Scaffold building device
By using a combination of metal base plate, load-bearing components and bolts in the scaffolding construction device, the problem of insufficient stability and safety in the existing technology under adverse environments is solved, and the flexibility and safety are improved to adapt to complex construction environments is achieved. demand.
Patent Information
- Application Number
- CN202420305393.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-02-19
- Publication Date
- 2025-01-03
- Estimated Expiration
- 2034-02-19
AI Technical Summary
When facing complex and changing construction environments, existing scaffolding technology is difficult to provide a stable and safe working platform, especially in uneven road surfaces and drainage ditches, which increases the risk and difficulty of construction.
A scaffolding construction device including metal base plate, load-bearing assembly, limiting assembly and fixed adjustment module was designed. Through the combination of reinforcement ribs and bolts, the high and low adjustment and limiting functions are realized to ensure a stable operating table in adverse environments.
Improve the stability and safety of the scaffolding, enhance flexibility, reduce weight, and simplify the construction process to adapt to the needs of different construction environments.
Smart Images
Figure CN222295619U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of roadbed construction equipment, and more specifically, to a scaffolding construction device. Background Art
[0002] In the field of tunnel construction, scaffolding, as a representative of engineering facilities, plays a vital role. It not only provides a platform for construction workers to work, but also ensures the safety of various operations. At present, there are three main scaffolding technologies: conventional scaffolding, auxiliary scaffolding platform and escalator construction. Conventional scaffolding performs well in the construction environment, but when encountering uneven road conditions, its stability is challenged and it cannot provide operators with a safe working platform. Although the auxiliary scaffolding platform can handle the defects of standard blocks and adjacent blocks in the distance, it is still helpless against the overall uneven road problem. Especially when encountering drainage ditches, it is difficult to find a stable foothold, which greatly increases the risk of construction. The escalator construction method is to lean the ladder against the tunnel and let the construction workers stand on the ladder to carry out high-altitude construction. However, the limitations of this method are obvious. The ladder needs to be stabilized by a special person, and the construction above the ditch at the bottom is extremely limited. In addition, the scaffolding materials of the auxiliary scaffolding platform are relatively heavy, resulting in the materials required for erection being twice as much as the original platform, which increases the difficulty of transportation and construction handling.
[0003] In summary, these three mainstream scaffolding technologies all have certain limitations and challenges in practical applications. They are difficult to provide a stable and safe working platform when facing complex and changing construction environments and requirements, which increases the risk and difficulty of construction. Therefore, it is particularly important to develop new and more adaptable scaffolding technologies to meet the growing needs in the field of tunnel construction. Utility Model Content
[0004] The utility model provides a method for solving the problem of unstable and unsafe scaffolding construction platform, and improving the flexibility and safety of scaffolding construction to meet the growing demand in the construction field.
[0005] To achieve the above purpose, the utility model provides a scaffolding construction device, comprising:
[0006] A metal bottom plate, wherein the metal bottom plate is provided with a load-bearing component;
[0007] Limiting components, which are placed on both sides of the metal bottom plate and fit the sides of the railway track bed;
[0008] A fixed adjustment module is fixed on the metal bottom plate, and comprises a height adjustment component, the bottom of which is adjustably fitted and connected to the surface of the railway track bed.
[0009] In one embodiment, the load-bearing component includes a plurality of reinforcing ribs, and the reinforcing ribs are equidistantly distributed on the bottom of the metal base plate.
[0010] In one embodiment, the reinforcing rib has a diameter of 2 cm.
[0011] In one embodiment, the reinforcing ribs are made of steel bars.
[0012] In one embodiment, the distribution of the steel bars includes transverse distribution and longitudinal distribution, and the steel bars are provided with tic-tac-toe limit blocks.
[0013] In one embodiment, the steel bars are connected to the metal base plate by welding.
[0014] In one embodiment, the limiting assembly includes four limiting openings, and the limiting openings are steel bars that are hollow in the middle and bent downward.
