Building formwork and composite module

Abstract

The utility model provides a kind of building template and composite module, it is related to building material technical field.The building template includes support structure, reinforcing structure and mounting structure, support structure includes bottom plate and support frame, support frame is set to bottom plate along the circumferential direction of bottom plate;Reinforcing structure includes reinforcing rib subassembly, reinforcing rib subassembly is located inside support frame and is connected to support frame, reinforcing rib subassembly is set to bottom plate;Reinforcing rib subassembly includes the transverse reinforcing rib and longitudinal reinforcing rib that is set to angle;Mounting structure is located at the intersection position of transverse reinforcing rib and longitudinal reinforcing rib, and mounting structure is connected to transverse reinforcing rib and longitudinal reinforcing rib respectively;Wherein, along the thickness direction of bottom plate, the height of transverse reinforcing rib and longitudinal reinforcing rib is different.Using this way, the building template can simultaneously take into account higher structural stiffness, stability and carrying capacity, lower production cost and the demand of light weight.

Description

Technical Field

[0001] This utility model generally relates to the field of building materials technology, and more specifically, to a building template and composite module. Background Technology

[0002] In concrete pouring operations, formwork is typically used as a temporary protective structure for support. After the concrete is poured and solidified, the formwork can be removed and reused for the next concrete pour. Formwork shapes the concrete structure according to the specified position and geometric dimensions, ensuring correct positioning and thus enabling the concrete structure to meet the specified design requirements. Using formwork for concrete pouring effectively guarantees the quality and safety of concrete projects, while also improving construction efficiency and reducing project costs.

[0003] Because construction formwork needs to withstand its own weight and external loads during concrete pouring, it requires a high load-bearing capacity. Traditional construction formwork has the following drawbacks:

[0004] 1. Construction formwork is made of steel, which has a strong load-bearing capacity, but it is heavy, inconvenient to handle and disassemble, has a complex repair process, low recycling value, and thus high maintenance costs.

[0005] 2. Construction formwork is made of aluminum alloy and magnesium alloy. Although it has the advantages of low density and light weight compared to steel, it is usually a welded structure, so its load-bearing capacity is still relatively weak, and it is inconvenient to splice and use.

[0006] 3. The building formwork is made of fiber-reinforced thermoplastic composite material. Although it has the characteristics of light weight, good corrosion resistance and high thermal stability, the fact that the composite material is actually a plastic material results in poor impact resistance and overall rigidity of the building formwork, which affects the reliability and stability of the building formwork.

[0007] In addition, in tall and narrow components such as walls, columns, and deep beams, newly poured concrete will exert huge lateral pressure on the building formwork, causing the formwork to deform outward, bulge, or even burst. For example, the formwork may be stretched open, concrete may overflow, resulting in structural dimensional deviations, uneven surfaces, or even safety accidents. Utility Model Content

[0008] This utility model provides a building formwork and composite module. Through structural improvements, it enhances structural strength and rigidity, achieving lightweight while also possessing high load-bearing capacity and deformation resistance, thereby improving the reliability and stability of building formwork use.

[0009] According to a first aspect of this utility model, a building template is provided, comprising:

[0010] A support structure includes a base plate and a support frame, wherein the support frame is disposed on the base plate along the circumferential direction of the base plate;

[0011] The reinforcing structure includes a reinforcing rib assembly located inside and connected to the support frame, and disposed on the base plate; the reinforcing rib assembly includes transverse reinforcing ribs and longitudinal reinforcing ribs arranged at an angle.

[0012] The mounting structure is located at the intersection of the transverse stiffener and the longitudinal stiffener, and the mounting structure is connected to the transverse stiffener and the longitudinal stiffener respectively.

[0013] The transverse reinforcing ribs and the longitudinal reinforcing ribs have different heights along the thickness direction of the base plate.

[0014] In some embodiments, the longitudinal stiffeners include:

[0015] The longitudinal main reinforcing rib is connected to the mounting structure. The longitudinal main reinforcing rib extends along the width direction of the base plate, and the transverse reinforcing rib extends along the length direction of the base plate.

[0016] Wherein, along the thickness direction of the base plate, the height of the longitudinal main stiffener is greater than that of the transverse stiffener;

[0017] The thickness direction, width direction, and length direction of the base plate are all perpendicular to each other.

[0018] In some embodiments, the longitudinal stiffeners further include:

[0019] Longitudinal secondary stiffeners are arranged parallel to and spaced apart from the longitudinal main stiffeners. The longitudinal secondary stiffeners and the longitudinal main stiffeners are arranged along the length direction of the base plate. The longitudinal secondary stiffeners are connected to the transverse stiffeners.

[0020] Wherein, along the thickness direction of the base plate, the height of the longitudinal secondary stiffener is less than or equal to the height of the longitudinal main stiffener; and / or, along the length direction of the base plate, the width of the longitudinal secondary stiffener is less than or equal to the width of the longitudinal main stiffener.

[0021] In some embodiments, there are multiple mounting structures, multiple longitudinal main stiffeners, multiple mounting structures are arranged along the length of the base plate, multiple mounting structures are correspondingly connected to multiple longitudinal main stiffeners, and at least one longitudinal secondary stiffener is located between two adjacent longitudinal main stiffeners.

[0022] In some embodiments, the reinforcing rib assembly further includes a first oblique reinforcing rib, through which the transverse reinforcing rib is connected to the mounting structure or the support frame; wherein, along the thickness direction of the base plate and away from the transverse reinforcing rib, the height of the first oblique reinforcing rib gradually increases;

[0023] And / or, the reinforcing rib assembly further includes a second oblique reinforcing rib, the longitudinal secondary reinforcing rib being connected to the support frame via the second oblique reinforcing rib; wherein, along the thickness direction of the base plate and away from the longitudinal secondary reinforcing rib, the height of the second oblique reinforcing rib gradually increases.

[0024] In some embodiments, the reinforcing rib assembly further includes corner reinforcing members, the corner reinforcing members comprising:

[0025] An angle reinforcing plate, wherein the angle reinforcing plate is connected to two adjacent side walls of the support frame;

[0026] An angle reinforcing rib is provided intersecting with the angle reinforcing plate. One end of the angle reinforcing rib is connected to the top corner of the support frame, and the other end of the angle reinforcing rib is connected to at least one of the longitudinal main reinforcing rib, the transverse reinforcing rib, and the mounting structure that is closest to the angle reinforcing plate along the length direction of the base plate.

[0027] In some embodiments, a first boss is provided on at least one side of the transverse stiffener along the length of the base plate, and the first boss is connected to the support frame.

[0028] And / or, along the width direction of the base plate, at least one side of the transverse reinforcing rib is provided with a second boss, the second boss being connected to the base plate;

[0029] And / or, along the width direction of the base plate, at least one side of the longitudinal stiffener is provided with a third boss, the third boss being connected to the support frame;

[0030] And / or, along the length direction of the base plate, at least one side of the longitudinal stiffener is provided with a fourth protrusion, the fourth protrusion being connected to the base plate;

[0031] And / or, in a direction perpendicular to the extension direction of the corner stiffener, at least one side of the corner stiffener is provided with a fifth boss, the fifth boss being connected to the base plate.

[0032] In some embodiments, the number of transverse reinforcing ribs is one, and the transverse reinforcing ribs are symmetrically arranged with respect to the first central axis; or, the number of transverse reinforcing ribs is multiple, and the multiple transverse reinforcing ribs are respectively located on both sides of the first central axis.

[0033] Wherein, the first central axis is the central axis of the base plate, and the first central axis is parallel to the length direction of the base plate.

[0034] In some embodiments, the base plate is provided with a bottom hole, and the mounting structure is provided with a first extension on the side facing the base plate, the first extension passing through the bottom hole, and the first extension is provided with a mounting through hole.

[0035] Alternatively, the base plate may have a bottom hole, and the mounting structure may have a mounting through hole, the mounting through hole and the bottom hole being connected.

