Building formwork and composite modules

Abstract

This utility model provides a building template and composite module, relating to the field of building materials technology. The building template includes a supporting structure and a reinforcing structure. The supporting structure includes a base plate and a supporting frame, with the supporting frame positioned on the base plate along its circumferential direction. The reinforcing structure includes a reinforcing rib assembly located inside and connected to the supporting frame, and positioned on the base plate. The reinforcing rib assembly includes transverse main reinforcing ribs and longitudinal main reinforcing ribs arranged at an angle, with multiple transverse main reinforcing ribs arranged parallel and spaced apart. The longitudinal main reinforcing ribs are respectively positioned on the opposite sides of the two outermost transverse main reinforcing ribs among the multiple transverse main reinforcing ribs, creating an intermittent structure on the same straight line.

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 achieving 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. Utility Model Content

[0007] This utility model provides a building formwork and composite module, which enhances structural strength and rigidity through structural improvements, thereby increasing the load-bearing capacity and resistance to deformation of the building formwork.

[0008] According to a first aspect of the present invention, a building template is provided, comprising:

[0009] 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;

[0010] 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;

[0011] The longitudinal main reinforcing ribs are respectively arranged on the side of the two outermost transverse main reinforcing ribs among the plurality of transverse main reinforcing ribs, which are opposite to each other, so that the longitudinal main reinforcing ribs form an intermittent structure on the same straight line.

[0012] In some embodiments, a plurality of the transverse main reinforcing ribs are located on both sides of the first central axis, and the ratio between the distance between two transverse main reinforcing ribs adjacent to the first central axis and the width of the support frame is 1 / 12 to 1 / 6 along the width direction of the base plate.

[0013] Wherein, the first central axis is the central axis of the base plate along the width direction of the base plate, and the first central axis is parallel to the length direction of the base plate.

[0014] In some embodiments, the reinforcing rib assembly further includes:

[0015] The transverse secondary reinforcing ribs are arranged parallel to and spaced apart from the transverse main reinforcing ribs and connected to the longitudinal main reinforcing ribs. The transverse secondary reinforcing ribs and the transverse main reinforcing ribs are arranged along the width direction of the bottom plate.

[0016] Wherein, along the thickness direction of the base plate, the height of the transverse secondary reinforcing rib is less than or equal to the height of the transverse main reinforcing rib; and / or, along the width direction of the base plate, the width of the transverse secondary reinforcing rib is less than or equal to the width of the transverse main reinforcing rib.

[0017] In some embodiments, there are multiple transverse secondary reinforcing ribs, and the multiple transverse secondary reinforcing ribs are located on both sides of the first central axis;

[0018] Wherein, the distance between the transverse main reinforcing rib and the first central axis is smaller than the distance between the transverse secondary reinforcing rib and the first central axis;

[0019] Wherein, the first central axis is the central axis of the base plate along the width direction of the base plate, and the first central axis is parallel to the length direction of the base plate.

[0020] In some embodiments, the reinforcing rib assembly further includes:

[0021] 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 main stiffeners and the transverse secondary stiffeners.

[0022] 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.

[0023] In some embodiments, there are multiple longitudinal main stiffeners, and at least one longitudinal secondary stiffener is located between two adjacent longitudinal main stiffeners.

[0024] In some embodiments, the reinforcing rib assembly further includes a first oblique reinforcing rib, and the transverse secondary reinforcing rib is connected to the longitudinal main reinforcing rib or the support frame via the first oblique reinforcing rib; wherein, along the thickness direction of the base plate and away from the transverse secondary reinforcing rib, the height of the first oblique reinforcing rib gradually increases;

[0025] And / or, the reinforcing rib assembly further includes a second oblique reinforcing rib, wherein the longitudinal secondary reinforcing rib is connected to the transverse main reinforcing rib or 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.

[0026] In some embodiments, the reinforcing rib assembly further includes corner reinforcing members, the corner reinforcing members comprising:

[0027] An angle reinforcing plate, wherein the angle reinforcing plate is connected to two adjacent side walls of the support frame;

[0028] 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 secondary reinforcing rib, and the connection position between the longitudinal main reinforcing rib and the transverse secondary reinforcing rib.

[0029] In some embodiments, at least one of the transverse main reinforcing ribs and at least one of the transverse secondary reinforcing ribs is provided with a first boss along the length direction of the base plate, and the first boss is connected to the support frame.

[0030] And / or, along the width direction of the base plate, at least one of the transverse main reinforcing ribs and at least one of the transverse secondary reinforcing ribs is provided with a second boss, the second boss being connected to the base plate;

[0031] And / or, along the width direction of the base plate, at least one of the longitudinal main stiffeners and at least one of the longitudinal secondary stiffeners is provided with a third boss, the third boss being connected to the support frame;

[0032] And / or, along the length direction of the base plate, at least one of the longitudinal main stiffeners and at least one of the longitudinal secondary stiffeners is provided with a fourth protrusion, the fourth protrusion being connected to the base plate;

[0033] And / or, along 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.

[0034] In some implementations, it also includes:

[0035] The mounting structure is disposed between two adjacent transverse main reinforcing ribs and is disposed corresponding to the longitudinal main reinforcing ribs.

[0036] In some embodiments, the base plate is provided with a bottom hole, and the mounting structure is provided with a mounting through hole, the mounting through hole and the bottom hole being connected.

[0037] In some embodiments, there are multiple mounting structures arranged along the length of the base plate, and multiple longitudinal main reinforcing ribs are provided, with the multiple mounting structures and multiple longitudinal main reinforcing ribs correspondingly arranged.

[0038] In some embodiments, the reinforcing rib assembly further includes an intermediate reinforcing rib disposed between two adjacent transverse main reinforcing ribs, and the intermediate reinforcing rib is located between two adjacent mounting structures;

[0039] Wherein, along the thickness direction of the base plate, the height of the intermediate reinforcing rib is less than or equal to the height of the transverse main reinforcing rib.

[0040] 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;

[0041] And / or, the support frame is provided with a first through hole;

[0042] And / or, the supporting structure and the reinforcing structure are integrally formed;

[0043] And / or, the support structure is made of continuous fiber reinforced polyamide composite sheet, and the reinforcing structure is made of discontinuous fiber reinforced polyamide composite material;

[0044] 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.

[0045] In some embodiments, the reinforcing structure further includes a reinforcing frame, which is at least partially disposed outside the support frame;

[0046] The reinforcing frame is provided with a second through hole, and the first through hole and the second through hole are connected.

[0047] 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.

[0048] 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 arranged vertically and connected by the connecting assembly, wherein the second building template includes:

[0049] 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;

[0050] 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.

[0051] 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.

[0052] The transverse reinforcing ribs and the longitudinal reinforcing ribs have different heights along the thickness direction of the base plate.

[0053] In some embodiments, when multiple building templates are included, two adjacent building templates are connected by the connecting components;

[0054] Multiple building templates are arranged along the length direction and / or the width direction of the base plate;

[0055] 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.

[0056] The length direction and the width direction of the base plate are perpendicular to each other.

[0057] In some embodiments, when at least two of the building templates are included, the two building templates are arranged at a first included angle and spaced apart.

