A construction engineering concrete assembly type filling formwork

Abstract

The utility model relates to a filling template technical field, concretely relates to a kind of building engineering concrete assembly type filling template, it includes horizontal support template A, longitudinal support plate is respectively arranged in the both sides of the horizontal support template A, another end of each longitudinal support plate is provided with same horizontal support template B, the inner chamber of the horizontal support template A and the horizontal support template B is respectively provided with connecting assembly, the connecting assembly includes two bidirectional screws, each bidirectional screw is respectively rotatably connected with the inner chamber of the horizontal support template A and the horizontal support template B, each bidirectional screw is respectively penetrated two longitudinal support plates, by setting the cooperation structure of bidirectional screw and threaded sleeve, the endless adjustment of template width is realized, can be according to the size requirement of different concrete components Quick adjustment support spacing, compared with traditional fixed template, significantly improve the scope of application and construction flexibility.

Description

Technical Field

[0001] This utility model relates to the field of filling template technology, specifically to a prefabricated filling template for concrete in building engineering. Background Technology

[0002] In building construction, concrete pouring usually requires the use of formwork systems for support and shaping. Traditional formwork systems are mostly fixed structures with limited size adjustment range, making it difficult to adapt to the construction needs of concrete components of different specifications. In addition, the installation and dismantling process of existing formwork is cumbersome, and the support stability is insufficient, making it easy to shift or deform during the pouring process, affecting the forming quality of concrete components.

[0003] Currently, some prefabricated formwork uses bolts or clips for connection. Although this improves disassembly, it still has problems such as inconvenient adjustment and low assembly efficiency. For example, some formwork systems require manual adjustment of the support spacing, which is complicated to operate and lacks a reliable limiting structure, making the formwork easy to loosen after assembly. In addition, the support structure of traditional formwork often lacks height adjustment function, making it difficult to adapt to the ground flatness requirements of different construction sites and increasing the difficulty of construction.

[0004] Based on this, this utility model discloses a prefabricated concrete filling template for building engineering. Summary of the Invention

[0005] To address the issues raised in the background art, currently, some prefabricated formwork uses bolts or clips for connection. While this improves disassembly, it still suffers from inconvenient adjustment and low assembly efficiency. For example, some formwork systems require manual adjustment of support spacing, which is complex and lacks reliable limiting structures, leading to easy loosening after assembly. Furthermore, traditional formwork support structures often lack height adjustment functions, making it difficult to adapt to the flatness requirements of different construction sites and increasing construction difficulty. This utility model provides a prefabricated concrete pouring formwork for building engineering, which includes a transverse support formwork A, longitudinal support plates located on both sides of the transverse support formwork A, and the same transverse support formwork B located at the other end of each longitudinal support plate. Connecting components are respectively provided in the inner cavities of the transverse support formwork A and the transverse support formwork B.

[0006] The connecting assembly includes two bidirectional lead screws, each of which is rotatably connected to the inner cavity of the transverse support template A and the transverse support template B, respectively.

[0007] As a further improvement to this technical solution, each of the bidirectional lead screws passes through two longitudinal support plates, and a threaded sleeve is threadedly connected to the side of the bidirectional lead screw near the longitudinal support plate. The threaded sleeve is used to limit the longitudinal support plate. Limiting frame A and limiting frame B are fixedly connected to the upper parts of both ends of each of the longitudinal support plates, and limiting frame A and limiting frame B are located on both sides of the longitudinal support plate.

[0008] As a further improvement to this technical solution, the transverse support template A and transverse support template B are respectively fixedly connected to the corresponding positions of the limiting frame A and limiting frame B, and each of the connecting frames is detachably connected to the corresponding limiting frame A or limiting frame B.

[0009] As a further improvement to this technical solution, a fixing plate is fixedly connected to the opposite side of the transverse support template A and the opposite side of each fixing plate is hinged to a threaded rod A through a hinge frame. An adjusting sleeve is threadedly connected to the surface of the threaded rod A, and a threaded rod B is threadedly connected to the lower part of the inner cavity of the adjusting sleeve. A fixed base is hinged to the lower part of the threaded rod B.