[0015] In one embodiment, the fixing and adjusting module comprises a plurality of bolts, and the bolts have a diameter of 5 cm.
[0016] In one embodiment, the bolts are arranged at different positions of the metal base plate, and the protrusion of the bolts is at most 15 cm and at least 2 cm.
[0017] In one embodiment, the metal base plate is 45 cm wide and 70 cm long.
[0018] The utility model has the following beneficial effects:
[0019] 1. Improved stability and safety: The utility model uses bolts to adjust the height, and uses limit openings and well-shaped steel bars to fix the scaffolding and the construction device placed on the scaffolding, so that when encountering environments that are not conducive to construction such as drainage ditches, a stable operating platform can still be provided, thereby improving the safety of the device.
[0020] 3. Improved flexibility: The height adjustment components of the utility model can be adjusted according to different construction environments, and the width and length of the boards are different. When the scaffolding needs to be installed on a narrower or wider gutter or other uneven surfaces, different lengths can be selected for spanning.
[0021] 4. Simple installation: The utility model only uses a metal base plate, steel bars and bolts to improve the stability and safety of the device. The structure is simple, so it is very easy to build.
[0022] 5. Weight reduction: The limiting opening of the utility model is hollowed out in the middle and the steel bars are distributed in a crisscross pattern. This design reduces the overall weight of the scaffolding to a great extent. BRIEF DESCRIPTION OF THE DRAWINGS
[0023] Figure 1 This is a front structural schematic diagram of a scaffolding erection device according to an embodiment of the utility model;
[0024] Figure 2 This is a schematic diagram of the back structure of a scaffolding construction device according to an embodiment of the utility model;
[0025] Figure 3 It is a structural schematic diagram of a height adjustment component of a scaffolding construction device according to one embodiment of the utility model.
[0026] Among them, 100 is the metal base plate; 200 is the limit opening; 300 is the bolt; and 400 is the steel bar. DETAILED DESCRIPTION
[0027] In order to make the purpose, technical scheme and advantages of the implementation of this application clearer, the technical scheme in the embodiment of this application will be described in more detail below in conjunction with the drawings in the embodiment of this application. In the drawings, the same or similar reference numerals represent the same or similar elements or elements with the same or similar functions. The described embodiments are part of the embodiments of this application, not all of them. The embodiments described below with reference to the drawings are exemplary and are intended to be used to explain this application, and should not be construed as limitations on this application. Based on the embodiments in this application, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of this application.
[0028] Figure 1 , Figure 2 The scaffolding construction device of one embodiment of the utility model is a schematic diagram of the structure, and the scaffolding construction device comprises:
[0029] A metal base plate 100, wherein the metal base plate 100 is provided with a load-bearing component;
[0030] Limiting components, which are placed on both sides of the metal bottom plate 100 and fit the sides of the railway track bed;
[0031] A fixed adjustment module is fixed on the metal base plate 100 , and includes a height adjustment component, the bottom of which is adjustably fitted to the surface of the railway track bed.
[0032] Specifically, the metal base plate 100 can provide a stable operating platform during railway construction. The limiting assembly can limit the metal base plate 100 and the operating platform placed on the metal base plate 100. The height adjustment assembly is used to stabilize the metal base plate 100 by adjusting the height adjustment assembly when the required position is uneven. The utility model has a simple structure and is easy to install and use.
[0033] In one embodiment, the load-bearing component includes a plurality of reinforcing ribs, and the reinforcing ribs are evenly distributed at the bottom of the metal base plate 100 .
[0034] Specifically, a scaffold is a structure that serves as a support and provides a working platform, so it needs a certain degree of stability to ensure the safety of the operators. Therefore, a load-bearing component is set on the metal base plate 100 of the scaffold. The introduction of the load-bearing component increases the overall strength and stability of the scaffold, ensuring that it can safely bear and disperse the weight and load during construction, and ensuring that the entire scaffold remains stable during use to ensure that no failure or damage occurs during use. This helps to improve the safety of the scaffold and reduce the probability of accidents. The design of the load-bearing component usually takes into account the adaptability in different environments and conditions, so that it can meet the requirements of various engineering projects, such as quantity and weight. For construction that requires a larger load-bearing capacity, we can set up multiple load-bearing components. For construction that does not require a larger load-bearing capacity, we can set up fewer load-bearing components to reduce weight.