[0058] The connecting assembly includes a second connector, which includes two second connecting parts arranged at a first included angle, a fixing plate, a mounting plate, a rib, and a mounting component. The two second connecting parts are connected to each other on the side that is close to each other, and one of the two second connecting parts is connected to one of the building templates through the fixing plate on the side that is far from each other, and the other is connected to the other building template through the mounting plate.

[0059] The ribs are respectively connected to the two second connecting parts, each rib is provided with a stud, the stud is provided with a threaded hole, and the other of the two second connecting parts is provided with an opening on the side away from the fixing plate. The mounting plate covers the opening, and the mounting component passes through the mounting plate and the threaded hole.

[0060] In some embodiments, when at least two of the building templates are included, the two building templates are arranged at a second included angle, with one side of the two building templates abutting against each other and the other side forming a notch;

[0061] The connecting assembly includes a third connector disposed within the notch. The third connector includes two third connecting parts, two sealing plates, and a reinforcing block. The two third connecting parts are arranged at a second included angle. The two sealing plates are disposed at both ends of the third connecting parts. The two third connecting parts are respectively connected to the two building templates on one side close to each other. The reinforcing blocks are respectively connected to the two third connecting parts.

[0062] One embodiment of this utility model has the following advantages or beneficial effects:

[0063] The building formwork provided in this embodiment has a reinforcing rib assembly connected to the inner wall of the support frame and installed on the base plate. The reinforcing rib assembly provides strong internal support for the base plate. The transverse main reinforcing ribs and longitudinal main reinforcing ribs are arranged in a crisscross pattern to reduce bulging, deflection, and deformation under external forces, effectively preventing excessive bending, yielding, local buckling, and failure of the support structure, and ensuring that the building formwork has sufficient rigidity, stability, and load-bearing capacity.

[0064] Meanwhile, the supporting structure plays an overall load-bearing role, while the reinforcing structure plays a local reinforcement role. According to the characteristics of the building formwork application scenario, the overall stiffness of the formwork is required to be uniform, and the reinforcing ribs need to be evenly distributed, thereby effectively improving the stress situation of the building formwork, making its deformation distribution more uniform, and significantly reducing the risk of excessive local stress.

[0065] Furthermore, multiple transverse main stiffeners divide the longitudinal main stiffeners, ensuring their even distribution. This allows each segment of the longitudinal main stiffener to independently bear and transmit forces, resulting in a more uniform deformation and stress distribution. This reduces the risk of excessive localized stress, effectively lowering the risk of damage to the formwork due to excessive deformation or stress concentration, thereby improving the overall stability and service life of the formwork. Simultaneously, through uniform distribution, the longitudinal main stiffeners can stably and safely withstand loads during use. Even if localized damage occurs to the formwork, it will not lead to the failure of the entire longitudinal main stiffener structure, increasing the reliability of the formwork.

[0066] 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. Attached Figure Description

[0067] 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.

[0068] in:

[0069] Figure 1 The diagram shown is a structural schematic of a building template according to an embodiment of the present invention;

[0070] Figure 2 The diagram shown is an exploded view of the structure of a building template according to an embodiment of the present invention;

[0071] 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;

[0072] Figure 4 The diagram shown is a structural schematic of the reinforcing structure in a building template according to an embodiment of the present invention;

[0073] Figure 5The 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;

[0074] Figure 6 The diagram shown is a structural schematic of a building template displaying a second through hole according to an embodiment of the present invention;

[0075] Figure 7 The diagram shown is a structural schematic of a reinforcing rib assembly in a building formwork according to an embodiment of this utility model. Figure 1 ;

[0076] 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 1 ;

[0077] Figure 9 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 ;

[0078] Figure 10 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 ;

[0079] Figure 11 The diagram shown is a structural schematic of a reinforcing rib assembly in a building formwork according to an embodiment of this utility model. Figure 2 ;

[0080] Figure 12 The diagram shown is a structural schematic of a reinforcing rib assembly in a building formwork according to an embodiment of this utility model. Figure 3 ;

[0081] Figure 13 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 1 ;

[0082] Figure 14 The diagram shown is a structural schematic of a composite module display connection component according to an embodiment of the present invention. Figure 1 ;

[0083] Figure 15 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 2 ;

[0084] Figure 16 The diagram shown is a structural schematic of a composite module display connection component according to an embodiment of the present invention. Figure 2 ;

[0085] Figure 17 What is shown is Figure 16 A structural diagram with the mounting plate hidden;

[0086] Figure 18 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 3 ;

[0087] Figure 19 The diagram shown is a structural schematic of a composite module display connection component according to an embodiment of the present invention. Figure 3 ;

[0088] Figure 20 The diagram shown is a structural schematic of a composite module according to an embodiment of the present invention. Figure 4 .

[0089] The reference numerals in the attached figures are explained as follows:

[0090] 100. Building formwork; 200. Connecting components;

[0091] 1. Supporting structure; 2. Reinforcing structure; 3. Installation structure;

[0092] 11. Base plate; 111. Bottom hole; 12. Support frame; 121. First through hole;

[0093] 21. Reinforcing frame; 22. Reinforcing rib assembly;

[0094] 211. Second extension; 210. Second through hole;

[0095] 221. Transverse main reinforcing rib; 222. Longitudinal main reinforcing rib; 223. Intermediate reinforcing rib; 224. Transverse secondary reinforcing rib; 225. Longitudinal secondary reinforcing rib; 226. First diagonal reinforcing rib; 227. Second diagonal reinforcing rib; 228. Corner reinforcing component; 2281. Corner reinforcing plate; 2282. Corner reinforcing rib; 229. First boss; 230. Second boss; 231. Third boss; 232. Fourth boss; 235. Fifth boss;

[0096] 31. First extension; 30. Mounting through hole;

[0097] S1, First central axis; S2, Second central axis;

[0098] 201. First connecting member; 202. Locking member; 203. Second connecting part; 2031. Second connecting hole; 2032. Rib; 2033. Stud; 2034. Threaded hole; 2035. Fixing plate; 2036. Mounting plate; 2037. Mounting component;

[0099] 204. Third connecting part; 2041. Third connecting hole; 2042. First reinforcing block; 2043. Second reinforcing block; 205. Sealing plate;

[0100] 300. Secondary building formwork; 301. Supporting structure; 302. Reinforcing structure; 303. Installation structure;

[0101] 3011, Base plate; 3012, Support frame; 30121, First through hole;

[0102] 3021, Reinforcing frame; 30211, Second through hole; 3022, Reinforcing rib assembly;

[0103] 30221. Transverse stiffener; 30222. Longitudinal stiffener; 302221. Longitudinal main stiffener; 302222. Longitudinal secondary stiffener; 30223. Third diagonal stiffener; 30224. Fourth diagonal stiffener; 30225. Corner stiffener; 302251. Corner stiffener plate; 302252. Corner stiffener. Detailed Implementation

[0104] 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.

[0105] 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.

[0106] 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.

[0107] 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.

[0108] 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.

[0109] 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.

[0110] For example, the support structure 1 can be integrally formed by compression 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.

[0111] 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.

[0112] 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.

[0113] 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 within the scope of protection of this embodiment.