[0036] In some embodiments, the height of the reinforcing rib assembly is less than or equal to the height of the support frame along the thickness direction of the base plate;

[0037] And / or, the support frame is provided with a first through hole;

[0038] And / or, the supporting structure, the reinforcing structure and the mounting structure are integrally formed;

[0039] And / or, the support structure is made of continuous fiber reinforced polyamide composite sheet, and the reinforcing structure and the mounting structure are made of discontinuous fiber reinforced polyamide composite material;

[0040] The continuous fiber reinforced polyamide composite board is formed by hot pressing continuous fiber reinforced polyamide prepreg, wherein the continuous fiber reinforced polyamide prepreg is selected from one or more combinations of continuous fiber reinforced polyamide unidirectional prepreg tape, polyamide film and continuous fiber fabric laminate.

[0041] In some embodiments, the reinforcing structure further includes:

[0042] A reinforcing frame, which is at least partially disposed outside the supporting frame.

[0043] In some embodiments, the reinforcing frame is provided with a second extension on the side facing the support frame, the second extension passing through the first through hole, and the second extension is provided with a second through hole;

[0044] Alternatively, the reinforcing frame may be provided with a second through hole, and the first through hole and the second through hole may be connected.

[0045] According to a second aspect of the present invention, an embodiment of the present invention also provides a composite module, including a connecting component and a plurality of building templates, wherein two adjacent building templates are connected by the connecting component, and wherein at least one of the plurality of building templates includes the aforementioned building template.

[0046] In some embodiments, when multiple building templates are included, the multiple building templates are arranged along the length direction and / or the width direction of the base plate;

[0047] The connecting component includes a first connector and a locking member. The first connector passes through the support frame of two adjacent building templates, and the locking member passes through the first connector.

[0048] The length direction and the width direction of the base plate are perpendicular to each other.

[0049] In some embodiments, the plurality of building templates further includes at least one second building template, the building templates and the second building templates being connected via the connecting assembly, wherein the second building template includes:

[0050] A support structure includes a base plate and a support frame, wherein the support frame is disposed on the base plate along the circumferential direction of the base plate;

[0051] The reinforcing structure includes a reinforcing rib assembly located inside and connected to the support frame, and disposed on the base plate; the reinforcing rib assembly includes transverse main reinforcing ribs and longitudinal main reinforcing ribs arranged at an angle, with a plurality of transverse main reinforcing ribs arranged in parallel at intervals;

[0052] The mounting structure is disposed between two adjacent transverse main reinforcing ribs and is disposed corresponding to the longitudinal main reinforcing ribs.

[0053] One embodiment of this utility model has the following advantages or beneficial effects:

[0054] The building formwork provided in this embodiment has an installation structure located in the area where the transverse and longitudinal reinforcing ribs intersect and connected to the transverse and longitudinal reinforcing ribs respectively. This increases the structural strength of the installation structure along the length and width of the base plate, preventing the formwork from deforming outward, bulging, or even bursting under the lateral pressure of concrete. For example, the formwork may be stretched open or concrete may overflow. This can significantly improve the strength, rigidity, stability, and durability of the building formwork.

[0055] The shorter ribs in the transverse and longitudinal sections effectively reduce the local height, resulting in a lighter weight to meet lightweight requirements. Shorter ribs also reduce material costs, simplify mold manufacturing, and improve processing convenience and filling effect. Meanwhile, the taller ribs ensure the structural strength around the installed structure. Using this method, the formwork can simultaneously achieve high structural stiffness, stability, and load-bearing capacity, while maintaining low production costs and lightweight requirements.

[0056] The composite module provided in this embodiment of the utility model uses connecting components to splice multiple building templates, which can meet the needs of different sizes and application scenarios and has strong applicability. Attached Figure Description

[0057] To better understand this invention, reference can be made to the embodiments shown in the following drawings. Components in the drawings are not necessarily to scale, and related elements may be omitted to emphasize and clearly illustrate the technical features of this invention. Furthermore, related elements or components may have different arrangements as known in the art. Additionally, in the drawings, the same reference numerals denote the same or similar components in various figures. The above and other features and advantages of this invention will become more apparent by describing exemplary embodiments of the invention in detail with reference to the drawings.

[0058] in:

[0059] Figure 1 The diagram shown is a structural schematic of a building template according to an embodiment of the present invention;

[0060] Figure 2 The diagram shown is an exploded view of the structure of a building template according to an embodiment of the present invention;

[0061] Figure 3 The diagram shown is a structural schematic of the support structure in a building formwork according to an embodiment of the present invention;

[0062] Figure 4 The diagram shown is a structural schematic of the reinforcing structure in a building template according to an embodiment of this utility model. Figure 1 ;

[0063] Figure 5 The diagram shown is a structural schematic of the reinforcing structure in a building template according to an embodiment of this utility model. Figure 2 ;

[0064] Figure 6 The diagram shown is a structural schematic of a corner reinforcement component in a building formwork according to an embodiment of this utility model. Figure 1 ;

[0065] Figure 7 The diagram shown is a structural schematic of a corner reinforcement component in a building formwork according to an embodiment of this utility model. Figure 2 ;

[0066] Figure 8 The diagram shown is a structural schematic of a corner reinforcement component in a building formwork according to an embodiment of this utility model. Figure 3 ;

[0067] Figure 9 The diagram shown is a structural schematic of the through hole for displaying the installation of a building template according to an embodiment of the present invention;

[0068] Figure 10 The diagram shown is a structural schematic of a building template displaying a second through hole according to an embodiment of the present invention;

[0069] Figure 11 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 1 ;

[0070] Figure 12 The diagram shown is a structural schematic of a composite module display connection component according to an embodiment of the present invention;

[0071] Figure 13 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 2 .

[0072] The reference numerals in the attached figures are explained as follows:

[0073] 100. Building formwork; 200. Connecting components;

[0074] 1. Supporting structure; 2. Reinforcing structure; 3. Installation structure;

[0075] 11. Base plate; 111. Bottom hole; 12. Support frame; 121. First through hole;

[0076] 21. Reinforcing frame; 22. Reinforcing rib assembly;

[0077] 211. Second extension; 210. Second through hole;

[0078] 221. Transverse stiffener; 222. Longitudinal stiffener; 2221. Longitudinal main stiffener; 2222. Longitudinal secondary stiffener; 223. First diagonal stiffener; 224. Second diagonal stiffener; 225. Corner stiffener; 2251. Corner stiffener plate; 2252. Corner stiffener; 226. First boss; 227. Second boss; 228. Third boss; 229. Fourth boss; 230. Fifth boss;

[0079] 31. First extension; 30. Mounting through hole;

[0080] S1, First central axis; S2, Second central axis;

[0081] 201. First connecting member; 202. Locking member;

[0082] 300. Second building formwork; 301. Supporting structure; 302. Reinforcing structure; 303. Installation structure;

[0083] 3011, base plate; 3012, support frame; 30121, first through hole;

[0084] 3021, Reinforcing frame; 30211, Second through hole; 3022, Reinforcing rib assembly;

[0085] 30221. Transverse main stiffener; 30222. Longitudinal main stiffener; 30223. Intermediate stiffener; 30224. Transverse secondary stiffener; 30225. Longitudinal secondary stiffener; 30226. Third diagonal stiffener; 30227. Fourth diagonal stiffener; 30228. Corner stiffener; 302281. Corner stiffener plate; 302282. Corner stiffener. Detailed Implementation

[0086] The technical solutions of the exemplary embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. The exemplary embodiments described herein are for illustrative purposes only and are not intended to limit the scope of protection of this utility model. Therefore, it should be understood that various modifications and changes can be made to the exemplary embodiments without departing from the scope of protection of this utility model.

[0087] In the description of this utility model, unless otherwise expressly specified and limited, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance; the term "multiple" refers to two or more; and the term "and / or" includes any and all combinations of one or more of the associated listed items. In particular, references to "the / described" object or "an" object are also intended to indicate one of a possible plurality of such objects.

[0088] Unless otherwise specified or stated, the terms "connection," "fixed," etc., should be interpreted broadly. For example, "connection" can be a fixed connection, a detachable connection, an integral connection, an electrical connection, or a signal connection; "connection" can be a direct connection or an indirect connection through an intermediate medium. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0089] Furthermore, in the description of this utility model, it should be understood that the directional terms such as "upper," "lower," "inner," and "outer" described in the exemplary embodiments of this utility model are used to describe the angles shown in the accompanying drawings and should not be construed as limiting the exemplary embodiments of this utility model. It should also be understood that, in the context, when an element or feature is mentioned as being "upper," "lower," "inner," or "outer" of another element (one or more), it can be directly connected to the other element (one or more) "upper," "lower," "inner," or "outer," or it can be indirectly connected to the other element (one or more) "upper," "lower," "inner," or "outer" through an intermediate element.