[0035] In one embodiment, the reinforcing rib has a diameter of 2 cm.
[0036] Specifically, the steel bar 400 with a diameter of 2 cm is often used as a supporting structure in projects such as buildings, bridges, tunnels, etc. It is generally made of steel and has high strength and durability.
[0037] In one embodiment, the reinforcing rib is made of steel bar 400 .
[0038] Specifically, by adding the steel bars 400 to the scaffolding, the overall load-bearing capacity of the scaffolding can be increased, so that it can better support operators and ladders.
[0039] In one embodiment, the distribution of the steel bars 400 includes transverse distribution and longitudinal distribution, and the steel bars 400 are provided with tic-tac-toe limit blocks.
[0040] Furthermore, the steel bars 400 are evenly spaced in a tic-tac-toe pattern to form a plurality of tic-tac-toe limit blocks, and the tic-tac-toe limit blocks can fix a ladder or a construction scaffold in the grooves of the tic-tac-toe steel bars 400 to further improve the stability of the operator's operation.
[0041] In one embodiment, the steel bar 400 is connected to the metal base plate 100 by welding.
[0042] Welding is the process of connecting two metal surfaces together through molten metal, and it is a molten connection. The molten metal will fill the gap between the two metal surfaces. Therefore, the welding has better sealing performance, so its connection strength is higher and can withstand greater loads and pressures.
[0043] In one embodiment, the limiting assembly includes four limiting openings 200 , and the limiting openings 200 are hollow in the middle and are steel bars 400 bent downward.
[0044] Specifically, the limit opening 200 is arranged on both sides of the metal bottom plate 100, and it plays two roles. First, it can limit the position of the scaffolding by fitting with the side of the railway track bed. Secondly, it can limit the ladder or rack placed on the scaffolding so that the ladder or rack does not move on the scaffolding, further improving the operator's operating safety. By using the limit opening 200 with a hollow middle, the weight of the scaffolding is greatly reduced, and the use of steel bars 400 makes it more stable.
[0045] In one embodiment, the fixing and adjusting module comprises a plurality of bolts 300 , and the bolts have a diameter of 5 cm.
[0046] In one embodiment, Figure 3 As shown, the bolts 300 are arranged at different positions of the metal base plate 100, and the protrusion of the bolts 300 is 15 cm at the highest and 2 cm at the lowest.
[0047] Specifically, when the location of the scaffolding installation is uneven, the extension amount of the bolt 300 can be adjusted to control the location of the scaffolding. The bolts 300 are arranged at different locations of the metal base plate 100. When some locations are high or low, the extension amount of the bolts 300 can be adjusted to match the high or low locations, so as to provide a stable workbench for operators to work.
[0048] In one embodiment, the metal base plate 100 has a width of 45 cm and a length of 70 cm.
[0049] Specifically, when the scaffolding needs to be installed on a narrow gutter or other uneven surface, you can choose to use a 45cm width to cross the gutter or other uneven surface, and then you will get a 70cm long operating space. When the scaffolding needs to be installed on a wider gutter or other uneven surface, you can choose to use a 70cm length to cross the gutter or other uneven surface.
[0050] The utility model has the following beneficial effects:
[0051] 1. Improved stability and safety: The utility model uses bolts to adjust the height, and uses limit openings and well-shaped steel bars to fix the scaffolding and the construction device placed on the scaffolding, so that when encountering environments that are not conducive to construction such as drainage ditches, a stable operating platform can still be provided, thereby improving the safety of the device.
[0052] 3. Improved flexibility: The height adjustment components of the utility model can be adjusted according to different construction environments, and the width and length of the boards are different. When the scaffolding needs to be installed on a narrower or wider gutter or other uneven surfaces, different lengths can be selected for spanning.