[0114] 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 them, thereby increasing the overall or local structural strength and rigidity. The processing techniques for the reinforcing structure 2 and the supporting structure 1 are common techniques for building panels, and will not be described in detail here.

[0115] Specifically, such as Figures 2-3 As 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.

[0116] 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.

[0117] 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. 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 overall mechanical performance of the entire building formwork 100.

[0118] 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.

[0119] 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.

[0120] 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.

[0121] 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.

[0122] 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, thereby 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, meaning 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, meaning 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.

[0123] Among them, such as Figure 4 As shown, the reinforcing rib assembly 22 includes a transverse main reinforcing rib 221 and a longitudinal main reinforcing rib 222 arranged at an angle. For example, the angle between the transverse main reinforcing rib 221 and the longitudinal main reinforcing rib 222 can be selected as 30°, 60°, 90°, 120°, etc. For instance, the transverse main reinforcing rib 221 extends along the length direction of the base plate 11, and the longitudinal main reinforcing rib 222 extends along the width direction of the base plate 11. The angle between the transverse main reinforcing rib 221 and the longitudinal main reinforcing rib 222 is 90°, that is, the transverse main reinforcing rib 221 and the longitudinal main reinforcing rib 222 are arranged in a cross shape. This can constrain the local deformation of the building formwork 100, prevent local bulging, deflection, and deformation under external forces, and at the same time prevent tearing of the supporting structure, yielding or instability of the reinforcing ribs, etc., significantly improving the strength, stiffness, stability, and durability of the building formwork 100.

[0124] For example, there are multiple transverse main stiffeners 221, which are arranged in parallel at intervals to increase the structural strength and stiffness of the support structure 1 along the length of the base plate 11.

[0125] Among them, the longitudinal main stiffeners 222 are respectively set on the side of the two outermost transverse main stiffeners 221 that are opposite to each other, so that the longitudinal main stiffeners 222 form an intermittent structure on the same straight line.

[0126] By employing multiple transverse main reinforcing ribs 221 to divide and evenly distribute the longitudinal main reinforcing ribs 222, each segment of the longitudinal main reinforcing ribs 222 can independently bear and transmit forces. This results in a more uniform deformation and stress distribution within the longitudinal main reinforcing ribs 222, reducing the risk of excessive local stress. Consequently, it effectively lowers the risk of damage to the formwork 100 due to excessive deformation or stress concentration, thereby improving the overall stability and service life of the formwork 100. Simultaneously, through uniform distribution, the longitudinal main reinforcing ribs 222 can stably and safely bear loads during use. Even if local damage occurs to the formwork 100, it will not lead to the failure of the entire longitudinal main reinforcing rib structure, increasing the reliability of the formwork 100.

[0127] For example, there are multiple longitudinal main stiffeners 222, which are arranged in parallel and spaced apart to increase the structural strength and stiffness of the support structure 1 along the width direction of the base plate 11. Each longitudinal main stiffener 222 includes two sub-longitudinal main stiffeners, which are spaced apart and corresponding to each other. The two sub-longitudinal main stiffeners are located on both sides of the multiple transverse main stiffeners 221 along the width direction of the base plate 11.

[0128] Specifically, such as Figure 4 As shown, the formwork 100 also includes an installation structure 3, which can be a cylindrical structure. The installation structure 3 is installed on the base plate 11 and connected to the reinforcing rib assembly 22. The formwork 100 can be used to tie and fix adjacent formwork together to form an integral structure. Since the formwork needs to withstand large concrete pressure, the area near the installation structure 3 needs to meet certain structural stiffness and load-bearing capacity requirements. Therefore, the installation structure 3 is positioned between two adjacent transverse main reinforcing ribs 221 and corresponds to the longitudinal main reinforcing ribs 222.

[0129] For example, the projection of the central axis of the mounting structure 3 relative to the base plate 11 and the projection of the longitudinal main stiffener 222 relative to the base plate 11 are collinear, that is, the extension line of the longitudinal main stiffener 222 passes through the central axis of the mounting structure 3.

[0130] 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.

[0131] The building formwork 100 provided in this embodiment has an installation structure 3 sandwiched between two adjacent transverse main reinforcing ribs 221, which enhances the structural strength of the installation structure 3 along the length of the base plate 11. The installation structure 3 is correspondingly arranged with the longitudinal main reinforcing ribs 222, so that the installation structure 3 is located in the area where the transverse main reinforcing ribs 221 and the longitudinal main reinforcing ribs 222 intersect, which increases the structural strength of the installation structure 3 along the width of the base plate 11.

[0132] In one embodiment, such as Figure 4 As shown, multiple transverse main reinforcing ribs 221 are located on both sides of the first central axis, along the width direction of the base plate 11. The ratio between the distance between two transverse main reinforcing ribs 221 adjacent to the first central axis and the width of the support frame 12 is 1 / 12 to 1 / 6, for example, 1 / 10, 1 / 9, 1 / 8, etc. The first central axis is the central axis of the base plate 11, that is, the first central axis is parallel to the length direction of the base plate 11, and the base plate 11 is symmetrical with respect to the first central axis. The first central axis is identified by S1.

[0133] For example, there are two transverse main reinforcing ribs 221. The two transverse main reinforcing ribs 221 are symmetrically arranged on both sides of the first central axis, and the distance between the transverse main reinforcing ribs 221 and the first central axis is relatively small. That is, the two transverse main reinforcing ribs 221 are approximately located in the middle area of ​​the base plate 11. While reducing the number of transverse main reinforcing ribs 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.

[0134] In some other embodiments, the plurality of transverse main reinforcing ribs 221 may also be evenly distributed at equal intervals along the width direction of the base plate 11.

[0135] Specifically, such as Figure 4 As shown, there are multiple mounting structures 3, arranged along the length of the base plate 11. This arrangement of multiple mounting structures 3 makes full use of the relatively large length of space, which is beneficial for spatial layout. Correspondingly, there are multiple longitudinal main reinforcing ribs 222, with each mounting structure 3 and longitudinal main reinforcing rib 222 correspondingly arranged. In this configuration, each mounting structure 3 can achieve structural reinforcement through the intersecting transverse main reinforcing ribs 221 and longitudinal main reinforcing ribs 222.

[0136] In one embodiment, such as Figure 4As shown, the reinforcing rib assembly 22 also includes a central reinforcing rib 223, which is disposed between two adjacent transverse main reinforcing ribs 221 and corresponds to the longitudinal secondary reinforcing rib 225. Furthermore, a second diagonal reinforcing rib 227 connected to the longitudinal secondary reinforcing rib 225 is correspondingly disposed. The central reinforcing rib 223 is located between two adjacent mounting structures 3. The central reinforcing rib 223 supports the two adjacent transverse main reinforcing ribs 221, further improving the structural stiffness and load-bearing capacity at the intermediate position.

[0137] For example, one or more intermediate reinforcing ribs 223 may be provided between two adjacent mounting structures 3 to ensure the structural strength of the area between the two mounting structures 3, and further improve the structural stiffness and load-bearing capacity of the intermediate position. If there are multiple intermediate reinforcing ribs 223, and the mounting structure 3 is located between two adjacent intermediate reinforcing ribs 223, then the mounting structure 3 is located within the space enclosed by two transverse main reinforcing ribs 221 and two intermediate reinforcing ribs 223, and the mounting structure 3 and the longitudinal main reinforcing ribs 222 are correspondingly provided, increasing the structural stiffness and load-bearing capacity of the area around the mounting structure 3.

