, and a lower annular horizontal guardrail. The lower end of the vertical guardrail is located on the outer periphery of the annular scaffold platform. There are multiple vertical guardrails, which are arranged horizontally around the plastic stone load-bearing support structure at intervals. The upper annular horizontal guardrail and the lower annular horizontal guardrail are arranged vertically at intervals and are both fitted over the plastic stone load-bearing support structure, respectively connecting the upper end and the middle of the multiple vertical guardrails. The upper end of the intermediate ladder rests on the lower annular horizontal guardrail of the scaffold assembly above it.

[0020] Preferably, the scaffolding assembly further includes a ring-shaped support frame, which is sleeved outside the plastic stone load-bearing support structure and located below and connected to the ring-shaped scaffolding platform.

[0021] More preferably, the annular support frame includes inclined support rods, one end of which is located outside and connected to the plastic stone load-bearing support structure, and the other end of which is inclined upwards in a direction away from the plastic stone load-bearing support structure. The other end of which is located below and connected to the annular scaffolding platform, and there are multiple inclined support rods, which are horizontally arranged around the plastic stone load-bearing support structure at intervals.

[0022] Preferably, the scaffold plank is a steel plank.

[0023] Preferably, both the bottom ladder and the middle ladder are steel ladders.

[0024] The main beneficial effects of this utility model are as follows:

[0025] 1. The scaffolding assembly of this utility model based on a plastic rock load-bearing support structure includes a circular scaffolding platform, a vertical circular guardrail, and scaffold boards. The circular scaffolding platform is fitted over the plastic rock load-bearing support structure. The vertical circular guardrail is fitted over the plastic rock load-bearing support structure and is set on the outer periphery of the circular scaffolding platform. The scaffold boards are horizontally set and laid on the circular scaffolding platform, located between the vertical circular guardrail and the plastic rock load-bearing support structure. Multiple scaffold boards are horizontally arranged around the plastic rock load-bearing support structure. Multiple scaffolding components are vertically spaced apart. The lower end of the bottom ladder abuts against the upper surface of the plastic rock foundation. The upper end is attached to the circular scaffolding platform of the lowest scaffolding component. An intermediate ladder is set between each two adjacent scaffolding components. The intermediate ladder is set vertically and passes through the circular scaffolding platform of the two adjacent scaffolding components. The intermediate ladder is located between the vertical circular guardrail of the two adjacent scaffolding components and the plastic stone load-bearing support structure and abuts against the vertical circular guardrail of the two adjacent scaffolding components. The upper end of the intermediate ladder is attached to the vertical circular guardrail of the upper scaffolding component. Therefore, it can overcome the limitations of terrain, fully cover the plastic stone, can be reused, enhance the strength of the plastic stone, and is suitable for large-scale promotion and application.

[0026] 2. The scaffolding assembly of this utility model based on a plastic rock load-bearing support structure includes a circular scaffolding platform, a vertical circular guardrail, and scaffold boards. The circular scaffolding platform is fitted over the plastic rock load-bearing support structure. The vertical circular guardrail is fitted over the plastic rock load-bearing support structure and is set on the outer periphery of the circular scaffolding platform. The scaffold boards are horizontally set and laid on the circular scaffolding platform, located between the vertical circular guardrail and the plastic rock load-bearing support structure. Multiple scaffold boards are horizontally arranged around the plastic rock load-bearing support structure. Multiple scaffolding components are vertically spaced apart from each other, and the lower end of the bottom ladder abuts against the upper surface of the plastic rock foundation. The upper end of the bottom ladder rests on the circular scaffolding platform of the lowest scaffolding assembly. An intermediate ladder is provided between each two adjacent scaffolding assemblies. The intermediate ladder is vertically arranged and passes through the circular scaffolding platforms of the two adjacent scaffolding assemblies. The intermediate ladder is located between the vertical circular guardrails of the two adjacent scaffolding assemblies and the plastic stone load-bearing support structure, and abuts against the vertical circular guardrails of the two adjacent scaffolding assemblies. The upper end of the intermediate ladder rests on the vertical circular guardrail of the upper scaffolding assembly. Therefore, its design is ingenious, its structure is simple, its manufacturing is convenient, its manufacturing cost is low, and it is suitable for large-scale promotion and application.

