Building template assembly

Abstract

The utility model provides a building formwork assembly, relates to the field of concrete pouring molds, and adopts the technical scheme that the building formwork assembly comprises a panel which is of a quadrilateral structure and further comprises a supporting unit, the supporting unit is detachably connected with the panel, and the supporting unit comprises a vertical beam and a cross beam which are connected with each other; the adjusting hole group is arranged at the lower part of the panel, the adjusting hole group comprises a plurality of adjusting holes, and the plurality of adjusting holes are distributed in a matrix manner. The building template can be spliced according to the size of a concrete member, the types and the number of required building templates are reduced, the cost is reduced, and the management is convenient.

Description

Technical Field

[0001] This utility model relates to the field of concrete pouring molds, and in particular to a building formwork component. Background Technology

[0002] Construction formwork is a temporary support structure, manufactured according to design requirements, to shape concrete structures and components in the specified positions and geometric dimensions, maintaining their correct position. During the concrete pouring process, the formwork must bear the weight of the concrete, lateral pressure, and various loads during construction, ensuring that the concrete does not deform or collapse during pouring and solidification; construction formwork also improves the surface quality of concrete, enabling the concrete surface to achieve good smoothness and flatness.

[0003] The formwork structure used in the construction of cast-in-place concrete structures mainly consists of three parts: panels, supporting structures, and connectors. The panels are load-bearing plates that directly contact the freshly poured concrete. To ensure that the panels do not deform, reinforcing ribs are welded to the outside of the panels. The reinforcing ribs are generally a grid structure. The supporting structure is a temporary structure that supports the panels, concrete, and construction loads, ensuring that the formwork structure is firmly assembled and does not deform or break. The connectors are accessories that connect the panels and the supporting structure into a whole.

[0004] In a project, due to the varying sizes of concrete components, when using building formwork for pouring, it is necessary to configure various building formwork of different sizes to form different molds. For example, the eaves of a building may have different lengths, widths, and heights due to factors such as different styles and heights. This increases material costs, management costs, and storage costs. Utility Model Content

[0005] To address the technical problem in the prior art that requires multiple sizes of building formwork to accommodate concrete components of different sizes, this utility model provides a building formwork assembly that can be spliced ​​according to the size of the concrete component, reducing the types and quantities of building formwork required, lowering costs, and facilitating management.

[0006] The technical solution adopted by this utility model to solve the above-mentioned technical problems is: a building formwork assembly, including a panel, the panel being a quadrilateral structure, and further including: a support unit, the support unit being detachably connected to the panel, the support unit including connected vertical beams and horizontal beams; and an adjustment hole group, the adjustment hole group being disposed at the lower part of the panel, the adjustment hole group including multiple adjustment holes, the adjustment holes being round holes and the multiple adjustment holes being distributed in a matrix, or the adjustment holes being vertically arranged straight slot holes and the multiple adjustment holes being distributed along the length direction of the panel.

[0007] This utility model, by providing an adjustment hole group and making the support unit detachable, allows this template assembly to be superimposed on the standard template in the height direction by overlapping. The adjustment holes can be selected at appropriate positions for connection as needed, and the assembly can be spliced ​​into prefabricated casting molds of various sizes. The detachable support unit greatly reduces the gap (in the thickness direction) between the panel of this template and the standard template, avoiding thick overlap marks on the concrete components and facilitating shaping. It can be seen that this mold assembly can replace building templates of various sizes, reduce the types and quantities of building templates required for the project, reduce costs, and facilitate management.

[0008] Furthermore, both the vertical beam and the horizontal beam adopt a Z-shaped structure, and both the horizontal beam and the vertical beam include two flanges. The flanges are provided with mounting holes, and the mounting holes are provided with connecting bolts, which can be screwed to the panel.

[0009] This invention enhances the strength of the support unit by employing a variety of Z-shaped beams, thereby increasing the support strength of the panel and effectively preventing deformation.

[0010] Furthermore, the support unit includes one horizontal beam and multiple vertical beams, the horizontal beam being arranged along the length direction of the panel, and the multiple vertical beams being symmetrically arranged on both sides of the horizontal beam.

[0011] This invention reduces the distance of the support unit in the height direction of the panel by setting a crossbeam for the support unit, thus avoiding a large area covered by the disassembled support unit when the height dimension is large, which would affect the support of the panel.