[0090] Exemplary embodiments will now be described more fully with reference to the accompanying drawings. However, these exemplary embodiments can be implemented in many forms and should not be construed as limited to the embodiments set forth herein; rather, these embodiments are provided so that the present invention will be thorough and complete, and will fully convey the concept of the exemplary embodiments to those skilled in the art. The same reference numerals in the drawings denote the same or similar structures, and therefore their detailed description will be omitted.

[0091] This embodiment provides a building template 100, such as Figures 1-2 As shown, the building formwork 100 includes a supporting structure 1 and a reinforcing structure 2. The supporting structure 1 can be referred to as an insert, and it has a certain rigidity, serving as structural support. The reinforcing structure 2 serves to increase the structural strength and rigidity.

[0092] For example, the support structure 1 can be integrally formed by molding, the reinforcing structure 2 can be integrally formed by injection molding, and the reinforcing structure 2 and the support structure 1 can be integrally formed by injection molding.

[0093] It is understandable that in the manufacturing process of the building formwork 100, the reinforcing structure 2 and the supporting structure 1 are formed using different processes and materials. For example, the supporting structure 1 is made of continuous fiber reinforced composite material, while the reinforcing structure 2 is made of discontinuous fiber reinforced composite material.

[0094] Specifically, the reinforcing structure 2 is composed of a discontinuous fiber-reinforced polyamide composite material, and the supporting structure 1 is composed of a continuous fiber-reinforced polyamide composite board. Specifically, the continuous fiber-reinforced polyamide composite board can be hot-pressed from continuous fiber-reinforced polyamide prepreg, wherein the continuous fiber-reinforced polyamide prepreg is selected from one or more combinations of continuous fiber-reinforced polyamide unidirectional prepreg tape, polyamide film, and continuous fiber fabric laminate.

[0095] For example, the materials of the support structure 1 and the reinforcing structure 2 include, but are not limited to, the following exemplary combinations: 1) polyamide (PA) / glass fiber (GF); 2) polyamide (PA) / carbon fiber (CF). This embodiment can configure the materials required for the support structure 1 and the reinforcing structure 2 according to the applicable working conditions and environment, as long as the strength, stiffness, and lightweight design requirements are met, they are all within the scope of protection of this embodiment.

[0096] It should be noted that, due to the different materials of the supporting structure 1 and the reinforcing structure 2, the reliability of the building formwork 100 can be ensured by embedding, thereby increasing the overall or local structural strength. The processing techniques of the reinforcing structure 2 and the supporting structure 1 are common technical methods for building panels, and will not be described in detail here.

[0097] Specifically, such as Figures 2-3As shown, the support structure 1 includes a base plate 11 and a support frame 12, with the support frame 12 disposed on the base plate 11 along the circumferential direction of the base plate 11.

[0098] For example, the support frame 12 can be bent upward or downward at a certain angle along the edge of the base plate 11. The base plate 11 and the support frame 12 are integrally formed by a molding process, saving the part assembly step and reducing production costs.

[0099] For example, the base plate 11 can be a rectangular plate, and the support frame 12 can be a rectangular frame, so that the support structure 1 as a whole can be a cuboid box structure with an opening on one side. Specifically, the support frame 12 is vertically arranged on the base plate 11, and the sides of the base plate 11 and the support frame 12 are flat, which facilitates the splicing and disassembly of the building formwork 100. A receiving cavity is formed between the base plate 11 and the support frame 12 to reduce the overall weight and meet the requirements of lightweighting. The receiving cavity is used to accommodate at least part of the reinforcing structure 2 to increase the mechanical properties of the entire building formwork 100.

[0100] The base plate 11 has at least one reference plane, which is parallel to the horizontal plane. The length direction and the width direction of the base plate 11 are two mutually perpendicular directions within the reference plane. The thickness direction of the base plate 11 is not within the reference plane, but is perpendicular to the reference plane. That is, the length direction, the width direction, and the thickness direction of the base plate 11 are mutually perpendicular. The length direction of the base plate 11 is identified by D1, the width direction by D2, and the thickness direction by D3.

[0101] Specifically, such as Figure 2 and Figure 4 As shown, the reinforcing structure 2 includes a reinforcing rib assembly 22, which is located inside and connected to the support frame 12, and is disposed on the base plate 11.

[0102] For example, the reinforcing rib assembly 22 is connected to the inner wall of the support frame 12. The reinforcing rib assembly 22 is disposed on the base plate 11 and accommodated in the cavity formed between the base plate 11 and the support frame 12. The reinforcing rib assembly 22 is used to provide strong internal support for the base plate 11. Specifically, along the thickness direction of the base plate 11, the height of the reinforcing rib assembly 22 is less than or equal to the height of the support frame 12. The reinforcing rib assembly 22 is hidden inside the support frame 12 or flush with the support frame 12, which ensures both aesthetic appearance and dimensional consistency, facilitating subsequent assembly of the building formwork 100.

[0103] Furthermore, such as Figure 2 and Figure 4 As shown, the reinforcing structure 2 also includes a reinforcing frame 21, which is at least partially disposed outside the support frame 12.

[0104] For example, the reinforcing frame 21 may be a rectangular frame structure, and the structure of the reinforcing frame 21 matches the structure of the supporting frame 12, further strengthening the structural strength of the supporting frame 12. Specifically, along the thickness direction of the base plate 11, the height of the supporting frame 12 is less than the height of the reinforcing frame 21, that is, the supporting frame 12 extends to the top surface of the reinforcing frame 21, so that the reinforcing frame 21 covers the outside of the supporting frame 12, improving the structural strength of the supporting frame 12. Specifically, along the width direction of the base plate 11, the width of the reinforcing frame 21 is less than or equal to the width of the supporting frame 12, that is, the reinforcing frame 21 can fully or partially enclose the top surface of the supporting frame 12. For example, the width of the reinforcing frame 21 is approximately 3mm to 6mm, and the width of the supporting frame 12 is approximately 1mm to 4mm.

[0105] Among them, such as Figure 2 and Figure 4 As shown, the reinforcing rib assembly 22 includes a transverse reinforcing rib 221 and a longitudinal reinforcing rib 222 arranged at an angle.

[0106] For example, the included angle between the transverse stiffener 221 and the longitudinal stiffener 222 can be 30°, 60°, 90°, 120°, etc. For instance, the transverse stiffener 221 extends along the length direction of the base plate 11, and the longitudinal stiffener 222 extends along the width direction of the base plate 11. The included angle between the transverse stiffener 221 and the longitudinal stiffener 222 is 90°, that is, the transverse stiffener 221 and the longitudinal stiffener 2221 are arranged in a cross shape.

[0107] For example, the transverse stiffener 221 and the longitudinal stiffener 222 can be strip stiffeners or column stiffeners, or a combination of both. In this embodiment, strip stiffeners can be selected.

[0108] Specifically, such as Figure 2 and Figure 4 As shown, the building formwork 100 also includes an installation structure 3, which can be a cylindrical structure. The installation structure 3 is set on the base plate 11 and connected to the reinforcing rib assembly 22. Two adjacent building formworks 100 can be tied together by the installation structure 3 to resist the huge lateral pressure generated by the concrete.

[0109] For example, at least two of the reinforcing frame 21, the reinforcing rib assembly 22, and the mounting structure 3 are integrally molded structures. For instance, the reinforcing frame 21, the reinforcing rib assembly 22, and the mounting structure 3 are integrally molded by injection molding, which saves the part assembly step and reduces production costs.

[0110] When two adjacent formwork panels 100 are connected and fixed together by the installation structure 3, they need to withstand a large lateral pressure from the concrete, and the area near the installation structure 3 needs to meet a certain structural strength. Therefore, in this embodiment, the formwork panel 100 has the installation structure 3 located at the intersection of the transverse stiffener 221 and the longitudinal stiffener 222, and the installation structure 3 is connected to the transverse stiffener 221 and the longitudinal stiffener 222 respectively.

