Scaffold for civil house building construction

Abstract

The utility model discloses a scaffold for civil house building construction, which belongs to the technical field of building construction and comprises a first platform, transverse rods and vertical rods, the scaffold is composed of the transverse rods and the vertical rods, a second platform is mounted in the middle of the scaffold, the first platform is mounted above the second platform, and an inclined ladder is mounted between the first platform and the transverse rod below the first platform. A first splicing plate is installed on the right upper side of the first platform, and a cylinder channel is arranged on the lower portion, close to the first platform, of the first splicing plate. According to the scaffold system, through the reasonable structural design, the overall stability and safety of the scaffold are ensured. The cross connection design of the cross rods and the vertical rods provides strong supporting force, so that the whole scaffold can stably work under load, inclination or shaking caused by external force or construction environment changes is avoided, and the universal wheels installed at the bottom of the scaffold enable the scaffold to be flexibly adjusted in position on a construction site.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, and more specifically, to a scaffold for civil engineering building construction. Background Technology

[0002] In civil engineering construction, scaffolding is a common and necessary temporary support structure. It provides construction workers with a stable working platform, ensuring safety and efficiency during the construction process. Scaffolding design typically needs to consider multiple factors, such as structural stability, adaptability to the construction environment, ease of use, and efficiency in dismantling and storage.

[0003] Traditional scaffolding systems typically consist of a series of vertical poles, horizontal poles, and platforms, offering a simple structure that is easy to assemble and disassemble. However, existing scaffolding systems have some limitations. For example, many traditional scaffolding designs suffer from poor stability, especially under heavy loads, making them prone to swaying or tilting, posing safety hazards to construction workers. Furthermore, traditional scaffolding is cumbersome to move, making it difficult to adapt to complex construction environments and terrains, thus impacting construction efficiency.

[0004] Furthermore, traditional scaffolding systems often lack flexible height adjustment and expansion capabilities, and the connections between platforms are not convenient enough. This makes it difficult for construction workers to move up and down between different platforms, wasting time and increasing the complexity of the work. At the same time, structural connections in scaffolding often become loose or shifted, affecting the stability and durability of the scaffolding and leading to higher maintenance and replacement costs after prolonged use.

[0005] Therefore, existing scaffolding systems have certain shortcomings in terms of stability, safety, flexibility, and adaptability, and there is an urgent need for a new scaffolding design that can overcome these problems and provide a more reliable and efficient construction environment. Thus, developing an improved scaffolding system has become a pressing issue. Utility Model Content

[0006] 1. Technical problems to be solved

[0007] In view of the problems existing in the prior art, the purpose of this utility model is to provide a scaffold for civil engineering construction, which can avoid tilting or swaying caused by external forces or changes in the construction environment. The casters installed at the bottom of the scaffold allow the scaffold to be flexibly adjusted in position on the construction site.

[0008] 2. Technical Solution

[0009] To solve the above problems, the present invention adopts the following technical solution.

[0010] A type of scaffolding for civil engineering construction includes a first platform, horizontal bars, and vertical bars. The scaffolding is composed of horizontal bars and vertical bars. A second platform is installed in the middle of the scaffolding, and the first platform is installed above the second platform. An inclined ladder is installed between the first platform and the horizontal bars below it. A first splicing plate is installed on the upper right side of the first platform, and a duct is provided on the first splicing plate near the lower part of the first platform.

[0011] Based on the above features, the bottom of the scaffold is equipped with casters, and the lower middle part of the vertical pole is equipped with a diagonal brace.

[0012] In some embodiments, a support steel is installed above the caster wheel and slightly below the second platform at the bottom of the vertical rod, and a flip plate is installed between the two vertical rods.

[0013] Based on the above features, the supporting steel is provided with a connecting structure for connecting the vertical rod, and the supporting steel is provided with several through holes.

[0014] In some embodiments, the connecting structure includes a base plate, with insert rods mounted above both ends of the base plate, the insert rods having through holes, and the base plate having a countersunk hole in the middle.

[0015] Based on the above features, a second splicing plate is installed below the base plate, a sleeve plate is installed in the middle of the second splicing plate, the base plate is provided with a connecting groove and coaxially connected to the insertion rod, and the second splicing plate is fixed to the support steel by connecting bolts.