[0010] As a further improvement to this technical solution, the transverse support template A and transverse support template B are respectively fixedly connected to the upper parts of the two longitudinal support plates with top plates.

[0011] As a further improvement to this technical solution, L-shaped connecting plates are fixedly connected to both sides of each of the longitudinal support plates, and sliding boxes are slidably connected to the surface of the L-shaped connecting plates, with each sliding box being fixedly connected to the longitudinal support plate.

[0012] Compared with existing technologies, the beneficial effects of this utility model are:

[0013] 1. In the prefabricated concrete pouring formwork of this construction project, the formwork width is infinitely adjustable by setting a cooperative structure of bidirectional screw and threaded sleeve. The support spacing can be quickly adjusted according to the size requirements of different concrete components, which significantly improves the applicability and construction flexibility compared with traditional fixed formwork.

[0014] 2. In the prefabricated concrete pouring formwork of this construction project, the use of a detachable connection method of limiting frame and connecting frame realizes the rapid assembly and precise positioning of the formwork. Compared with the traditional bolt connection method, it greatly improves the assembly efficiency and ensures the overall stability of the formwork system. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0016] Figure 2 This is a side view structural diagram of this utility model;

[0017] Figure 3 This is a schematic diagram of the top plate structure of this utility model;

[0018] Figure 4 This is a schematic diagram of the decomposed structure of this utility model.

[0019] The meanings of the labels in the diagram are as follows:

[0020] 1. Horizontal support template A; 2. Longitudinal support plate; 3. Horizontal support template B; 4. Two-way lead screw; 5. Threaded sleeve; 6. Limiting frame A; 7. Limiting frame B; 8. Connecting frame; 9. Fixing plate; 10. Hinge frame; 11. Threaded rod A; 12. Adjusting sleeve; 13. Threaded rod B; 14. Fixed base; 15. Top plate; 16. L-shaped connecting plate; 17. Sliding box. Detailed Implementation

[0021] The technical solutions of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.

[0022] Therefore, this utility model provides a prefabricated concrete pouring template for building engineering. (See [link]) Figure 1 As shown, it includes a transverse support template A1, a longitudinal support plate 2, a transverse support template B3, and connecting components. The template adopts a modular design, and the support spacing is adjusted by a two-way screw 4. With the help of a detachable connection structure, it can achieve rapid assembly and precise positioning, effectively improving construction efficiency and ensuring pouring quality.

[0023] For details, see Figures 1 to 4 As shown, the template includes a transverse support template A1 and a transverse support template B3, which are connected by a longitudinal support plate 2. The inner cavities of the transverse support template A1 and the transverse support template B3 are respectively equipped with bidirectional screws 4. The bidirectional screws 4 are rotatably connected to the inner cavity of the template and cooperate with the longitudinal support plate 2 through a threaded sleeve 5 to realize flexible adjustment of the template width.

[0024] During operation, rotating the bidirectional lead screw 4 drives the threaded sleeve 5 to move along the lead screw axis, thereby causing the longitudinal support plate 2 to adjust its position synchronously to meet the pouring requirements of concrete components of different sizes.

[0025] Further, see Figures 1 to 3As shown, the upper parts of both ends of the longitudinal support plate 2 are respectively provided with limiting frame A6 and limiting frame B7, and the transverse support template A1 and transverse support template B3 are respectively provided with connecting frame 8. The connecting frame 8 is detachably connected to the limiting frame A6 or the limiting frame B7 to ensure the structural stability after the template is assembled.

[0026] During operation, the limiting frame A6 and limiting frame B7 are connected and locked to the connecting frame 8 to quickly complete the assembly of the template and prevent the template from shifting or deforming during the pouring process.