[0027] These and other objects, features and advantages of this utility model will be fully apparent from the following detailed description and drawings, and can be achieved by the means, devices and combinations thereof specifically pointed out in the description of the utility model. Attached Figure Description

[0028] Figure 1 This is a three-dimensional schematic diagram of a specific embodiment of the scaffolding erection structure based on the plastic stone load-bearing support structure of this utility model.

[0029] Figure 2 yes Figure 1 The diagram shows a three-dimensional representation of the components of the artificial rockery foundation, embedded parts, and load-bearing support structure.

[0030] Figure 3 yes Figure 1 A partial three-dimensional schematic diagram of a specific embodiment is shown.

[0031] Figure 4 yes Figure 1 A three-dimensional schematic diagram of the scaffolding board of a specific embodiment is shown.

[0032] Figure 5 yes Figure 1 A three-dimensional schematic diagram of the intermediate ladder in a specific embodiment is shown.

[0033] Figure 6 yes Figure 1 A three-dimensional schematic diagram of the main keel of a specific embodiment is shown.

[0034] Figure 7 yes Figure 1 A three-dimensional schematic diagram of the secondary keel in a specific embodiment is shown.

[0035] Figure 8 yes Figure 1 A partial perspective view of the column and embedded parts of the specific embodiment shown.

[0036] (Symbol Explanation)

[0037] 1. Foundation of the artificial rockery;

[0038] 2. Embedded parts; 21. Embedded rods; 22. Embedded plates;

[0039] 3. Plastic stone load-bearing support structure; 31. Columns; 32. Main keel assembly; 321. Main keel; 33. Secondary keel assembly; 331. Secondary keel;

[0040] 4. Scaffolding components; 41. Circular scaffolding platform; 411. Horizontal support rod; 42. Vertical circular guardrail; 421. Vertical guardrail; 422. Upper circular horizontal guardrail; 423. Lower circular horizontal guardrail; 43. Scaffold board; 44. Circular support frame; 441. Inclined support rod;

[0041] 5. Bottom ladder; 6. Middle ladder. Detailed Implementation

[0042] In order to better understand the technical content of this utility model, the following embodiments are provided for detailed description.

[0043] In the description of this utility model, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0044] Please see Figures 1 to 8 As shown, in a specific embodiment of this utility model, the scaffolding erection structure based on the plastic rock load-bearing support structure of this utility model includes a plastic rock foundation 1, embedded parts 2, a plastic rock load-bearing support structure 3, scaffolding components 4, a bottom ladder 5, and a middle ladder 6, wherein:

[0045] The artificial rockery foundation 1 is horizontally arranged, and the embedded parts 2 are embedded in the upper surface of the artificial rockery foundation 1. There are multiple embedded parts 2, which are horizontally spaced apart from each other. The artificial rockery load-bearing support structure 3 is vertically arranged and is respectively installed on the multiple embedded parts 2.

[0046] The scaffolding assembly 4 includes a circular scaffolding platform 41, a vertical circular guardrail 42, and scaffold boards 43. The circular scaffolding platform 41 is sleeved on the outside of the plastic stone load-bearing support structure 3. The vertical circular guardrail 42 is sleeved on the outside of the plastic stone load-bearing support structure 3 and is set on the outer periphery of the circular scaffolding platform 41. The scaffold boards 43 are horizontally set and laid on the circular scaffolding platform 41 and are located between the vertical circular guardrail 42 and the plastic stone load-bearing support structure 3. There are multiple scaffold boards 43, and the multiple scaffold boards 43 are arranged horizontally around the plastic stone load-bearing support structure 3.