[0111] The building formwork 100 provided in this embodiment has an installation structure 3 located in the area where the transverse stiffeners 221 and the longitudinal stiffeners 222 intersect and connected to the transverse stiffeners 221 and the longitudinal stiffeners 222 respectively. This increases the structural stiffness and load-bearing capacity of the installation structure 3 along the length and width of the base plate 11. It can restrain the local deformation of the building formwork 100 and prevent outward deformation, bulging, or even bursting under lateral pressure. At the same time, it can prevent tearing of the supporting structure, yielding or instability of the stiffeners, etc., and can significantly improve the strength, stiffness, stability and durability of the building formwork 100.

[0112] While a greater height of the reinforcing ribs results in better structural strength, a larger reinforcing rib height increases the weight of the formwork 100, which is detrimental to the requirement of lightweight construction. Therefore, in this embodiment, the formwork 100 has different heights for the transverse reinforcing ribs 221 and the longitudinal reinforcing ribs 222 along the thickness direction of the base plate 11.

[0113] For example, the height of the transverse stiffener 221 may be greater than the height of the longitudinal stiffener 222, or the height of the transverse stiffener 221 may be less than the height of the longitudinal stiffener 222.

[0114] In this manner, the shorter ribs in the transverse stiffeners 221 and longitudinal stiffeners 222 effectively reduce the local height, resulting in a lighter weight and meeting the requirements for lightweight construction. Furthermore, the shorter ribs reduce material costs, simplify mold processing, and improve processing convenience and filling effect. Simultaneously, the taller ribs in the transverse stiffeners 221 and longitudinal stiffeners 222 ensure the structural strength surrounding the installation structure 3. Using this method, the building formwork 100 can simultaneously achieve high structural strength, stiffness, and stability, while also meeting the requirements for low production costs and lightweight construction.

[0115] In one embodiment, such as Figures 4-5 As shown, the number of transverse reinforcing ribs 221 can be one, and one transverse reinforcing rib 221 is symmetrically arranged with respect to the first central axis (the first central axis is identified by S1); wherein, the first central axis S1 is the central axis of the base plate 11, that is, the base plate 11 is symmetrical with respect to the first central axis S1, and the first central axis S1 and the length direction of the base plate 11 are parallel.

[0116] In this way, a transverse stiffener 221 is located in the middle area of ​​the base plate 11. While reducing the number of transverse stiffeners 221 used, the strength of the middle position of the building formwork 100 is improved. While ensuring the overall rigidity and stability of the building formwork 100, the structural rigidity and load-bearing capacity of the middle position are improved.

[0117] In another embodiment, there are multiple transverse reinforcing ribs 221, which are located on both sides of the first central axis S1.

[0118] In one embodiment, such as Figure 4 and Figure 5 As shown, the longitudinal stiffener 222 includes a longitudinal main stiffener 2221, which is connected to the mounting structure 3. The height of the longitudinal main stiffener 2221 is greater than that of the transverse stiffener 221 along the thickness direction of the base plate 11.

[0119] Among them, the transverse reinforcing rib 221 has a relatively low height. Specifically, it can also be called a transverse secondary reinforcing rib. Since the transverse reinforcing rib 221 extends along the length of the base plate 11, it has a relatively long length. Therefore, reducing its height will not significantly affect its structural strength. Furthermore, this material reduction method also saves on material and manufacturing costs. As the longitudinal main reinforcing rib 2221 extends along the width of the base plate 11, its length is relatively short. Increasing its height accordingly strengthens the longitudinal main reinforcing rib 2221.

[0120] Therefore, the transverse stiffener 221 is characterized by its long length and low height, while the longitudinal main stiffener 2221 is characterized by its short length and high height. By adopting a combined design of longitudinal main stiffener 2221 and transverse stiffener 221, structural optimization can be achieved, which can simultaneously meet the requirements of structural strength, stiffness, stability and lightweight.

[0121] It is understood that both the transverse reinforcing ribs 221 and the longitudinal main reinforcing ribs 2221 are connected to the mounting structure 3, thereby achieving a uniform distribution of the transverse reinforcing ribs 221 and the longitudinal main reinforcing ribs 2221. For example, each longitudinal main reinforcing rib 2221 is divided into two sub-longitudinal main reinforcing ribs by the mounting structure 3, and the two sub-longitudinal main reinforcing ribs are respectively disposed on both sides of the mounting structure 3 along the width direction of the base plate 11; the transverse reinforcing ribs 221 are divided into two sub-transverse reinforcing ribs by the mounting structure 3, and the two sub-transverse reinforcing ribs are respectively disposed on both sides of the mounting structure 3 along the length direction of the base plate 11.

[0122] This structural design allows each segment of transverse stiffeners and each segment of longitudinal main stiffeners to independently bear and transmit forces, resulting in a more uniform deformation and stress distribution in the formwork 100. This reduces the risk of excessive local stress and effectively lowers the risk of damage due to excessive deformation or stress concentration, thereby improving the overall stability and service life of the formwork 100. Simultaneously, the uniform distribution of stiffeners ensures that the formwork 100 can stably and safely withstand loads during use. Even if local damage occurs, it will not lead to structural failure, increasing the reliability of the formwork 100.

[0123] In one embodiment, such as Figure 4 and Figure 5 As shown, the longitudinal stiffener 222 also includes longitudinal secondary stiffeners 2222. The longitudinal secondary stiffeners 2222 are arranged parallel to and spaced apart from the longitudinal main stiffeners 2221. The longitudinal secondary stiffeners 2222 and the longitudinal main stiffeners 2221 are arranged along the length of the base plate 11 to ensure the uniformity of the arrangement of each longitudinal stiffener 222 and improve the structural strength of the formwork 100 along the length of the base plate 11. The longitudinal secondary stiffeners 2222 are connected to the transverse stiffeners 221, that is, the longitudinal secondary stiffeners 2222 and the transverse stiffeners 221 are arranged crosswise, providing strong internal support for the supporting structure 1, reducing the risk of local deformation under concrete load, effectively preventing excessive bending, yielding, local buckling and failure of the formwork under the action of concrete lateral pressure, and improving the stability and durability of the overall structure.

[0124] Along the thickness direction of the base plate 11, the height of the longitudinal secondary stiffener 2222 is less than or equal to the height of the longitudinal main stiffener 2221. For example, the height of the longitudinal main stiffener 2221 is 50mm to 80mm, and the height of the longitudinal secondary stiffener 2222 is 15mm to 35mm.

[0125] Specifically, the height of the longitudinal secondary stiffener 2222 is lower than the height of the longitudinal main stiffener 2221, or the two are at the same height. Compared with the longitudinal main stiffener 2221, the longitudinal secondary stiffener 2222 is lower in height, which is equivalent to reducing the local height of the longitudinal stiffener 222, thereby reducing material costs and achieving a lighter weight. In addition, the lower height of the longitudinal secondary stiffener 2222 reduces the difficulty of mold processing and improves processing convenience and filling effect.

[0126] In this configuration, along the length of the base plate 11, the width of the longitudinal secondary stiffener 2222 is less than or equal to the width of the longitudinal main stiffener 2221. This arrangement results in a relatively small width for the longitudinal secondary stiffener 2222, saving on raw material costs and meeting the requirements for lightweight design.

[0127] In one embodiment, such as Figure 4 and Figure 5 As shown, there are multiple mounting structures 3, which are arranged along the length of the base plate 11. The arrangement of multiple mounting structures 3 makes full use of the large length space, which is beneficial for spatial layout.

[0128] Accordingly, there are multiple longitudinal main stiffeners 2221, and multiple mounting structures 3 are connected to multiple longitudinal main stiffeners 2221. For example, the multiple longitudinal main stiffeners 2221 are located on both sides of the second central axis (the second central axis is identified by S2), wherein the second central axis S2 is the central axis of the base plate 11, that is, the second central axis S2 is parallel to the width direction of the base plate 11, and the base plate 11 is symmetrical with respect to the second central axis S2. The second central axis S2 is perpendicular to the first central axis S1.

[0129] With this configuration, each installation structure 3 can achieve structural reinforcement through the cross-arranged transverse reinforcing ribs 221 and longitudinal main reinforcing ribs 2221.

[0130] Accordingly, there are multiple longitudinal secondary stiffeners 2222, with at least one longitudinal secondary stiffener 2222 located between two adjacent longitudinal main stiffeners 2221. The longitudinal secondary stiffener 2222 can strengthen the structural strength of the intermediate region between two adjacent longitudinal main stiffeners 2221.