[0138] Along the thickness direction of the base plate 11, the height of the intermediate reinforcing rib 223 is less than or equal to the height of the transverse main reinforcing rib 221. That is, the intermediate reinforcing rib 223 can be hidden inside the two adjacent transverse main reinforcing ribs 221, or be flush with the height of the transverse main reinforcing ribs 221, to avoid the intermediate reinforcing rib 223 protruding from the transverse main reinforcing ribs 221, ensuring overall dimensional consistency and aesthetics, and facilitating the subsequent assembly of the building formwork 100.

[0139] like Figure 2 , Figure 3 and Figure 5 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.

[0140] 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.

[0141] 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 formworks 100 to tie and fix the two adjacent building formworks 100 together to form a whole, so as to jointly resist the concrete pressure. Alternatively, when multiple building formworks 100 are stacked sequentially, the mounting component passes through the mounting through hole 30 and the bottom hole 111 of multiple building formworks 100 to fix the multiple building formworks 100, facilitating the storage and transportation of the multiple building formworks 100.

[0142] 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.

[0143] like Figure 2 , Figure 3 and Figure 6 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.

[0144] 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.

[0145] For example, 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 to realize the splicing and assembly of multiple building templates 100.

[0146] 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.

[0147] In one embodiment, such as Figure 4 As shown, the reinforcing rib assembly 22 also includes a transverse secondary reinforcing rib 224. The transverse secondary reinforcing rib 224 is arranged parallel to and spaced apart from the transverse main reinforcing rib 221 and connected to the longitudinal main reinforcing rib 222. The transverse secondary reinforcing rib 224 and the transverse main reinforcing rib 221 are arranged along the width direction of the base plate 11.

[0148] For example, the transverse main stiffener 221 and the transverse secondary stiffener 224 can be strip stiffeners or column stiffeners, or a combination of both. In this embodiment, strip stiffeners can be selected.

[0149] For example, there are two transverse secondary stiffeners 224 along the length of the base plate 11. The two transverse secondary stiffeners 224 are located on both sides of the transverse main stiffener 221, increasing the structural stiffness and load-bearing capacity of the supporting structure 1 along the length of the base plate 11. The transverse secondary stiffeners 224 and the longitudinal main stiffeners 222 are arranged intersectingly to restrain local deformation of the structure and prevent local bulging, deflection and deformation of the structure under external forces. 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 structure.

[0150] Along the thickness direction of the base plate 11, the height of the transverse secondary stiffener 224 is less than or equal to the height of the transverse main stiffener 221. For example, the height of the transverse main stiffener 221 is 50mm to 80mm, and the height of the transverse secondary stiffener 224 is 15mm to 35mm.

[0151] Specifically, the height of the transverse secondary reinforcing rib 224 is lower than the height of the transverse main reinforcing rib 221, or the two are at the same height. Compared with the transverse main reinforcing rib 221, the transverse secondary reinforcing rib 224 is lower in height, which is equivalent to reducing the local height of the transverse reinforcing rib, thereby achieving lighter weight and reducing material costs. At the same time, the lower height of the transverse secondary reinforcing rib 224 reduces the difficulty of mold processing, improves processing convenience and filling effect.

[0152] In this configuration, along the width direction of the base plate 11, the width of the transverse secondary stiffener 224 is less than or equal to the width of the transverse main stiffener 221. This arrangement results in a relatively small width for the transverse secondary stiffener 224, saving on raw material costs and meeting the requirements for lightweight design.

[0153] In one embodiment, there are multiple transverse secondary reinforcing ribs 224, which are located on both sides of the first central axis; wherein the distance between the transverse main reinforcing rib 221 and the first central axis is less than the distance between the transverse secondary reinforcing ribs 224 and the first central axis.

[0154] In this way, the distance between the transverse secondary stiffener 224 and the first central axis is relatively large, which can increase the structural strength and stiffness of the areas on both sides of the support structure 1.

[0155] In one embodiment, such as Figure 2 and Figure 4 As shown, the reinforcing rib assembly 22 includes a longitudinal secondary reinforcing rib 225, which is arranged parallel to and spaced apart from the longitudinal main reinforcing rib 222. The longitudinal secondary reinforcing rib 225 and the longitudinal main reinforcing rib 222 are arranged along the length direction of the base plate 11. The longitudinal secondary reinforcing rib 225 is connected to the transverse main reinforcing rib 221 and the transverse secondary reinforcing rib 224.

[0156] For example, the longitudinal main stiffener 222 and the longitudinal secondary stiffener 225 can be strip stiffeners or column stiffeners, or a combination of both. In this embodiment, they can be strip stiffeners.

[0157] For example, the longitudinal secondary stiffeners 225 and the transverse main stiffeners 221 are arranged in a cross manner to constrain the local deformation of the stiffener assembly 22, reduce the local bulging, bending and deformation of the stiffener assembly 22 under the action of external force, and at the same time prevent the support structure from tearing, the stiffeners from yielding or becoming unstable, thereby improving the strength, stiffness, stability and durability of the overall structure.

[0158] Along the thickness direction of the base plate 11, the height of the longitudinal secondary stiffener 225 is less than or equal to the height of the longitudinal main stiffener 222. For example, the height of the longitudinal main stiffener 222 is 50mm to 80mm, and the height of the longitudinal secondary stiffener 225 is 15mm to 35mm.

[0159] Specifically, the height of the longitudinal secondary stiffener 225 is lower than the height of the longitudinal main stiffener 222, or the two are at the same height. Compared with the longitudinal main stiffener 222, the longitudinal secondary stiffener 225 is lower in height, which is equivalent to reducing the local height of the longitudinal stiffener, thereby reducing material costs and achieving a lighter weight. In addition, the lower height of the longitudinal secondary stiffener 225 reduces the difficulty of mold processing and improves processing convenience and filling effect.

[0160] In this configuration, along the length of the base plate 11, the width of the longitudinal secondary stiffener 225 is less than or equal to the width of the longitudinal main stiffener 222. This arrangement results in a relatively small width for the longitudinal secondary stiffener 225, saving on raw material costs and meeting the requirements for lightweight design.

[0161] In one embodiment, there are multiple longitudinal main stiffeners 222, and at least one longitudinal secondary stiffener 225 is located between two adjacent longitudinal main stiffeners 222.

[0162] For example, multiple longitudinal main stiffeners 222 are located on both sides of the second central axis, wherein the second central axis is the central axis of the base plate 11, that is, the second central axis 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. The second central axis is perpendicular to the first central axis, and the second central axis is identified by S2.

[0163] Specifically, two transverse main reinforcing ribs 221 and multiple longitudinal main reinforcing ribs 222 are arranged in a cross pattern, forming multiple large grid structures between the transverse main reinforcing ribs 221 and the longitudinal main reinforcing ribs 222. Multiple transverse secondary reinforcing ribs 224 and multiple longitudinal secondary reinforcing ribs 225 are arranged within the large grid structures, and the transverse secondary reinforcing ribs 224 and the longitudinal secondary reinforcing ribs 225 are arranged in a cross pattern 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. Furthermore, the reinforcing ribs are evenly distributed, increasing the stiffness, strength, and uniformity of load distribution of the support structure 1.