[0047] The number of scaffolding components 4 is multiple, and the multiple scaffolding components 4 are arranged vertically at intervals. The lower end of the bottom ladder 5 abuts against the upper surface of the artificial rockery foundation 1, and the upper end of the bottom ladder 5 overlaps the annular scaffolding platform 41 of the lowest scaffolding component 4. An intermediate ladder 6 is provided between two adjacent scaffolding components 4. The intermediate ladder 6 is arranged vertically and passes through the annular scaffolding platform 41 of the two adjacent scaffolding components 4. The intermediate ladder 6 is located between the vertical annular guardrail 42 of the two adjacent scaffolding components 4 and the artificial rockery load-bearing support structure 3 and abuts against the vertical annular guardrail 42 of the two adjacent scaffolding components 4. The upper end of the intermediate ladder 6 overlaps the vertical annular guardrail 42 of the upper scaffolding component 4.

[0048] The embedded part 2 can have any suitable configuration; please refer to [link / reference]. Figure 1 , Figure 2 and Figure 8 As shown, in a specific embodiment of this utility model, the embedded part 2 includes an embedded rod 21 and an embedded plate 22. The embedded rod 21 is arranged vertically, and there are multiple embedded rods 21. The multiple embedded rods 21 are arranged horizontally at intervals. The embedded plate 22 is arranged horizontally on the multiple embedded rods 21. The plastic stone load-bearing support structure 3 is respectively arranged on the embedded plate 22 of the multiple embedded parts 2.

[0049] The lower end of the embedded rod 21 can have any suitable shape; please refer to [link / reference]. Figure 8 As shown, in a specific embodiment of this utility model, the lower end of the pre-embedded rod 21 is horizontally bent to form a bent portion.

[0050] The number of embedded rods 21 can be determined as needed. "Multiple rods" refers to two or more. Please refer to [link to relevant documentation]. Figure 8 As shown, in a specific embodiment of this utility model, the number of pre-embedded rods 21 is 4, and the 4 pre-embedded rods 21 are distributed at the 4 corners of a rectangle.

[0051] The plastic stone load-bearing support structure 3 can be any suitable plastic stone load-bearing support structure. In a specific embodiment of this utility model, the plastic stone load-bearing support structure 3 is a load-bearing support steel structure.

[0052] The plastic stone load-bearing support structure 3 can have any suitable shape. Please refer to [link / reference]. Figures 1-2 As shown, in a specific embodiment of this utility model, the plastic stone load-bearing support structure 3 is a rectangular frame column structure, which is vertically arranged and arranged in the left-right direction.

[0053] The rectangular frame column structure can have any suitable configuration; please refer to [link / reference]. Figures 1-2 As shown, in a specific embodiment of this utility model, the rectangular frame column structure includes columns 31, main keel components 32, and secondary keel components 33, wherein:

[0054] The number of columns 31 is 6, and the 6 columns 31 are arranged horizontally at intervals and in a 2×3 matrix. The main keel assembly 32 includes 6 main keels 321, which are all arranged horizontally and horizontally surround to form a rectangular frame shape. Each pair of adjacent columns 31 is connected by a main keel 321, thereby connecting the 6 columns 31 together through the 6 main keels 321. The number of main keel assemblies 32 is multiple, and the multiple main keel assemblies 32 are arranged vertically at intervals.

[0055] The secondary keel assembly 33 includes six secondary keels 331, which are horizontally arranged and horizontally encircle each other to form a rectangular frame shape. Each pair of adjacent columns 31 is connected by a secondary keel 331, thereby connecting the six columns 31 together through the six secondary keels 331. There are multiple secondary keel assemblies 33, which are vertically spaced apart from each other. The main keel assembly 32 and the secondary keel assemblies 33 are vertically alternating.

[0056] The circular scaffolding platform 41 is fitted over the six uprights 31. There are six embedded parts 2 arranged in a 2×3 matrix, and the six uprights 31 are respectively mounted on the six embedded parts 2. When the embedded part 2 includes an embedded rod 21 and an embedded plate 22, the six uprights 31 are respectively mounted on the embedded plates 22 of the six embedded parts 2.

[0057] The number of main keel assemblies 32 and the number of secondary keel assemblies 33 can be determined as needed. Please refer to [link / reference]. Figure 2 As shown, in a specific embodiment of this utility model, the number of main keel components 32 is 4, and the number of secondary keel components 33 is 3.