[0131] In this manner, a cross structure is formed between the longitudinal main stiffeners 2221 and the support frame 12, and multiple large grid structures are formed between the support frame 12 and the longitudinal main stiffeners 2221, and between two adjacent longitudinal main stiffeners 2221 and the support frame 12. The transverse stiffeners 221 and multiple longitudinal secondary stiffeners 2222 are arranged within the large grid structure, and the transverse stiffeners 221 and the longitudinal secondary stiffeners 2222 are intersected to form a small grid structure. This can simultaneously enhance the structural stiffness and load-bearing capacity of the support structure 1 in both the length and width directions of the base plate 11, and the stiffeners are evenly distributed, increasing the stiffness, strength and load distribution uniformity of the support structure 1.

[0132] In this invention, by optimizing the structure of the reinforcing rib assembly 22, the cross-sectional moment of inertia can be increased, the effective span can be reduced, and a high-efficiency structure can be formed, thereby significantly improving the stiffness and stability of the template. While the stiffness is improved, the load-bearing capacity (strength) of the template is usually also improved.

[0133] In one embodiment, such as Figure 5 As shown, the reinforcing rib assembly 22 also includes a first oblique reinforcing rib 223, and the transverse reinforcing rib 221 is connected to the mounting structure 3 or the support frame 12 through the first oblique reinforcing rib 223; wherein, along the thickness direction of the base plate 11 and away from the transverse reinforcing rib 221, the height of the first oblique reinforcing rib 223 gradually increases.

[0134] For example, the first diagonal reinforcing rib 223 is disposed between the transverse reinforcing rib 221 and the support frame 12, or the first diagonal reinforcing rib 223 is disposed between the transverse reinforcing rib 221 and the mounting structure 3. Since the mounting structure 3 and the support frame 12 are relatively high, and the transverse reinforcing rib 221 is relatively low, by adding the first diagonal reinforcing rib 223 to the end of the lower transverse reinforcing rib 221, the first diagonal reinforcing rib 223 gradually slopes and transitions to the higher mounting structure 3 and the reinforcing frame 21, which can avoid adverse phenomena such as air entrapment and incomplete filling during injection molding. At the same time, it can also improve the connection strength between the transverse reinforcing rib 221 and the reinforcing frame 21, and between the transverse reinforcing rib 221 and the mounting structure, so as to support the support frame 12 and the mounting structure and prevent the support frame 12 and the longitudinal main reinforcing rib 2221 from collapsing inward under force.

[0135] In one embodiment, such as Figure 5 As shown, the reinforcing rib assembly 22 also includes a second oblique reinforcing rib 224, and the longitudinal secondary reinforcing rib 2222 is connected to the support frame 12 through the second oblique reinforcing rib 224; wherein, along the thickness direction of the base plate 11 and away from the longitudinal secondary reinforcing rib 2222, the height of the second oblique reinforcing rib 224 gradually increases.

[0136] Since the support frame 12 is relatively high and the longitudinal secondary reinforcing rib 2222 is relatively low, by adding a second oblique reinforcing rib 224 to the end of the lower longitudinal secondary reinforcing rib 2222, and the second oblique reinforcing rib 224 gradually and smoothly connecting to the higher support frame 12, adverse phenomena such as air trapping and incomplete filling during injection molding can be avoided. At the same time, the connection strength between the longitudinal secondary reinforcing rib 2222 and the support frame 12 can be improved to support the support frame 12 and prevent the support frame 12 from collapsing inward under force.

[0137] It is understandable that using diagonal reinforcing ribs at the connection between the transverse reinforcing rib 221 and the installation structure 3 or the support frame 12, or at the connection between the longitudinal secondary reinforcing rib 2222 and the support frame 12, can avoid stress concentration, facilitate demolding, and thus increase the reliability of the building formwork 100.

[0138] like Figures 5-8 As shown, the reinforcing rib assembly 22 also includes corner reinforcing components 225, which are disposed at at least one apex corner of the support frame 12 to increase the structural strength of the support frame 12 at the four corners, improve the structural strength and impact resistance of the corners of the building formwork 100, and reduce the damage to the corners of the building formwork during repeated drops.

[0139] Specifically, such as Figures 6-8As shown, the corner reinforcement component 225 includes a corner reinforcement plate 2251 and a corner reinforcement rib 2252. The corner reinforcement plate 2251 is connected to two adjacent side walls of the support frame 12. The corner reinforcement rib 2252 is arranged intersectingly with the corner reinforcement plate 2251. One end of the corner reinforcement rib 2252 is connected to the top corner of the support frame 12, and the other end of the corner reinforcement rib 2252 is connected to at least one of the longitudinal main reinforcement rib 2221, the transverse reinforcement rib 221, and the mounting structure 3 that is closest to the corner reinforcement plate 2251 along the length direction of the base plate 11.

[0140] With this configuration, corner reinforcing ribs 2252 and corner reinforcing plates 2251 are intersected in the top corner area of ​​the support frame 12, improving the structural strength of the corner area. Furthermore, the corner reinforcing ribs 2252 extend to the intersection between the longitudinal main reinforcing ribs 2221 and the transverse reinforcing ribs 221, ensuring good connection stability. This structural improvement enhances the structural strength of the corner reinforcing component 225, providing drop resistance, facilitating repeated use, and saving production and maintenance costs.

[0141] In one embodiment, such as Figures 6-8 As shown, along the length of the base plate 11, at least one side of the transverse reinforcing rib 221 is provided with a first boss 226, and the first boss 226 is connected to the support frame 12.

[0142] By providing a first boss 226 on the contact surface between the transverse reinforcing rib 221 and the support frame 12, the first boss 226 increases the width of the transverse reinforcing rib 221, thereby increasing the contact area between the transverse reinforcing rib 221 and the support frame 12, reducing the risk of the transverse reinforcing rib 221 falling off, and improving the connection reliability between the transverse reinforcing rib 221 and the support frame 12.

[0143] In one embodiment, such as Figures 6-8 As shown, along the width direction of the base plate 11, at least one side of the transverse reinforcing rib 221 is provided with a second boss 227, and the second boss 227 is connected to the base plate 11.

[0144] By providing a second boss 227 on the contact surface between the transverse reinforcing rib 221 and the base plate 11, the second boss 227 increases the width of the transverse reinforcing rib 221, thereby increasing the contact area between the transverse reinforcing rib 221 and the base plate 11, reducing the risk of the transverse reinforcing rib 221 falling off, and improving the connection reliability between the transverse reinforcing rib 221 and the base plate 11.

[0145] In one embodiment, such as Figures 6-8 As shown, along the width direction of the base plate 11, at least one side of the longitudinal reinforcing rib 222 is provided with a third boss 228, and the third boss 228 is connected to the support frame 12.

[0146] Specifically, a third boss 228 is provided on the contact surface between the longitudinal main stiffener 2221 and the support frame 12, and on the contact surface between the longitudinal secondary stiffener 2222 and the support frame 12. The third boss 228 increases the width of the longitudinal stiffener 222, thereby increasing the contact area between the longitudinal stiffener 222 and the support frame 12, reducing the risk of the longitudinal stiffener 222 falling off, and improving the connection reliability between the longitudinal stiffener 222 and the support frame 12.

[0147] In one embodiment, such as Figures 6-8 As shown, along the length of the base plate 11, at least one side of the longitudinal reinforcing rib 222 is provided with a fourth boss 229, which is connected to the base plate 11.

[0148] Specifically, a fourth boss 229 is provided on the contact surface between the longitudinal main stiffener 2221 and the base plate 11, and on the contact surface between the longitudinal secondary stiffener 2222 and the base plate 11. The fourth boss 229 increases the width of the longitudinal stiffener 222, thereby increasing the contact area between the longitudinal stiffener 222 and the base plate 11, reducing the risk of the longitudinal stiffener 222 falling off, and improving the connection reliability between the longitudinal stiffener 222 and the base plate 11.

[0149] In one embodiment, at least one side of the corner reinforcement member 225 is provided with a fifth boss 230 in a direction perpendicular to the extending direction of the corner reinforcement member 225, and the fifth boss 230 is connected to the base plate 11.