[0027] Among them, see Figure 3 As shown, the outer sides of the transverse support template A1 and the transverse support template B3 are respectively provided with fixed plates 9, and are connected to threaded rods A11 through hinge brackets 10. Threaded rods A11 are threadedly engaged with adjusting sleeves 12. The lower part of adjusting sleeves 12 is connected to threaded rods B13, and the bottom end of threaded rods B13 is hinged to fixed base 14 to form an adjustable support structure.

[0028] During operation, rotating the adjusting sleeve 12 can change the relative lengths of the threaded rods A11 and B13, thereby adjusting the overall height of the template to adapt to the flatness requirements of different construction sites.

[0029] Furthermore, a top plate 15 is provided on the upper part of the transverse support template A1, transverse support template B3 and longitudinal support plate 2 to enhance the overall rigidity of the template. L-shaped connecting plates 16 are provided on both sides of the longitudinal support plate 2. Sliding boxes 17 are slidably connected to the L-shaped connecting plates 16. The sliding boxes 17 are fixedly connected to the longitudinal support plate 2 and can be used to install auxiliary supports or reinforcement components.

[0030] In summary, this utility model achieves rapid assembly, precise positioning, and stable support of the template through bidirectional screw adjustment, modular connection, and adjustable support structure, effectively solving the technical problems of inconvenient adjustment, low assembly efficiency, and insufficient stability of traditional templates.

[0031] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0032] Although embodiments of the present utility have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present utility, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A prefabricated concrete pouring formwork for building construction, characterized in that: It includes a transverse support template A (1), and longitudinal support plates (2) are respectively provided on both sides of the transverse support template A (1). The other end of each longitudinal support plate (2) is provided with the same transverse support template B (3). The inner cavities of the transverse support template A (1) and the transverse support template B (3) are respectively provided with connecting components. The connecting assembly includes two bidirectional lead screws (4), each of which is rotatably connected to the inner cavity of the transverse support template A (1) and the transverse support template B (3).

2. The prefabricated concrete pouring formwork for building engineering according to claim 1, characterized in that: Each of the bidirectional lead screws (4) passes through two longitudinal support plates (2). A threaded sleeve (5) is threadedly connected to the side of the bidirectional lead screw (4) near the longitudinal support plate (2). The threaded sleeve (5) is used to limit the longitudinal support plate (2). Limiting frames A (6) and B (7) are fixedly connected to the upper parts of both ends of each of the longitudinal support plates (2). The limiting frames A (6) and B (7) are located on both sides of the longitudinal support plate (2).

3. The prefabricated concrete pouring formwork for building engineering according to claim 2, characterized in that: The transverse support template A (1) and transverse support template B (3) are respectively fixedly connected to the corresponding positions of the limiting frame A (6) and limiting frame B (7) with connecting frames (8), and each connecting frame (8) is detachably connected to the corresponding limiting frame A (6) or limiting frame B (7).

4. The prefabricated concrete pouring formwork for building engineering according to claim 3, characterized in that: The opposite sides of the transverse support template A (1) and the transverse support template B (3) are respectively fixedly connected to a fixing plate (9). The opposite sides of each fixing plate (9) are respectively hinged to a threaded rod A (11) through a hinge frame (10). The surface of the threaded rod A (11) is threadedly connected to an adjusting sleeve (12). The lower part of the inner cavity of the adjusting sleeve (12) is threadedly connected to a threaded rod B (13). The lower part of the threaded rod B (13) is hinged to a fixed base (14).

5. A prefabricated concrete pouring formwork for building engineering according to claim 4, characterized in that: The transverse support template A (1) and transverse support template B (3) are respectively fixedly connected to the upper part of the two longitudinal support plates (2) with top plates (15).

6. A prefabricated concrete pouring formwork for building engineering according to claim 5, characterized in that: Each of the longitudinal support plates (2) is fixedly connected to an L-shaped connecting plate (16) on both sides. A sliding box (17) is slidably connected to the surface of the L-shaped connecting plate (16). Each of the sliding boxes (17) is fixedly connected to the longitudinal support plate (2).

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