[0058] The column 31 and the main keel 321 can be any suitable building component; please refer to [link / reference]. Figure 6 As shown, in a specific embodiment of this utility model, the column 31 and the main keel 321 are both square steel, such as galvanized square steel pipe, for example, 100mm (side length) * 100mm (side length) * 4mm (wall thickness) galvanized square steel pipe.

[0059] The secondary keel 331 can be any suitable building component; please refer to [link / reference]. Figure 7 As shown, in a specific embodiment of this utility model, the secondary keel 331 is an angle steel, such as galvanized angle steel, for example, 50mm (side width) * 50mm (side width) * 4mm (wall thickness) galvanized angle steel.

[0060] The number of scaffold components 4 can be determined as needed; "multiple" refers to two or more. Please refer to [link to relevant documentation]. Figure 1 As shown, in a specific embodiment of this utility model, the number of scaffolding components 4 is 3.

[0061] The circular scaffolding platform 41 can have any suitable structure; please refer to [link / reference]. Figure 1 and Figure 3As shown, in a specific embodiment of this utility model, the circular scaffolding platform 41 includes horizontal support rods 411. One end of the horizontal support rod 411 is located outside and connected to the plastic stone load-bearing support structure 3, while the other end of the horizontal support rod 411 is away from the plastic stone load-bearing support structure 3. A vertical circular guardrail 42 is installed on the other end of the horizontal support rod 411. There are multiple horizontal support rods 411, which are arranged horizontally around the plastic stone load-bearing support structure 3 at intervals. Scaffold boards 43 are laid on adjacent horizontal support rods 411. The upper end of the bottom ladder 5 overlaps one of the horizontal support rods 411 of the lowest scaffolding assembly 4. When the plastic stone load-bearing support structure 3 is a rectangular frame column structure and the rectangular frame column structure includes columns 31, main keel assemblies 32, and secondary keel assemblies 33, one end of the horizontal support rod 411 is connected to the columns 31.

[0062] The number of horizontal support rods 411 can be determined. In a specific embodiment of this utility model, the number of horizontal support rods 411 is 10.

[0063] The number of scaffold planks 43 can be determined as needed. The term "multiple planks" refers to two or more planks. Please refer to [link / reference]. Figure 1 As shown, in one specific embodiment of the present invention, in one of the scaffolding components 4, the number of scaffolding boards 43 is 4, and in the other two scaffolding components 4, the number of scaffolding boards 43 is 3.

[0064] The scaffold boards 43 are respectively laid on two adjacent horizontal support rods 411, and any suitable structure can be adopted. In a specific embodiment of this utility model, the scaffold boards 43 are respectively hooked on two adjacent horizontal support rods 411.

[0065] The vertical circular guardrail 42 can have any suitable structure; please refer to [link / reference needed]. Figure 1 and Figure 3As shown, in a specific embodiment of this utility model, the vertical annular guardrail 42 includes a vertical guardrail 421, an upper annular horizontal guardrail 422, and a lower annular horizontal guardrail 423. The lower end of the vertical guardrail 421 is disposed on the outer periphery of the annular scaffolding platform 41. Multiple vertical guardrails 421 are arranged horizontally around the plastic stone load-bearing support structure 3 at intervals. The upper annular horizontal guardrail 422 and the lower annular horizontal guardrail 423 are arranged vertically at intervals and are both fitted over the plastic stone load-bearing support structure 3, respectively connecting the upper end and middle of the multiple vertical guardrails 421. The upper end of the intermediate ladder 6 rests on the lower annular horizontal guardrail 423 of the scaffolding assembly 4 above it. When the annular scaffolding platform 41 includes a horizontal support rod 411, the lower end of the vertical guardrail 421 is disposed on the other end of the horizontal support rod 411.

[0066] The number of vertical railings 421 can be determined as needed; please refer to [link / reference]. Figure 1 As shown, in a specific embodiment of this utility model, the number of vertical railings 421 is 10.