[0150] By providing a fifth boss 230 on the contact surface between the corner reinforcement member 225 and the base plate 11, the fifth boss 230 can increase the width of the corner reinforcement member 225, thereby increasing the contact area between the corner reinforcement member 225 and the base plate 11, reducing the risk of the corner reinforcement member 225 falling off, and improving the connection reliability between the corner reinforcement member 225 and the base plate 11.

[0151] like Figures 2-3 and Figure 9 As shown, the base plate 11 is provided with a bottom hole 111, and the mounting structure 3 is provided with a first extension 31 on the side facing the base plate 11. The first extension 31 passes through the bottom hole 111 and is provided with a mounting through hole 30.

[0152] For example, the mounting structure 3 and the first extension 31 can be integrally formed. The first extension 31 extends from the mounting structure 3 into the bottom hole 111 and is embedded in the inner wall of the bottom hole 111. The first extension 31 serves to strengthen the internal structural strength of the bottom hole 111. It can be understood that the first extension 31 also has a flange on the side of the base plate 11 away from the reinforcing rib assembly 22. The flange fits against the outer wall of the base plate 11, which increases the connection stability between the mounting structure 3 and the base plate 11, and further improves the structural strength of the bottom hole 111 near the opening.

[0153] For example, the first extension 31 is provided with a mounting through hole 30, which extends from the end face of the mounting structure 3 away from the base plate 11 to the bottom outer wall of the base plate 11. That is, the mounting structure 3 is a hollow structure, and the mounting through hole 30 is used to pass through the mounting component. The mounting through hole 30 can be a through hole, a threaded hole, etc., and the mounting component can be a mounting pin, a bolt, a bolt rod, etc. The mounting component passes through the mounting through hole 30 and the bottom hole 111 of two adjacent building templates 100 to tie and fix the adjacent building templates 100 together. Alternatively, when multiple building templates 100 are stacked in sequence, the mounting component passes through the mounting through hole 30 and the bottom hole 111 of multiple building templates 100 to fix the multiple building templates 100, which facilitates the storage and transportation of the multiple building templates 100.

[0154] In another embodiment, the base plate 11 is provided with a bottom hole 111, and the mounting structure 3 is provided with a mounting through hole 30. The mounting through hole 30 and the bottom hole 111 are connected, so that the mounting component passes through the mounting through hole 30 and the bottom hole 111. The mounting structure 3 and the base plate 11 are externally embedded, and the mounting through hole 30 of the mounting structure 3 and the bottom hole 111 of the base plate 11 are directly connected, saving production costs.

[0155] like Figure 2 , Figure 3 and Figure 10 As shown, the support frame 12 is provided with a first through hole 121, and the reinforcing frame 21 is provided with a second extension 211 on the side facing the support frame 12. The second extension 211 passes through the first through hole 121 and is provided with a second through hole 210.

[0156] Exemplarily, the reinforcing frame 21 and the second extension 211 may be integrally formed, with the second extension 211 extending from the reinforcing frame 21 into the first through hole 121. This embedded method allows the second extension 211 to wrap around the inner wall of the first through hole 121, thereby strengthening the internal structural strength of the first through hole 121. It is understood that the side of the second extension 211 facing the reinforcing rib assembly 22 may also have a flange, which fits against the inner wall of the support frame 12, increasing the connection stability between the reinforcing frame 21 and the support frame 12 while further improving the structural strength of the first through hole 121 near the opening.

[0157] For example, such as Figure 2 and Figure 10 As shown, the second extension 211 is provided with a second through hole 210, which extends from the outer wall of the reinforcing frame 21 to the inner wall of the supporting frame 12. That is, the second through hole 210 passes through the reinforcing frame 21 and the supporting frame 12. The second through hole 210 is used to pass through a connector. The second through hole 210 can be a through hole, a threaded hole, etc., and the connector can be a mounting pin, a bolt, etc. The connector passes through the second through hole 210 and the first through hole 121 of two adjacent building templates 100, realizing the splicing and assembly of multiple building templates 100.

[0158] In another embodiment, the support frame 12 is provided with a first through hole 121, and the reinforcing frame 21 is provided with a second through hole 210. The first through hole 121 and the second through hole 210 are connected. The connector passes through the first through hole 121 and the second through hole 210. The reinforcing frame 21 and the support frame 12 are externally embedded, so that the first through hole 121 and the second through hole 210 are directly connected, saving production costs.

[0159] It should be noted that the building template 100 provided in this embodiment includes, but is not limited to, the above structure in terms of overall appearance. It can be customized according to the needs of the building. For example, the building template 100 can be a structure with a curved bottom surface, which can also fall within the protection scope covered by this utility model.

[0160] This embodiment also provides a composite module, which includes a connecting component and multiple building templates. Two adjacent building templates are connected by the connecting component, and at least one of the above-mentioned building templates 100 is included among the multiple building templates.

[0161] The composite module provided in this embodiment uses connecting components to splice multiple building templates, which can meet the needs of different sizes and application scenarios, and has strong applicability.

[0162] In one embodiment, such as Figure 11As shown, when multiple building templates 100 are included, adjacent building templates 100 are connected by connecting components 200; the multiple building templates 100 are arranged along the length direction and / or the width direction of the base plate 11. Specifically, the multiple building templates 100 are arranged along the length direction or the width direction of the base plate 11, and the multiple building templates 100 are spliced ​​sequentially to form a straight structure; the multiple building templates 100 are arranged simultaneously along the length direction and the width direction of the base plate 11, that is, the multiple building templates 100 are arranged in a rectangular array.

[0163] For example, the length of the formwork 100 along the length direction of the base plate 11 is approximately 500mm to 2000mm, the width of the formwork 100 along the width direction of the base plate 11 is 300mm to 500mm, and the height of the formwork 100 along the thickness direction of the base plate 11 is 50mm to 80mm. The dimensions of two adjacent formwork 100s can be the same or different.

[0164] Specifically, such as Figure 12 As shown, the connecting assembly 200 includes a first connector 201 and a locking member 202. The first connector 201 may be a pin. The first connector 201 passes through the support frame 12 or reinforcing frame 21 of two adjacent building templates 100 and the support frame 12. Exemplarily, the first connector 201 passes through the first through hole 121 or the first through hole 121 and the second through hole 210 of two adjacent building templates 100, thereby realizing the assembly between two adjacent building templates 100.

[0165] Specifically, the connecting assembly 200 further includes a locking member 202, wherein the locking member 202 may be a pin, and the locking member 202 passes through the first connecting member 201. If the first connecting member 201 moves, the locking member 202 can abut against the inner wall of the support frame 12 in the building formwork 100. The locking member 202 is used to limit the position of the first connecting member 201, preventing the first connecting member 201 from coming off the building formwork 100, and ensuring the connection stability between two adjacent building formworks 100.

[0166] In one embodiment, such as Figure 13 As shown, when at least one second building template 300 is included, the building template 100 and the second building template 300 are arranged vertically and connected by the connecting component 200 to form an L-shaped structure.

[0167] Specifically, the second building formwork 300 includes a supporting structure 301 and a reinforcing structure 302. The supporting structure 301 can be referred to as an insert, and it has a certain rigidity, serving as a structural support. The reinforcing structure 302 serves to increase the structural strength.

[0168] Specifically, the support structure 301 includes a base plate 3011 and a support frame 3012, with the support frame 3012 disposed on the base plate 3011 along the circumferential direction of the base plate 3011.

[0169] The reinforcing structure 302 includes a reinforcing rib assembly 3022, which is located inside and connected to the support frame 3012, and is disposed on the base plate 3011.

[0170] Furthermore, the reinforcing structure 302 also includes a reinforcing frame 3021, which is at least partially disposed outside the support frame 3012.

[0171] The reinforcing rib assembly 3022 includes a transverse main reinforcing rib 30221 and a longitudinal main reinforcing rib 30222 arranged at an angle. The transverse main reinforcing rib 30221 extends along the length direction of the base plate 3011, and the longitudinal main reinforcing rib 30222 extends along the width direction of the base plate 3011. The included angle between the transverse main reinforcing rib 30221 and the longitudinal main reinforcing rib 30222 is 90°, that is, the transverse main reinforcing rib 30221 and the longitudinal main reinforcing rib 30222 are arranged in a cross shape.