[0164] In this invention, by optimizing the structure of the reinforcing rib assembly, the moment of inertia of the cross section 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.

[0165] In one embodiment, such as Figure 7 As shown, the reinforcing rib assembly 22 also includes a first oblique reinforcing rib 226, and the transverse secondary reinforcing rib 224 is connected to the longitudinal main reinforcing rib 222 or the support frame 12 through the first oblique reinforcing rib 226; wherein, along the thickness direction of the base plate 11 and away from the transverse secondary reinforcing rib 224, the height of the first oblique reinforcing rib 226 gradually increases.

[0166] For example, the first oblique reinforcing rib 226 is disposed between the transverse secondary reinforcing rib 224 and the inner wall of the support frame 12, or the first oblique reinforcing rib 226 is disposed between the transverse secondary reinforcing rib 224 and the longitudinal main reinforcing rib 222. Since the longitudinal main reinforcing rib 222 and the support frame 12 are relatively high, and the transverse secondary reinforcing rib 224 is relatively low, by adding the first oblique reinforcing rib 226 to the end of the transverse secondary reinforcing rib 224, which is relatively low, the first oblique reinforcing rib 226 gradually and obliquely transitions to the longitudinal main reinforcing rib 222 and the support frame 12, which is relatively high, it can avoid adverse phenomena such as air trapping and incomplete filling during injection molding. At the same time, it can also improve the connection strength between the transverse secondary reinforcing rib 224 and the support frame 12, and between the transverse secondary reinforcing rib 224 and the longitudinal main reinforcing rib 222, so as to support the support frame 12 and the longitudinal main reinforcing rib 222 and prevent the support frame 12 and the longitudinal main reinforcing rib 222 from collapsing inward under force.

[0167] In one embodiment, such as Figure 7 As shown, the reinforcing rib assembly 22 also includes a second oblique reinforcing rib 227, and the longitudinal secondary reinforcing rib 225 is connected to the transverse main reinforcing rib 221 or the support frame 12 through the second oblique reinforcing rib 227; wherein, along the thickness direction of the base plate 11 and away from the longitudinal secondary reinforcing rib 225, the height of the second oblique reinforcing rib 227 gradually increases.

[0168] For example, the second oblique reinforcing rib 227 is disposed between the longitudinal secondary reinforcing rib 225 and the inner wall of the support frame 12, or the second oblique reinforcing rib 227 is disposed between the longitudinal secondary reinforcing rib 225 and the transverse main reinforcing rib 221. Since the transverse main reinforcing rib 221 and the support frame 12 are relatively high, and the longitudinal secondary reinforcing rib 225 is relatively low, by adding the second oblique reinforcing rib 227 to the end of the lower longitudinal secondary reinforcing rib 225, the second oblique reinforcing rib 227 gradually and obliquely transitions to the higher transverse main reinforcing rib 221 and the support frame 12, which can avoid adverse phenomena such as air trapping and incomplete filling during injection molding. At the same time, it can also improve the connection strength between the longitudinal secondary reinforcing rib 225 and the support frame 12, and between the longitudinal secondary reinforcing rib 225 and the transverse main reinforcing rib 221, so as to support the support frame 12 and the transverse main reinforcing rib 221 and prevent the support frame 12 and the transverse main reinforcing rib 221 from collapsing inward under force.

[0169] It is understandable that using diagonal reinforcing ribs at the connection between the transverse secondary reinforcing rib 224 and the longitudinal main reinforcing rib 222 or the support frame 12, or at the connection between the longitudinal secondary reinforcing rib 225 and the transverse main reinforcing rib 221 or the support frame 12, can avoid stress concentration, facilitate demolding, and thus increase the stability and reliability of the building formwork 100.

[0170] like Figure 4 , Figures 8-10 As shown, the reinforcing rib assembly 22 also includes corner reinforcing components 228, 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.

[0171] Specifically, the corner reinforcement component 228 includes a corner reinforcement plate 2281 and a corner reinforcement rib 2282. The corner reinforcement plate 2281 is connected to two adjacent side walls of the support frame 12. The corner reinforcement rib 2282 is arranged intersectingly with the corner reinforcement plate 2281. One end of the corner reinforcement rib 2282 is connected to the top corner of the support frame 12, and the other end of the corner reinforcement rib 2282 is connected to at least one of the longitudinal main reinforcement rib 222, the transverse secondary reinforcement rib 224, and the connection position between the longitudinal main reinforcement rib 222 and the transverse secondary reinforcement rib 224.

[0172] With this configuration, corner reinforcing ribs 2282 and corner reinforcing plates 2281 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 2282 extend to the intersection between the longitudinal main reinforcing ribs 222 and the transverse secondary reinforcing ribs 224, ensuring good connection stability. This structural improvement allows the corner reinforcing component 228 to enhance the structural strength of the corner area, providing drop resistance and facilitating repeated use, thus saving production costs.

[0173] In one embodiment, such as Figure 11 As shown, along the length of the base plate 11, at least one of the transverse main reinforcing ribs 221 and at least one of the transverse secondary reinforcing ribs 224 is provided with a first boss 229, and the first boss 229 is connected to the support frame 12.

[0174] By providing a first boss 229 on the contact surface between the transverse reinforcing rib and the support frame 12, the width of the transverse reinforcing rib is increased, thereby increasing the contact area between the transverse reinforcing rib and the support frame 12, reducing the risk of the transverse reinforcing rib falling off, and improving the connection reliability between the transverse reinforcing rib and the support frame 12.

[0175] In one embodiment, such as Figure 11 As shown, along the width direction of the base plate 11, at least one of the transverse main reinforcing ribs 221 and at least one of the transverse secondary reinforcing ribs 224 is provided with a second boss 230, and the second boss 230 is connected to the base plate 11.

[0176] By providing a second boss 230 on the contact surface between the transverse reinforcing rib and the base plate 11, the width of the transverse reinforcing rib is increased, thereby increasing the contact area between the transverse reinforcing rib and the base plate 11, reducing the risk of the transverse reinforcing rib falling off, and improving the connection reliability between the transverse reinforcing rib and the base plate 11.

[0177] In one embodiment, such as Figure 12 As shown, along the width direction of the base plate 11, at least one of the longitudinal main reinforcing ribs 222 and at least one of the longitudinal secondary reinforcing ribs 225 is provided with a third boss 231, and the third boss 231 is connected to the support frame 12.

[0178] By providing a third boss 231 on the contact surface between the longitudinal stiffener and the support frame 12, the width of the longitudinal stiffener is increased, thereby increasing the contact area between the longitudinal stiffener and the support frame 12, reducing the risk of the longitudinal stiffener falling off, and improving the connection reliability between the longitudinal stiffener and the support frame 12.

[0179] In one embodiment, such as Figure 12 As shown, along the length of the base plate 11, at least one of the longitudinal main reinforcing ribs 222 and at least one of the longitudinal secondary reinforcing ribs 225 is provided with a fourth boss 232, which is connected to the base plate 11.