[0067] The vertical railing 421, the upper annular horizontal railing 422, and the lower annular horizontal railing 423 can be any suitable building component. In a specific embodiment of this utility model, the vertical railing 421, the upper annular horizontal railing 422, and the lower annular horizontal railing 423 are all angle steel, such as galvanized angle steel, for example, 50mm (side width) * 50mm (side width) * 4mm (wall thickness) galvanized angle steel.

[0068] The scaffolding assembly 4 may also include any other suitable components; please refer to [link / reference]. Figure 1 and Figure 3 As shown, in a specific embodiment of the present invention, the scaffolding assembly 4 further includes an annular support frame 44, which is sleeved on the plastic stone load-bearing support structure 3 and located below the annular scaffolding platform 41 and connected to the annular scaffolding platform 41.

[0069] The annular support frame 44 can have any suitable configuration; please refer to [link / reference]. Figure 1 and Figure 3As shown, in a specific embodiment of this utility model, the annular support frame 44 includes inclined support rods 441. One end of the inclined support rod 441 is located outside and connected to the plastic stone load-bearing support structure 3, and the other end of the inclined support rod 441 is inclined upwards in a direction away from the plastic stone load-bearing support structure 3. The other end of the inclined support rod 441 is located below and connected to the annular scaffolding platform 41. There are multiple inclined support rods 441, which are horizontally arranged around the plastic stone load-bearing support structure 3 at intervals. When the plastic stone load-bearing support structure 3 is a rectangular frame column structure and the rectangular frame column structure includes columns 31, main keel assemblies 32, and secondary keel assemblies 33, one end of the inclined support rod 441 is connected to the columns 31. In the case where the circular scaffolding platform 41 includes a horizontal support rod 411, the other end of the inclined support rod 441 is located below the other end of the horizontal support rod 411 and connected to the other end of the horizontal support rod 411.

[0070] The number of inclined support rods 441 can be determined as needed. In a specific embodiment of this utility model, the number of inclined support rods 441 is 10.

[0071] The inclined support rod 441 can be any suitable building component. In a specific embodiment of this utility model, the inclined support rod 441 is an angle steel, such as galvanized angle steel, for example, 50mm (side width) * 50mm (side width) * 4mm (wall thickness) galvanized angle steel.

[0072] The scaffold board 43 can be made of any suitable material. In a specific embodiment of this utility model, the scaffold board 43 is a steel scaffold board.

[0073] The upper end of the bottom ladder 5 overlaps the annular scaffolding platform 41 of the lowest scaffolding assembly 4, and can adopt any suitable structure. In a specific embodiment of this utility model, the upper end of the bottom ladder 5 is hooked onto the annular scaffolding platform 41 of the lowest scaffolding assembly 4. When the annular scaffolding platform 41 includes horizontal support rods 411, the upper end of the bottom ladder 5 is hooked onto one of the horizontal support rods 411 of the lowest scaffolding assembly 4.

[0074] The bottom ladder 5 can be set in any suitable direction; please refer to [link / reference]. Figure 1 As shown, in a specific embodiment of this utility model, the bottom ladder 5 is arranged in the front-to-back direction and tilted to the upper right in the direction from left to right.

[0075] The upper end of the intermediate ladder 6 rests on the vertical annular guardrail 42 of the scaffold assembly 4 above it, and any suitable structure can be used. Please refer to [link / reference needed]. Figure 1 As shown, in a specific embodiment of this utility model, the upper end of the intermediate ladder 6 is hooked onto the vertical annular guardrail 42 of the scaffold assembly 4 above it. When the vertical annular guardrail 42 includes a vertical guardrail 421, an upper annular horizontal guardrail 422, and a lower annular horizontal guardrail 423, the upper end of the intermediate ladder 6 is hooked onto the lower annular horizontal guardrail 423 of the scaffold assembly 4 above it.

[0076] The bottom ladder 5 and the middle ladder 6 can be ladders made of any suitable material. In a specific embodiment of this utility model, the bottom ladder 5 and the middle ladder 6 are both steel ladders.

[0077] It is understood that the connections between the various components of this utility model can be made by welding, such as full welding.