[0053] 4. Simple installation: The utility model only uses a metal base plate, steel bars and bolts to improve the stability and safety of the device. The structure is simple, so it is very easy to build.
[0054] 5. Weight reduction: The limiting opening of the utility model is hollowed out in the middle and the steel bars are distributed in a crisscross pattern. This design reduces the overall weight of the scaffolding to a great extent.
[0055] In the description of the present application, it should be noted that the terms used herein are only for describing specific embodiments, and are not intended to limit the exemplary embodiments according to the present application. For ease of description, the sizes of the various parts shown in the drawings are not drawn according to the actual proportional relationship. The technology, methods and equipment known to ordinary technicians in the relevant field may not be discussed in detail, but in appropriate cases, the technology, methods and equipment should be regarded as part of the authorization specification. In all examples shown and discussed here, any specific value should be interpreted as merely exemplary, rather than as a limitation. Therefore, other examples of the exemplary embodiments may have different values. It should be noted that similar numbers and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further discussed in subsequent drawings.
[0056] It should be noted that, in the present application, the terms "comprises", "includes" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also includes other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. It should also be pointed out that the scope of the methods and devices in the embodiments of the present application is not limited to performing functions in the order shown or discussed, and may also include performing functions in a substantially simultaneous manner or in reverse order according to the functions involved. For example, the described method may be performed in an order different from that described, and various steps may be added, omitted, or combined. In addition, the features described with reference to certain examples may be combined in other examples.
[0057] In addition, it should be noted that, unless otherwise clearly specified and limited, words such as "connect" and "drive" used in the description of this application should be understood in a broad sense, which can be direct, through an intermediate medium, or the relationship between two elements. Technical personnel in the field can understand their specific meanings in this application based on the specific circumstances.
[0058] The above embodiments are provided for persons familiar with the art to implement or use the present application. Personnel familiar with the art can make various modifications or changes to the above embodiments without departing from the application concept of the present application. Therefore, the protection scope of the present application is not limited to the above embodiments, but should be the maximum scope of the innovative features mentioned in the claims.
Claims
1. A scaffolding construction device, characterized in that: The scaffolding construction device comprises: A metal bottom plate, wherein the metal bottom plate is provided with a load-bearing component; Limiting components, which are placed on both sides of the metal bottom plate and fit the sides of the railway track bed; A fixed adjustment module is fixed on the metal bottom plate, and comprises a height adjustment component, the bottom of which is adjustably fitted and connected to the surface of the railway track bed.
2. The scaffolding construction device according to claim 1, characterized in that: The load-bearing component includes a plurality of reinforcing ribs, and the reinforcing ribs are evenly distributed at the bottom of the metal base plate.
3. The scaffolding construction device according to claim 2, characterized in that: The diameter of the reinforcing rib is 2 cm.
4. The scaffolding construction device according to claim 3, characterized in that: The reinforcing ribs are made of steel bars.
5. The scaffolding construction device according to claim 4, characterized in that: The distribution of the steel bars includes transverse distribution and longitudinal distribution, and the steel bars are provided with tic-tac-toe limit blocks.
6. The scaffolding construction device according to claim 5, characterized in that: The steel bars are connected to the metal bottom plate by welding.
7. The scaffolding construction device according to claim 1, characterized in that: The limiting assembly comprises four limiting openings, and the limiting openings are steel bars which are hollowed out in the middle and bent downward.
8. The scaffolding construction device according to claim 1, characterized in that: The fixing and adjusting module comprises a plurality of bolts, and the diameter of the bolts is 5 cm.
9. The scaffolding construction device according to claim 8, characterized in that: The bolts are arranged at different positions of the metal bottom plate, and the maximum extension of the bolts is 15 cm and the minimum is 2 cm.
10. The scaffolding construction device according to claim 1, characterized in that: The metal base plate is 45 cm wide and 70 cm long.