[0180] By providing a fourth boss 232 on the contact surface between the longitudinal stiffener and the base plate 11, the width of the longitudinal stiffener is increased, thereby increasing the contact area between the longitudinal stiffener and the base plate 11, reducing the risk of the longitudinal stiffener falling off, and improving the connection reliability between the longitudinal stiffener and the base plate 11.

[0181] In one embodiment, such as Figure 4 , Figures 8-10 As shown, at least one side of the corner reinforcement member 228 is provided with a fifth boss 235 along a direction perpendicular to the extension direction of the corner reinforcement member 228, and the fifth boss 235 is connected to the base plate 11.

[0182] By providing a fifth boss 235 on the contact surface between the corner reinforcement member 228 and the base plate 11, the fifth boss 235 increases the width of the corner reinforcement member 228, thereby increasing the contact area between the corner reinforcement member 228 and the base plate 11, reducing the risk of the corner reinforcement member 228 falling off, and improving the connection reliability between the corner reinforcement member 228 and the base plate 11.

[0183] It is understood that a sixth boss (not shown in the figure) is provided on at least one side of the intermediate reinforcing rib 223 along the length direction of the base plate 11, and the sixth boss is connected to the base plate 11.

[0184] By providing a sixth boss on the contact surface between the intermediate reinforcing rib 223 and the base plate 11, the sixth boss increases the width of the intermediate reinforcing rib 223, thereby increasing the contact area between the intermediate reinforcing rib 223 and the base plate 11, reducing the risk of the intermediate reinforcing rib 223 falling off, and improving the connection reliability between the intermediate reinforcing rib 223 and the base plate 11.

[0185] 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.

[0186] 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.

[0187] The composite module provided in this embodiment can be spliced ​​together with multiple building templates using connecting components to meet the needs of different sizes and application scenarios, and has strong applicability.

[0188] In one embodiment, such as Figure 13 As 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.

[0189] 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 formworks can be the same or different.

[0190] Specifically, such as Figure 14As 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.

[0191] 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 hole of 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, prevent the first connecting member 201 from coming off the building formwork 100, and ensure the connection stability between two adjacent building formworks 100.

[0192] In one embodiment, such as Figure 15 As shown, when at least two building formworks 100 are included, the two building formworks 100 are arranged at a first included angle and spaced apart. For example, the first included angle can be 30°, 60°, 90°, 120°, etc. For instance, the two building formworks 100 are arranged vertically and do not contact each other, that is, there is a certain gap between them.

[0193] Among them, such as Figures 15-16 As shown, the connecting component 200, which can be referred to as the concave corner, is disposed within the space between two building templates 100. Specifically, the connecting component 200 includes a second connector, which comprises two second connecting portions 203 arranged at a first included angle, a fixing plate 2035, and a mounting plate 2036. The first included angle can be 30°, 60°, 90°, 120°, etc. For example, the two second connecting portions 203 are arranged perpendicularly, and their sides that are close to each other are connected to each other to form an L-shaped structure. One of the two second connecting portions 203 that are far from each other is connected to one of the building templates 100 through the fixing plate 2035, and the other is connected to the other building template 100 through the mounting plate 2036, so that the two building templates 100 are connected by the second connector.

[0194] One of the second connecting parts 203 is fixedly disposed with the fixing plate 2035. For example, one of the second connecting parts 203 and the fixing plate are integrally formed. The other second connecting part 203 and the mounting plate 2036 are detachably connected.

[0195] Specifically, such as Figure 16-17As shown, ribs 2032 are provided on the inner wall of the second connecting part 203 to increase the structural strength of the second connecting part 203. Multiple ribs 2032 can be selected, and they are distributed along the length of the base plate 11. Each rib 2032 is provided with a stud 2033, which has a threaded hole 2034. An opening is provided on the side of the other of the two second connecting parts 203 away from the fixing plate 2035. A mounting plate 2036 covers the opening, and a mounting member 2037 passes through the mounting plate 2036 and the threaded hole 2034.

[0196] Specifically, both the fixing plate 2035 and the mounting plate 2036 have a second connecting hole 2031. The first connecting member 201 passes through the second connecting hole 2031, the first through hole 121 of the building template 100, or the first through hole 121 and the second through hole 210, to achieve a fixed connection between the building template 100 and the second connecting member.

[0197] In another embodiment, two building templates 100 are connected by a connecting assembly 200 to form a shape as shown. Figure 15 The L-shaped template group shown has multiple template groups arranged infinitely along the length of the base plate 11.

[0198] In another embodiment, two building templates 100 are connected by a connecting assembly 200 to form a shape as shown. Figure 15 The L-shaped template group shown has two template groups facing each other and able to form a composite module, which is a cuboid structure with openings at both ends. In this way, a rectangular through hole is formed in the center of the composite module for the support column to pass through, that is, four building templates 100 wrap around the four sides of the support column; alternatively, multiple composite modules can be arranged along the direction of the base plate 11, that is, multiple composite modules extend infinitely along the opening direction.

[0199] In another embodiment, the plurality of building formworks further includes a third building formwork, wherein the third building formwork is disposed on at least one side of the building formwork 100 along the length direction of the base plate 11; and / or, along the width direction of the base plate 11, the third building formwork is disposed on the side of the building formwork 100 away from the connecting assembly 200. The structure of the third building formwork may be the same as or different from the structure of the building formwork 100.

[0200] In this way, based on two L-shaped building templates, a third building template can be spliced ​​with the building templates along the length and / or width of the base plate 11 to form an overall regular or irregular structure, which improves the applicability of the composite module and makes it more versatile.

[0201] In one embodiment, such as Figure 18As shown, when at least two building formworks 100 are included, the two building formworks 100 are arranged at a second included angle. For example, the second included angle can be 30°, 60°, 90°, 120°, etc. For instance, the two building formworks 100 are arranged vertically, and one side of the two third building formworks 100 abuts against each other, while the other side forms a notch. Figure 19 As shown, the connecting component 200 includes a third connector, which can be referred to as an external corner connector. The third connector is disposed within the notch between the two building templates 100. The third connector includes two third connecting portions 204 and two sealing plates 205. The two third connecting portions 204 are arranged at a second included angle, for example, the two third connecting portions 204 are perpendicular to each other to form an L-shaped structure. The two sealing plates 205 are disposed at both ends of the third connecting portions 204. The cross-section of the sealing plates 205 is similar to a triangular structure. The two third connecting portions 204 are respectively connected to the two building templates 100 on one side close to each other, so that the two building templates 100 are connected through the third connecting portions 204.

[0202] Specifically, the third connecting part 204 is provided with a third connecting hole 2041 on the side facing the building template. The first connecting member 201 passes through the third connecting hole 2041, the first through hole 121 of the third building template, or the first through hole 121 and the second through hole 210, to realize the fixed connection between the building template and the third connecting part 204.

[0203] Specifically, the third connecting part 204 may have a hollow structure to meet the requirements of lightweight design. A reinforcing block is provided on one side of the two third connecting parts 204 facing each other to increase the structural strength of the third connecting parts 204. The cross-section of the reinforcing block may be triangular, utilizing the stable properties of a triangle to improve the structural strength of the third connecting part 204.