[0172] For example, there are multiple transverse main stiffeners 30221, which are arranged in parallel and spaced apart to increase the structural strength of the support structure 301 along the length direction of the base plate 3011. There are also multiple longitudinal main stiffeners 30222, which are arranged in parallel and spaced apart to increase the structural strength of the support structure 301 along the width direction of the base plate 3011.

[0173] The second building formwork 300 also includes an installation structure 303, which may be a cylindrical structure. The installation structure 303 is disposed on the base plate 3011 and connected to the reinforcing rib assembly 3022.

[0174] Specifically, the mounting structure 303 is sandwiched between two adjacent transverse main reinforcing ribs 30221, enhancing the structural strength of the mounting structure 303 along the length of the base plate 3011. The mounting structure 303 is correspondingly arranged with the longitudinal main reinforcing ribs 30222, so that the mounting structure 303 is located in the area where the transverse main reinforcing ribs 30221 and the longitudinal main reinforcing ribs 30222 intersect, increasing the structural strength of the mounting structure 303 along the width of the base plate 3011.

[0175] Multiple transverse main reinforcing ribs 30221 are located on both sides of the first central axis. The first central axis is the central axis of the base plate 3011, meaning it is parallel to the length direction of the base plate 3011, and the base plate 3011 has a symmetrical structure relative to the first central axis. For example, there are two transverse main reinforcing ribs 30221, symmetrically arranged on both sides of the first central axis, with a relatively small distance between the two ribs and the first central axis; that is, the two ribs are approximately located in the middle region of the base plate 3011.

[0176] Specifically, there are multiple mounting structures 303, which are arranged along the length of the base plate 3011. Correspondingly, there are multiple longitudinal main stiffeners 30222, with the multiple mounting structures 303 and the multiple longitudinal main stiffeners 30222 being provided in a corresponding manner.

[0177] The reinforcing rib assembly 3022 also includes an intermediate reinforcing rib 30223, which is disposed between two adjacent transverse main reinforcing ribs 30221 and corresponds to the longitudinal secondary reinforcing rib 30225. Further, a third oblique reinforcing rib 30226 connected to the longitudinal secondary reinforcing rib 30225 is correspondingly disposed therebetween. The intermediate reinforcing rib 30223 is located between two adjacent mounting structures 303. Along the thickness direction of the base plate 3011, the height of the intermediate reinforcing rib 30223 is less than or equal to the height of the transverse main reinforcing ribs 30221.

[0178] The support frame 3012 is provided with a first through hole 30121, and the reinforcing frame 3021 is provided with a second through hole 30211. The first through hole 30121 and the second through hole 30211 are connected, and the connector passes through the first through hole 30121 and the second through hole 30211.

[0179] The reinforcing rib assembly 3022 also includes a transverse secondary reinforcing rib 30224, which is parallel to and spaced apart from the transverse main reinforcing rib 30221 and connected to the longitudinal main reinforcing rib 30222. The transverse secondary reinforcing rib 30224 and the transverse main reinforcing rib 30221 are arranged along the width direction of the base plate 3011.

[0180] Along the thickness direction of the base plate 3011, the height of the transverse secondary stiffener 30224 is less than or equal to the height of the transverse main stiffener 30221. Along the width direction of the base plate 3011, the width of the transverse secondary stiffener 30224 is less than or equal to the width of the transverse main stiffener 30221.

[0181] There are multiple transverse secondary reinforcing ribs 30224, which are located on both sides of the first central axis; among them, the distance between the transverse main reinforcing rib 30221 and the first central axis is less than the distance between the transverse secondary reinforcing ribs 30224 and the first central axis.

[0182] The reinforcing rib assembly 3022 includes a longitudinal secondary reinforcing rib 30225, which is arranged parallel to and spaced apart from the longitudinal main reinforcing rib 30222. The longitudinal secondary reinforcing rib 30225 and the longitudinal main reinforcing rib 30222 are arranged along the length of the base plate 3011. The longitudinal secondary reinforcing rib 30225 is connected to the transverse main reinforcing rib 30221 and the transverse secondary reinforcing rib 30224.

[0183] Along the thickness direction of the base plate 3011, the height of the longitudinal secondary stiffener 30225 is less than or equal to the height of the longitudinal main stiffener 30222. Along the length direction of the base plate 3011, the width of the longitudinal secondary stiffener 30225 is less than or equal to the width of the longitudinal main stiffener 30222.

[0184] In one embodiment, there are multiple longitudinal main stiffeners 30222, and at least one longitudinal secondary stiffener 30225 is located between two adjacent longitudinal main stiffeners 30222.

[0185] Specifically, two transverse main reinforcing ribs 30221 and multiple longitudinal main reinforcing ribs 30222 are arranged in an intersecting manner, forming multiple large grid structures between the transverse main reinforcing ribs 30221 and the longitudinal main reinforcing ribs 30222. Multiple transverse secondary reinforcing ribs 30224 and multiple longitudinal secondary reinforcing ribs 30225 are arranged within the large grid structures, and the transverse secondary reinforcing ribs 30224 and the longitudinal secondary reinforcing ribs 30225 are arranged in an intersecting manner to form small grid structures.

[0186] The reinforcing rib assembly 3022 also includes a third oblique reinforcing rib 30226, and the longitudinal secondary reinforcing rib 30225 is connected to the transverse main reinforcing rib 30221 or the support frame 3012 through the third oblique reinforcing rib 30226; wherein, along the thickness direction of the base plate 3011 and away from the longitudinal secondary reinforcing rib 30225, the height of the third oblique reinforcing rib 30226 gradually increases.

[0187] The reinforcing rib assembly 3022 also includes a fourth oblique reinforcing rib 30227, and the transverse secondary reinforcing rib 30224 is connected to the longitudinal main reinforcing rib 30222 or the support frame 3012 through the fourth oblique reinforcing rib 30227; wherein, along the thickness direction of the base plate 3011 and away from the transverse secondary reinforcing rib 30224, the height of the fourth oblique reinforcing rib 30227 gradually increases.

[0188] The reinforcing rib assembly 3022 also includes a corner reinforcing member 30228, which is disposed at at least one apex corner of the support frame 3012 to increase the structural strength of the support frame 3012 at the four corner positions.

[0189] Specifically, the corner reinforcement component 30228 includes a corner reinforcement plate 302281 and a corner reinforcement rib 302282. The corner reinforcement plate 302281 is connected to two adjacent side walls of the support frame 3012. The corner reinforcement rib 302282 is arranged intersecting with the corner reinforcement plate 302281. One end of the corner reinforcement rib 302282 is connected to the top corner of the support frame 3012, and the other end of the corner reinforcement rib 302282 is connected to at least one of the longitudinal main reinforcement rib 30222, the transverse secondary reinforcement rib 30224, and the connection position between the longitudinal main reinforcement rib 30222 and the transverse secondary reinforcement rib 30224.

[0190] Bosses (not shown in the figure) can be provided on the contact surfaces between the transverse reinforcing ribs and the support frame 3012, the contact surfaces between the transverse reinforcing ribs and the base plate 3011, the contact surfaces between the longitudinal reinforcing ribs and the support frame 3012, the contact surfaces between the longitudinal reinforcing ribs and the base plate 3011, the contact surfaces between the corner reinforcing member 30228 and the base plate 3011, and the contact surfaces between the intermediate reinforcing rib 30223 and the base plate 3011. These bosses are used to increase the contact area between the reinforcing rib assembly 3022 and the base plate 3011 or the support frame 3012, reduce the risk of the reinforcing rib assembly 3022 falling off, and improve the reliability of the connection between them.

[0191] The base plate 3011 is provided with a bottom hole (not shown in the figure), and the mounting structure 303 is provided with a mounting through hole (not shown in the figure). The mounting through hole and the bottom hole are connected, so that the mounting component passes through the mounting through hole and the bottom hole.

[0192] In another embodiment, based on the two L-shaped building templates, they can also be spliced ​​with other building templates along the length and / or width of the base plate 3011 to form an overall regular or irregular structure, thereby improving the applicability of the composite module and making it more versatile.

[0193] In another embodiment, the building formwork 100 and the second building formwork 300 are arranged vertically to form a T-shaped structure.

[0194] Similarly, the connecting component 200 may adopt the first connecting member and locking member as described above, and the specific connection structure is as described above, and will not be repeated here.