[0016] 3. Beneficial effects

[0017] Compared with existing technologies, the advantages of this utility model are:

[0018] 1) This scaffolding system, through its reasonable structural design, ensures the overall stability and safety of the scaffolding. The cross-connection design of the horizontal and vertical bars provides strong support, enabling the entire scaffolding to work stably under load and avoiding tilting or swaying caused by external forces or changes in the construction environment. The casters installed at the bottom of the scaffolding allow for flexible position adjustments on the construction site.

[0019] 2) The first and second platforms are connected by an inclined ladder, a flexible and practical design that facilitates safe and convenient access for construction workers between platforms of different heights. The design of the first splicing plate and the tunnel allows the scaffolding to be expandable and has greater mobility.

[0020] 3) The design of the supporting steel and connecting structure enhances the overall strength and stability of the scaffolding. The supporting steel, fixedly connected to the vertical members through the connecting structure, provides additional support to the scaffolding, effectively distributing the load pressure on the vertical members and further improving the safety and durability of the scaffolding. The perforated design allows the supporting steel to be flexibly configured according to actual needs, providing the possibility of connecting more support modules or other devices, thus improving the adaptability of the scaffolding.

[0021] 4) The countersunk and through-hole designs effectively prevent loosening or displacement between components, ensuring the stability of the scaffolding during long-term use. The modular design of the supporting steel allows for flexible replacement or maintenance of individual components, extending the service life of the scaffolding. Attached Figure Description

[0022] Figures 1-2 This is a structural schematic diagram of a scaffold for civil engineering construction according to this utility model;

[0023] Figure 3 This is a schematic diagram of the supporting steel and connecting mechanism of this utility model;

[0024] Figure 4 This is a schematic diagram of the supporting steel structure of this utility model;

[0025] Figure 5 This is a schematic diagram of the connection mechanism of this utility model;

[0026] Figure 6 This is a schematic diagram of the insertion rod of this utility model;

[0027] Figure 7 This is a schematic diagram of the sleeve plate of this utility model.

[0028] Explanation of the labels in the diagram:

[0029] 1. First platform; 2. Diagonal tie rod; 3. Second platform; 4. Horizontal bar; 5. Casters; 6. Tube channel; 7. First splicing plate; 8. Inclined ladder; 9. Vertical bar; 10. Diagonal brace; 11. Supporting steel; 1101. Perforation; 12. Flip plate; 13. Connecting structure; 131. Sleeve plate; 1311. Connecting groove; 1312. Second splicing plate; 1313. Connecting bolt; 132. Insert rod; 1321. Through hole; 1322. Base plate; 1323. Countersunk hole. Detailed Implementation

[0030] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the protection scope of the present utility model.

[0031] Example 1:

[0032] A type of scaffolding for civil engineering construction includes a first platform 1, horizontal bars 4, and vertical bars 9. The scaffolding is composed of horizontal bars 4 and vertical bars 9. A second platform 3 is installed in the middle of the scaffolding, and the first platform 1 is installed above the second platform 3. An inclined ladder 8 is installed between the first platform 1 and the horizontal bars 4 below it. A first splicing plate 7 is installed on the upper right side of the first platform 1, and a channel 6 is provided on the first splicing plate 7 near the lower part of the first platform 1. Casters 5 are installed at the bottom of the scaffolding, and diagonal braces 10 are installed in the lower middle part of the vertical bars 9.

[0033] In some embodiments, a support steel 11 is installed above the caster wheel 5 and slightly below the second platform 3 at the bottom of the vertical rod 9, and a flip plate 12 is installed between the two vertical rods 9. The support steel 11 is provided with a connecting structure 13 for connecting the vertical rod 9, and the support steel 11 is provided with a plurality of through holes 1101.

[0034] In some embodiments, the connecting structure 13 includes a base plate 1322, with insert rods 132 mounted above both ends of the base plate 1322. The insert rods 132 have through holes 1321, and the base plate 1322 has a countersunk hole 1323 in the middle. A second splicing plate 1312 is mounted below the base plate 1322, with a sleeve plate 131 mounted in the middle of the second splicing plate 1312. The base plate 1322 has a connecting groove 1311 coaxially connected to the insert rods 132. The second splicing plate 1312 is fixed to the supporting steel 11 by connecting bolts 1313.

[0035] This scaffolding system mainly consists of a first platform 1, horizontal bars 4, vertical bars 9, and a second platform 3. Its structural design aims to ensure the safe and stable operation of construction workers and provide sufficient support to meet the various needs of civil engineering construction. The scaffolding frame is formed by the cross-connection of horizontal bars 4 and vertical bars 9, a design that ensures the stability and load-bearing capacity of the scaffolding.