[0204] For example, the number of reinforcing blocks can be selected as multiple, and the multiple reinforcing blocks are distributed along the length direction of the base plate 11. The multiple reinforcing blocks can be the same or different in size. The reinforcing blocks include a first reinforcing block 2042 and a second reinforcing block 2043. The cross-section of the first reinforcing block 2042 and the second reinforcing block 2043 are both triangular structures. The first reinforcing block 2042 is larger in size and the second reinforcing block 2043 is smaller in size. The first reinforcing block 2042 and the second reinforcing block 2043 are respectively disposed on both sides of the third connecting hole, and the first reinforcing block 2042 is disposed between two adjacent second reinforcing blocks 2043, and the second reinforcing block 2043 is disposed between two adjacent first reinforcing blocks 2042. That is, the first reinforcing blocks 2042 and the second reinforcing blocks 2043 are staggered to increase the structural strength of the middle area between two adjacent third connecting holes 2041.

[0205] In another embodiment, two building templates 100 are connected by a connecting assembly 200 to form a shape as shown. Figure 17The L-shaped template group shown has multiple template groups arranged infinitely along the length of the base plate 11.

[0206] In another embodiment, two building templates 100 are connected by a connecting assembly 200 to form a shape as shown. Figure 17 The L-shaped template group shown has two template groups facing each other and able to form a composite module, which is a cuboid structure with openings at both ends. In this way, a rectangular through hole is formed in the center of the composite module for the support column to pass through, that is, four building templates 100 wrap around the four sides of the support column; alternatively, multiple composite modules can be arranged along the direction of the base plate 11, that is, multiple composite modules extend infinitely along the opening direction.

[0207] In another embodiment, the plurality of building formwork 100 further includes a fourth building formwork; wherein, along the length direction of the base plate 11, the fourth building formwork is disposed on at least one side of the building formwork 100; and / or, along the width direction of the base plate 11, the fourth building formwork is disposed on the side of the building formwork away from the connecting assembly 200. The structure of the fourth building formwork may be the same as or different from the structure of the building formwork 100.

[0208] In this way, based on two L-shaped building templates, a fourth building template can be spliced ​​with the building templates along the length and / or width of the base plate 11 to form an overall regular or irregular structure, which improves the applicability of the composite module and makes it more versatile.

[0209] In one embodiment, such as Figures 19-20 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.

[0210] 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 structural support. The reinforcing structure 302 serves to increase the structural strength and rigidity.

[0211] 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.

[0212] 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.

[0213] The reinforcing structure 302 also includes a reinforcing frame 3021, which is at least partially disposed outside the support frame 3012. The structure of the reinforcing frame 3021 matches the structure of the support frame 3012, and the reinforcing frame 3021 further enhances the structural strength of the support frame 3012.

[0214] The reinforcing rib assembly 3022 includes a transverse reinforcing rib 30221 and a longitudinal reinforcing rib 30222 arranged at an angle. For example, the transverse reinforcing rib 30221 extends along the length of the base plate 3011, and the longitudinal main reinforcing rib 302221 extends along the width of the base plate 3011. The angle between the transverse reinforcing rib 30221 and the longitudinal main reinforcing rib 302221 is 90°, that is, the transverse reinforcing rib 30221 and the longitudinal main reinforcing rib 302221 are arranged in a cross shape.

[0215] 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. Specifically, the installation structure 303 is located in the area where the transverse reinforcing rib 30221 and the longitudinal reinforcing rib 30222 intersect and is connected to the transverse reinforcing rib 30221 and the longitudinal reinforcing rib 30222 respectively.

[0216] For example, the height of the transverse stiffener 30221 may be greater than the height of the longitudinal stiffener 30222, or the height of the transverse stiffener 30221 may be less than the height of the longitudinal stiffener 30222. The number of transverse stiffeners 30221 may be one or more, and can be set according to actual needs.

[0217] The longitudinal stiffener 30222 includes a longitudinal main stiffener 302221, which is connected to the mounting structure 303. Along the thickness direction of the base plate 3011, the height of the longitudinal main stiffener 302221 is greater than that of the transverse stiffener 30221.

[0218] The longitudinal stiffener 30222 also includes a longitudinal secondary stiffener 302222, which is arranged parallel to and spaced apart from the longitudinal main stiffener 302221. The longitudinal secondary stiffeners 302222 and the longitudinal main stiffeners 302221 are arranged along the length of the base plate 3011 to ensure the uniformity of the arrangement of each longitudinal stiffener 30222 and improve the structural strength of the second building formwork 300 along the length of the base plate 3011. The longitudinal secondary stiffeners 302222 are connected to the transverse stiffeners 30221, that is, the longitudinal secondary stiffeners 302222 and the transverse stiffeners 30221 are arranged intersectingly.

[0219] Specifically, the height of the longitudinal secondary stiffener 302222 is lower than the height of the longitudinal main stiffener 302221, or the two heights are the same. Along the length of the base plate 3011, the width of the longitudinal secondary stiffener 302222 is less than or equal to the width of the longitudinal main stiffener 302221.

[0220] There are multiple mounting structures 303, which are arranged along the length of the base plate 3011. This arrangement of multiple mounting structures 303 makes full use of the relatively large length of space, which is beneficial for spatial layout. Correspondingly, there are multiple longitudinal main stiffeners 302221, and the multiple mounting structures 303 are connected to the multiple longitudinal main stiffeners 302221. Correspondingly, there are multiple longitudinal secondary stiffeners 302222, with at least one longitudinal secondary stiffener 302222 located between two adjacent longitudinal main stiffeners 302221.

[0221] The reinforcing rib assembly 3022 also includes a third oblique reinforcing rib 30223, and the longitudinal secondary reinforcing rib 302222 is connected to the support frame 3012 through the third oblique reinforcing rib 30223; wherein, along the thickness direction of the base plate 3011 and away from the longitudinal secondary reinforcing rib 302222, the height of the third oblique reinforcing rib 30223 gradually increases.

[0222] The reinforcing rib assembly 3022 also includes a fourth oblique reinforcing rib 30224, and the transverse reinforcing rib 30221 is connected to the mounting structure 303 or the support frame 3012 through the fourth oblique reinforcing rib 30224; wherein, along the thickness direction of the base plate 3011 and away from the transverse reinforcing rib 30221, the height of the fourth oblique reinforcing rib 30224 gradually increases.

[0223] The reinforcing rib assembly 3022 also includes corner reinforcing members 30225, which are 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.

[0224] Similarly, the corner reinforcement component 30225 also includes a corner reinforcement plate 302251 and a corner reinforcement rib 302252. The corner reinforcement plate 302251 is connected to two adjacent side walls of the support frame 3012. The corner reinforcement rib 302252 is arranged intersecting with the corner reinforcement plate 302251. One end of the corner reinforcement rib 302252 is connected to the top corner of the support frame 3012, and the other end of the corner reinforcement rib 302252 is connected to at least one of the longitudinal main reinforcement rib 302221, the transverse reinforcement rib 30221, and the mounting structure 303 that is closest to the corner reinforcement plate 302251 along the length of the base plate 3011.