[0078] During construction, the foundation 1 of the artificial rockery is constructed first. Embedded parts 2 are pre-embedded in the upper surface of the foundation 1. The load-bearing support structure 3 is placed on the embedded parts 2. The circular scaffolding platform 41 is fitted over the load-bearing support structure 3. Vertical circular guardrails 42 are installed on the outer perimeter of the circular scaffolding platform 41. Scaffold boards 43 are laid on the circular scaffolding platform 41. The lower end of the bottom ladder 5 rests against the upper surface of the artificial rockery foundation 1, and the upper end of the bottom ladder 5 is attached to the circular scaffolding platform 41 of the lowest scaffolding component 4. The intermediate ladder 6 is vertically inserted through the annular scaffolding platform 41 of the two adjacent scaffolding components 4. The intermediate ladder 6 is placed between the vertical annular guardrail 42 of the two adjacent scaffolding components 4 and the plastic rock load-bearing support structure 3 and abuts against the vertical annular guardrail 42 of the two adjacent scaffolding components 4. The upper end of the intermediate ladder 6 is attached to the vertical annular guardrail 42 of the upper scaffolding component 4. Then the plastic rock construction can be carried out. After the construction is completed, the excess part of this utility model is cut off, and the remaining part can be directly used as the plastic rock surface support structure.

[0079] Therefore, this utility model combines scaffolding with the load-bearing support structure of the artificial rockery itself, thus overcoming the limitations of terrain. Because it is built based on the load-bearing support structure of the artificial rockery itself, it can achieve full coverage of the artificial rockery. After construction is completed, the part outside the artificial rockery surface can be directly cut off, and the remaining part can be reused as the support structure of the artificial rockery surface, which can enhance the strength of the artificial rockery.

[0080] This invention extends the load-bearing support structure of the artificial rock itself to serve as scaffolding, solving the problems of traditional ground-mounted scaffolding being inconvenient to erect due to terrain limitations, unable to fully cover the artificial rock surface, and hindering artificial rock construction. During artificial rock construction, this invention is applicable to complex terrain, is not limited by terrain, and can fully cover the artificial rock surface to assist in construction. After construction is completed, the outer scaffolding portion of the artificial rock surface can be cut off, and the remaining portion can be reused as a support structure for the artificial rock surface, which is economical and convenient.

[0081] In summary, the scaffolding erection structure based on the plastic stone load-bearing support structure of this utility model can overcome the limitations of terrain, fully cover the plastic stone, can be reused, enhance the strength of the plastic stone, has an ingenious design, simple structure, is easy to manufacture, has low manufacturing cost, and is suitable for large-scale promotion and application.

[0082] Therefore, it is evident that the objective of this utility model has been fully and effectively achieved. The function and structural principles of this utility model have been demonstrated and explained in the embodiments. Without departing from the stated principles, any modifications can be made to the implementation methods. Therefore, this utility model includes all modified embodiments based on the spirit and scope of the claims.

Claims

1. A scaffolding erection structure based on a plastic rockery load-bearing support structure, comprising a plastic rockery foundation, embedded parts, and a plastic rockery load-bearing support structure, wherein the plastic rockery foundation is horizontally arranged, the embedded parts are embedded in the upper surface of the plastic rockery foundation, the number of embedded parts is multiple, the multiple embedded parts are horizontally spaced apart from each other, and the plastic rockery load-bearing support structure is vertically arranged and respectively mounted on the multiple embedded parts, characterized in that... The scaffolding erection structure based on the plastic stone load-bearing support structure also includes scaffolding components, a bottom ladder, and an intermediate ladder, wherein: The scaffolding assembly includes a circular scaffolding platform, a vertical circular guardrail, and scaffold boards. The circular scaffolding platform is fitted over the plastic stone load-bearing support structure. The vertical circular guardrail is fitted over the plastic stone load-bearing support structure and is set on the outer periphery of the circular scaffolding platform. The scaffold boards are horizontally set and laid on the circular scaffolding platform and are located between the vertical circular guardrail and the plastic stone load-bearing support structure. There are multiple scaffold boards, which are arranged horizontally around the plastic stone load-bearing support structure. The scaffolding components are numerous and vertically spaced apart. The lower end of the bottom ladder abuts against the upper surface of the artificial rockery foundation, and the upper end of the bottom ladder overlaps the annular scaffolding platform of the lowest scaffolding component. An intermediate ladder is provided between each pair of adjacent scaffolding components. The intermediate ladder is vertically positioned and passes through the annular scaffolding platforms of the two adjacent scaffolding components. The intermediate ladder is located between the vertical annular guardrails of the two adjacent scaffolding components and the artificial rockery load-bearing support structure, and abuts against the vertical annular guardrails of the two adjacent scaffolding components. The upper end of the intermediate ladder overlaps the vertical annular guardrail of the upper scaffolding component.

2. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The embedded component includes an embedded rod and an embedded plate. The embedded rod is arranged vertically, and there are multiple embedded rods arranged horizontally at intervals. The embedded plate is arranged horizontally on the multiple embedded rods, and the plastic stone load-bearing support structure is respectively arranged on the embedded plate of the multiple embedded components.

3. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The plastic stone load-bearing support structure is a rectangular frame column structure, which is vertically arranged and extends along the left and right directions.

4. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 3, characterized in that, The rectangular frame column structure includes columns, main keel components, and secondary keel components, wherein: The number of columns is 6, and the 6 columns are arranged horizontally at intervals and in a 2×3 matrix. The main keel assembly includes 6 main keels, which are all arranged horizontally and wrap around each other to form a rectangular frame shape. Each pair of adjacent columns is connected by a main keel, thereby connecting the 6 columns together through the 6 main keels. The number of main keel assemblies is multiple, and the multiple main keel assemblies are arranged vertically at intervals. The secondary keel assembly includes six secondary keels, all of which are horizontally arranged and horizontally encircle each other to form a rectangular frame shape. Each pair of adjacent columns is connected by one secondary keel, thereby connecting the six columns together through the six secondary keels. There are multiple secondary keel assemblies, which are vertically spaced apart from each other. The main keel assembly and the secondary keel assemblies are vertically alternating. The circular scaffolding platform is fitted over the six columns. There are six embedded parts, which are arranged in a 2×3 matrix. The six columns are respectively installed on the six embedded parts.

5. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The circular scaffolding platform includes horizontal support rods. One end of each horizontal support rod is located outside and connected to the PVC load-bearing support structure, while the other end is away from the PVC load-bearing support structure. A vertical circular guardrail is installed on the other end of each horizontal support rod. There are multiple horizontal support rods, which are arranged horizontally around the PVC load-bearing support structure at intervals. Scaffold boards are laid on adjacent horizontal support rods, and the upper end of the bottom ladder overlaps one of the horizontal support rods of the lowest scaffolding assembly.

6. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The vertical circular guardrail includes a vertical guardrail, an upper circular horizontal guardrail, and a lower circular horizontal guardrail. The lower end of the vertical guardrail is set on the outer perimeter of the circular scaffolding platform. There are multiple vertical guardrails, which are arranged horizontally around the plastic stone load-bearing support structure at intervals. The upper and lower circular horizontal guardrails are arranged vertically at intervals and are both fitted over the plastic stone load-bearing support structure, respectively connecting the upper end and middle of the multiple vertical guardrails. The upper end of the intermediate ladder rests on the lower circular horizontal guardrail of the scaffolding assembly above it.

7. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The scaffolding assembly also includes a ring-shaped support frame, which is sleeved outside the plastic stone load-bearing support structure and located below and connected to the ring-shaped scaffolding platform.

8. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 7, characterized in that, The annular support frame includes inclined support rods. One end of the inclined support rod is located outside and connected to the plastic stone load-bearing support structure. The other end of the inclined support rod is inclined upwards in a direction away from the plastic stone load-bearing support structure. The other end of the inclined support rod is located below and connected to the annular scaffolding platform. There are multiple inclined support rods, which are horizontally arranged around the plastic stone load-bearing support structure at intervals.

9. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, The scaffolding boards are steel planks.

10. The scaffolding erection structure based on the plastic stone load-bearing support structure as described in claim 1, characterized in that, Both the bottom ladder and the middle ladder are steel ladders.

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