[0036] A second platform 3 is installed in the middle of the scaffolding, providing additional workspace for construction workers to perform tasks at medium height. Above the second platform 3, the first platform 1 is installed, providing a higher working surface for construction workers. To ensure a stable connection between the two, the first platform 1 is connected to the horizontal bar 4 below it by an inclined ladder 8. The design of the inclined ladder 8 not only facilitates personnel movement up and down but also effectively distributes weight, improving overall stability.

[0037] A first splicing plate 7 is provided on the upper right side of the first platform 1. This splicing plate is used to expand the working surface of the scaffold or to connect with other modules. A passageway 6 is provided on the lower part of the first splicing plate 7 near the first platform 1. The passageway 6 provides a convenient passage for construction personnel, making the movement of personnel between the various platforms of the scaffold smoother and improving work efficiency.

[0038] The scaffolding is equipped with casters 5 at its base, allowing it to move flexibly on the construction site. The casters 5 effectively adjust the scaffolding's position, ensuring stable use on various terrains. Diagonal braces 10 are also installed in the lower middle part of the vertical poles 9 to further enhance the stability of the scaffolding, especially under high loads or strong winds, effectively preventing tilting or swaying.

[0039] In some embodiments, a support steel 11 is also installed above the caster wheel 5, slightly below the second platform 3, and at the bottom of the vertical pole 9. The design of the support steel 11 not only reinforces the scaffold support but also enhances the overall strength of the structure. The support steel 11 is provided with a connecting structure 13, which is used to fix the support steel to the vertical pole 9, thereby enhancing the stability of the entire scaffold. The support steel 11 is also provided with multiple through holes 1101, which can be used to add additional supports later or to connect other modules.

[0040] The design of the connecting structure 13 is crucial, ensuring a stable connection between the supporting steel 11 and the vertical rod 9. The connecting structure 13 includes a base plate 1322, with insert rods 132 mounted at both ends. The insert rods 132 have through holes 1321 for connecting and securing other components. A countersunk hole 1323 is located in the center of the base plate 1322 to secure the insert rods 132, preventing loosening or displacement. A second splicing plate 1312 is installed below the base plate 1322, with a sleeve plate 131 in the center providing additional support and stability. The base plate 1322 also has a connecting groove 1311 for coaxial connection with the insert rods 132, ensuring the stability of the connecting structure. The second splicing plate 1312 is securely fixed to the supporting steel 11 using connecting bolts 1313, thereby enhancing the overall structural strength of the scaffolding.

[0041] The above description is merely a preferred embodiment of this utility model; however, the protection scope of this utility model is not limited thereto. Any equivalent substitutions or modifications made by those skilled in the art within the technical scope disclosed in this utility model, based on the technical solution and its improved concept, should be included within the protection scope of this utility model.

Claims

1. A scaffold for civil engineering and building construction comprising a first platform (1), a cross bar (4) and a vertical bar (9), characterized in that: Scaffold is by cross pole (4) and vertical pole (9) constitute, the middle installation of scaffold has second platform (3), the top of second platform (3) installs first platform (1), the first platform (1) and the cross pole (4) between the lower installation has inclined ladder (8), the right upper side of first platform (1) installs first splicing board (7), the first splicing board (7) is close to the first platform (1) and is provided with cylinder way (6) in the lower side of deviation; The bottom of the scaffold is installed with universal wheel (5), the middle lower side of vertical pole (9) is installed with inclined bracing (10); The upper side of universal wheel (5), the lower side of deviation of second platform (3) is installed with the steel (11) in the bottom of vertical pole (9), two vertical poles (9) are installed with turnover plate (12) between them; The steel (11) is provided with connecting structure (13) on the upper side, the connecting structure (13) is used for connecting vertical pole (9), the steel (11) is provided with a plurality of perforations (1101) on the upper side.

2. The scaffold according to claim 1, wherein: The connecting structure (13) includes bottom plate (1322), the upper side of both ends of bottom plate (1322) is installed with inserting rod (132), the inserting rod (132) is provided with through hole (1321), the middle of bottom plate (1322) is provided with counterbore (1323).

3. The scaffold according to claim 2, wherein: The lower side of bottom plate (1322) is installed with second splicing board (1312), the middle of second splicing board (1312) is installed with sleeve board (131), bottom plate (1322) is provided with connecting groove (1311) and inserting rod (132) coaxial connection, second splicing board (1312) is fixed on the steel (11) through connecting bolt (1313).

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