[0195] It should be noted that the embodiments of this utility model are merely one example of the principles employed by the present utility model, as shown in the accompanying drawings and described herein. Those skilled in the art will clearly understand that the principles of this utility model are not limited to any details or components of the apparatus shown in the accompanying drawings or described in the specification.

[0196] Other embodiments of the present invention will readily occur to those skilled in the art upon consideration of the specification and practice of the invention disclosed herein. The present invention is intended to cover any variations, uses, or adaptations of the invention that follow the general principles of the invention and include common knowledge or customary techniques in the art not disclosed herein. The specification and exemplary embodiments are to be considered as exemplary only, and the true scope and spirit of the invention are indicated by the appended claims.

[0197] It should be understood that this utility model is not limited to the precise structure described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of protection of this utility model is limited only by the appended claims.

Claims

1. A building formwork, characterized in that, include: A support structure includes a base plate and a support frame, wherein the support frame is disposed on the base plate along the circumferential direction of the base plate; The reinforcing structure includes a reinforcing rib assembly located inside and connected to the support frame, and disposed on the base plate; the reinforcing rib assembly includes transverse reinforcing ribs and longitudinal reinforcing ribs arranged at an angle. The mounting structure is located at the intersection of the transverse stiffener and the longitudinal stiffener, and the mounting structure is connected to the transverse stiffener and the longitudinal stiffener respectively. The transverse reinforcing ribs and the longitudinal reinforcing ribs have different heights along the thickness direction of the base plate.

2. The building formwork according to claim 1, characterized in that, The longitudinal stiffeners include: The longitudinal main reinforcing rib is connected to the mounting structure. The longitudinal main reinforcing rib extends along the width direction of the base plate, and the transverse reinforcing rib extends along the length direction of the base plate. Wherein, along the thickness direction of the base plate, the height of the longitudinal main stiffener is greater than that of the transverse stiffener; The thickness direction, width direction, and length direction of the base plate are all perpendicular to each other.

3. The building formwork according to claim 2, characterized in that, The longitudinal stiffeners also include: Longitudinal secondary stiffeners are arranged parallel to and spaced apart from the longitudinal main stiffeners. The longitudinal secondary stiffeners and the longitudinal main stiffeners are arranged along the length direction of the base plate. The longitudinal secondary stiffeners are connected to the transverse stiffeners. Wherein, along the thickness direction of the base plate, the height of the longitudinal secondary stiffener is less than or equal to the height of the longitudinal main stiffener; and / or, along the length direction of the base plate, the width of the longitudinal secondary stiffener is less than or equal to the width of the longitudinal main stiffener.

4. The building formwork according to claim 3, characterized in that, The number of mounting structures is multiple, the number of longitudinal main reinforcing ribs is multiple, the multiple mounting structures are arranged along the length direction of the base plate, the multiple mounting structures are correspondingly connected to the multiple longitudinal main reinforcing ribs, and at least one longitudinal secondary reinforcing rib is located between two adjacent longitudinal main reinforcing ribs.

5. The building formwork according to claim 3, characterized in that, The reinforcing rib assembly further includes a first oblique reinforcing rib, and the transverse reinforcing rib is connected to the mounting structure or the support frame through the first oblique reinforcing rib; wherein, along the thickness direction of the base plate and away from the transverse reinforcing rib, the height of the first oblique reinforcing rib gradually increases; And / or, the reinforcing rib assembly further includes a second oblique reinforcing rib, the longitudinal secondary reinforcing rib being connected to the support frame via the second oblique reinforcing rib; wherein, along the thickness direction of the base plate and away from the longitudinal secondary reinforcing rib, the height of the second oblique reinforcing rib gradually increases.

6. The building formwork according to claim 3, characterized in that, The reinforcing rib assembly further includes a corner reinforcing component, the corner reinforcing component comprising: An angle reinforcing plate, wherein the angle reinforcing plate is connected to two adjacent side walls of the support frame; An angle reinforcing rib is provided intersecting with the angle reinforcing plate. One end of the angle reinforcing rib is connected to the top corner of the support frame, and the other end of the angle reinforcing rib is connected to at least one of the longitudinal main reinforcing rib, the transverse reinforcing rib, and the mounting structure that is closest to the angle reinforcing plate along the length direction of the base plate.

7. The building formwork according to claim 6, characterized in that, Along the length of the base plate, at least one side of the transverse reinforcing rib is provided with a first boss, and the first boss is connected to the support frame; And / or, along the width direction of the base plate, at least one side of the transverse reinforcing rib is provided with a second boss, the second boss being connected to the base plate; And / or, along the width direction of the base plate, at least one side of the longitudinal stiffener is provided with a third boss, the third boss being connected to the support frame; And / or, along the length direction of the base plate, at least one side of the longitudinal stiffener is provided with a fourth protrusion, the fourth protrusion being connected to the base plate; And / or, in a direction perpendicular to the extension direction of the corner stiffener, at least one side of the corner stiffener is provided with a fifth boss, the fifth boss being connected to the base plate.

8. The building formwork according to any one of claims 1-7, characterized in that, The number of transverse reinforcing ribs is one, and the transverse reinforcing ribs are symmetrically arranged with respect to the first central axis; or, the number of transverse reinforcing ribs is multiple, and the multiple transverse reinforcing ribs are respectively located on both sides of the first central axis. Wherein, the first central axis is the central axis of the base plate, and the first central axis is parallel to the length direction of the base plate.

9. The building formwork according to any one of claims 1-7, characterized in that, The base plate is provided with a bottom hole, and the mounting structure is provided with a first extension on the side facing the base plate. The first extension passes through the bottom hole and is provided with a mounting through hole. Alternatively, the base plate may have a bottom hole, and the mounting structure may have a mounting through hole, the mounting through hole and the bottom hole being connected.

10. The building formwork according to any one of claims 1-7, characterized in that, Along the thickness direction of the base plate, the height of the reinforcing rib assembly is less than or equal to the height of the support frame; And / or, the support frame is provided with a first through hole; And / or, the supporting structure, the reinforcing structure and the mounting structure are integrally formed; And / or, the support structure is made of continuous fiber reinforced polyamide composite sheet, and the reinforcing structure and the mounting structure are made of discontinuous fiber reinforced polyamide composite material; The continuous fiber reinforced polyamide composite board is formed by hot pressing continuous fiber reinforced polyamide prepreg, wherein the continuous fiber reinforced polyamide prepreg is selected from one or more combinations of continuous fiber reinforced polyamide unidirectional prepreg tape, polyamide film and continuous fiber fabric laminate.

11. The building formwork according to claim 10, characterized in that, The reinforcing structure also includes: A reinforcing frame, which is at least partially disposed outside the supporting frame.

12. The building formwork according to claim 11, characterized in that, The reinforcing frame is provided with a second extension on the side facing the supporting frame, the second extension passes through the first through hole, and the second extension is provided with a second through hole; Alternatively, the reinforcing frame may be provided with a second through hole, and the first through hole and the second through hole may be connected.

13. A composite module, characterized in that, It includes a connecting component and a plurality of building templates, with two adjacent building templates connected by the connecting component, wherein the plurality of building templates includes at least one building template as described in any one of claims 1 to 12.

14. The composite module according to claim 13, characterized in that, When multiple building templates are included, the multiple building templates are arranged along the length direction and / or the width direction of the base plate; The connecting component includes a first connector and a locking member. The first connector passes through the support frame of two adjacent building templates, and the locking member passes through the first connector. The length direction and the width direction of the base plate are perpendicular to each other.

15. The composite module according to claim 13, characterized in that, The plurality of building templates also includes at least one second building template, the building templates and the second building templates being connected by the connecting assembly, wherein the second building template includes: A support structure includes a base plate and a support frame, wherein the support frame is disposed on the base plate along the circumferential direction of the base plate; The reinforcing structure includes a reinforcing rib assembly located inside and connected to the support frame, and disposed on the base plate; the reinforcing rib assembly includes transverse main reinforcing ribs and longitudinal main reinforcing ribs arranged at an angle, with a plurality of transverse main reinforcing ribs arranged in parallel at intervals; The mounting structure is disposed between two adjacent transverse main reinforcing ribs and is disposed corresponding to the longitudinal main reinforcing ribs.

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