[0225] Bosses (not shown in the figure) can be provided on the contact surfaces between the transverse reinforcing rib 30221 and the support frame 3012, the contact surfaces between the transverse reinforcing rib 30221 and the base plate 3011, the contact surfaces between the longitudinal main reinforcing rib 302221 and the support frame 3012, the contact surfaces between the longitudinal secondary reinforcing rib 302222 and the support frame 3012, the contact surfaces between the longitudinal main reinforcing rib 302221 and the base plate 3011, the contact surfaces between the longitudinal secondary reinforcing rib 302222 and the base plate 3011, and the contact surfaces between the corner reinforcing member 30225 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.

[0226] 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.

[0227] 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.

[0228] In another embodiment, the building formwork 100 and the second building formwork 300 are arranged vertically to form a T-shaped structure.

[0229] 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, which will not be repeated here.

[0230] 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.

[0231] 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 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 longitudinal main reinforcing ribs are respectively arranged on the side of the two outermost transverse main reinforcing ribs among the plurality of transverse main reinforcing ribs, which are opposite to each other, so that the longitudinal main reinforcing ribs form an intermittent structure on the same straight line.

2. The building formwork according to claim 1, characterized in that, The plurality of the transverse main reinforcing ribs are located on both sides of the first central axis. Along the width direction of the base plate, the ratio between the distance between two transverse main reinforcing ribs adjacent to the first central axis and the width of the support frame is 1 / 12 to 1 / 6. Wherein, the first central axis is the central axis of the base plate along the width direction of the base plate, and the first central axis is parallel to the length direction of the base plate.

3. The building formwork according to claim 1, characterized in that, The reinforcing rib assembly also includes: The transverse secondary reinforcing ribs are arranged parallel to and spaced apart from the transverse main reinforcing ribs and connected to the longitudinal main reinforcing ribs. The transverse secondary reinforcing ribs and the transverse main reinforcing ribs are arranged along the width direction of the bottom plate. Wherein, along the thickness direction of the base plate, the height of the transverse secondary reinforcing rib is less than or equal to the height of the transverse main reinforcing rib; and / or, along the width direction of the base plate, the width of the transverse secondary reinforcing rib is less than or equal to the width of the transverse main reinforcing rib.

4. The building formwork according to claim 3, characterized in that, The number of transverse secondary reinforcing ribs is multiple, and the multiple transverse secondary reinforcing ribs are located on both sides of the first central axis; Wherein, the distance between the transverse main reinforcing rib and the first central axis is smaller than the distance between the transverse secondary reinforcing rib and the first central axis; Wherein, the first central axis is the central axis of the base plate along the width direction of the base plate, and the first central axis is parallel to the length direction of the base plate.

5. The building formwork according to claim 3, characterized in that, The reinforcing rib assembly also includes: 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 main stiffeners and the transverse secondary 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.

6. The building formwork according to claim 5, characterized in that, The number of longitudinal main stiffeners is multiple, and at least one of the longitudinal secondary stiffeners is located between two adjacent longitudinal main stiffeners.

7. The building formwork according to claim 5, characterized in that, The reinforcing rib assembly further includes a first oblique reinforcing rib, and the transverse secondary reinforcing rib is connected to the longitudinal main reinforcing rib or the support frame through the first oblique reinforcing rib; wherein, along the thickness direction of the base plate and away from the transverse secondary 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, wherein the longitudinal secondary reinforcing rib is connected to the transverse main reinforcing rib or 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.

8. The building formwork according to claim 5, 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 secondary reinforcing rib, and the connection position between the longitudinal main reinforcing rib and the transverse secondary reinforcing rib.

9. The building formwork according to claim 8, characterized in that, Along the length of the base plate, at least one of the transverse main reinforcing ribs and at least one of the transverse secondary reinforcing ribs 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 of the transverse main reinforcing ribs and at least one of the transverse secondary reinforcing ribs 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 of the longitudinal main stiffeners and at least one of the longitudinal secondary stiffeners 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 of the longitudinal main stiffeners and at least one of the longitudinal secondary stiffeners is provided with a fourth protrusion, the fourth protrusion being connected to the base plate; And / or, along 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.

10. The building formwork according to claim 1, characterized in that, Also includes: The mounting structure is disposed between two adjacent transverse main reinforcing ribs and is disposed corresponding to the longitudinal main reinforcing ribs.

11. The building formwork according to claim 10, characterized in that, The base plate is provided with a bottom hole, and the mounting structure is provided with a mounting through hole, which is connected to the bottom hole.

12. The building formwork according to claim 10, characterized in that, The number of the mounting structures is multiple, and the multiple mounting structures are arranged along the length direction of the base plate; the number of the longitudinal main reinforcing ribs is multiple, and the multiple mounting structures and the multiple longitudinal main reinforcing ribs are correspondingly arranged.

13. The building formwork according to claim 12, characterized in that, The reinforcing rib assembly also includes an intermediate reinforcing rib, which is disposed between two adjacent transverse main reinforcing ribs and is located between two adjacent mounting structures; Wherein, along the thickness direction of the base plate, the height of the intermediate reinforcing rib is less than or equal to the height of the transverse main reinforcing rib.

14. The building formwork according to any one of claims 1-13, 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 and the reinforcing structure are integrally formed; And / or, the support structure is made of continuous fiber reinforced polyamide composite sheet, and the reinforcing structure is 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.

15. The building formwork according to claim 14, characterized in that, The reinforcing structure also includes: A reinforcing frame, which is at least partially disposed outside the supporting frame; The reinforcing frame is provided with a second through hole, and the first through hole and the second through hole are connected.

16. 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 15.

17. The composite module according to claim 16, characterized in that, The plurality of building templates also includes at least one second building template, wherein the building template and the second building template are arranged perpendicularly and connected by the connecting component, 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 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.

18. The composite module according to claim 16, characterized in that, When multiple building templates are included, two adjacent building templates are connected by the connecting components; 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.

19. The composite module according to claim 16, characterized in that, When at least two of the aforementioned building templates are included, the two building templates are arranged at a first included angle and spaced apart. The connecting assembly includes a second connector, which includes two second connecting parts arranged at a first included angle, a fixing plate, a mounting plate, a rib, and a mounting component. The two second connecting parts are connected to each other on the side that is close to each other, and one of the two second connecting parts is connected to one of the building templates through the fixing plate on the side that is far from each other, and the other is connected to the other building template through the mounting plate. The ribs are respectively connected to the two second connecting parts, each rib is provided with a stud, the stud is provided with a threaded hole, and the other of the two second connecting parts is provided with an opening on the side away from the fixing plate. The mounting plate covers the opening, and the mounting component passes through the mounting plate and the threaded hole.

20. The composite module according to claim 16, characterized in that, When at least two of the building templates are included, the two building templates are arranged at a second included angle, with one side of the two building templates abutting against each other and the other side forming a notch; The connecting assembly includes a third connector disposed within the notch. The third connector includes two third connecting parts, two sealing plates, and a reinforcing block. The two third connecting parts are arranged at a second included angle. The two sealing plates are disposed at both ends of the third connecting parts. The two third connecting parts are respectively connected to the two building templates on one side close to each other. The reinforcing blocks are respectively connected to the two third connecting parts.

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