[0012] Furthermore, the adjustment hole is a straight slot hole, and the length direction of the adjustment hole is consistent with the length direction of the panel.

[0013] This invention, by setting the rectangular arrangement of adjustment holes into straight slot shapes, can compensate for installation and manufacturing errors and ensure smooth installation.

[0014] Furthermore, it also includes two connectors, which are disposed opposite each other on two sides of the panel, and each connector is detachably provided with a locking element.

[0015] By incorporating connectors, this invention enables a tight connection between two adjacent mold components during the assembly and casting process, preventing gaps between connected mold components that could lead to joints in the concrete pouring and increase the workload for corrections.

[0016] Furthermore, the connector includes a connecting part and a sliding part. The sliding part has an isosceles trapezoidal cross-section. The two sides of the panel are respectively provided with a sliding groove along its width direction. The sliding groove also has an isosceles trapezoidal cross-section. The sliding part is movably disposed in the sliding groove. The connecting part is provided with a connecting hole. The axial direction of the connecting hole is consistent with the length direction of the panel. The locking member is detachably disposed in the connecting hole.

[0017] This invention allows the connector to be slidably installed on the panel, and its position can be adjusted according to the overlap height with the standard template. This avoids the connector causing a large gap (in the thickness direction) between the two templates, which would affect the appearance of the concrete component and increase the amount of shaping work.

[0018] Furthermore, the locking member includes a tapered portion, one end of which is provided with a limiting portion. A through hole is provided on the tapered portion, the axis of which is perpendicular to the axis of the tapered portion. A locking portion is provided inside the through hole. The locking portion has a plate-like structure or a trapezoidal structure and can abut against the side of the connecting portion.

[0019] This utility model, through the cooperation of the locking part and the cone part, is easy to assemble and disassemble, and the connection is reliable and secure, effectively ensuring the connection force of two adjacent template components.

[0020] Furthermore, the vertical beam is welded to the horizontal beam.

[0021] As can be seen from the above technical solutions, this utility model has the following advantages:

[0022] This utility model provides a building formwork assembly. By incorporating adjustment holes and detachable support units, this assembly can be overlapped with standard formwork in the height direction. Suitable connection points can be selected as needed to assemble prefabricated casting molds of various sizes. The detachable support units significantly reduce the gap between the formwork panel and the standard formwork (in the thickness direction of the cast component), avoiding thick overlap marks on the concrete component and facilitating shaping. Therefore, this mold assembly can replace building formwork of various sizes, reducing the types and quantities of formwork required for projects, lowering costs, and simplifying management. The use of a Z-shaped beam structure and its quantity enhances the strength of the support units, thereby increasing the support strength of the concrete panel and effectively preventing deformation. Furthermore, by providing a single beam for each support unit, the strength of the formwork can be reduced. The distance between fewer support units along the panel height direction avoids the large area covered by disassembled support units when the panel height is large, which would affect the support of the panel. By setting the rectangular adjustment holes to a straight slot shape, installation and manufacturing errors can be compensated for, ensuring smooth installation. By setting connectors, adjacent mold components can be tightly connected when constructing and assembling the casting mold, avoiding gaps between connected template components, which would cause butt joints in the concrete pouring and increase the amount of correction work. The connectors can be slidably installed on the panel, and their position can be adjusted according to the overlap height with the standard template, avoiding large gaps (in the thickness direction) between the two templates caused by the connectors, which would affect the appearance of the concrete component and increase the amount of shaping work. The cooperation of the locking part and the cone part makes disassembly and assembly convenient and the connection is reliable and tight, effectively ensuring the connection force between adjacent template components. Attached Figure Description

[0023] To more clearly illustrate the technical solution of this utility model, the drawings used in the description will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0024] Figure 1 This is a structural diagram illustrating a specific embodiment of the present invention. Figure 1 .

[0025] Figure 2 This is a structural diagram illustrating a specific embodiment of the present invention. Figure 2 .

[0026] Figure 3 This is a schematic diagram of the assembly structure of the locking component in a specific embodiment of this utility model.

[0027] Figure 4 This is a schematic diagram of the assembly structure of a specific embodiment of the present invention and a standard template. Figure 1 .

[0028] Figure 5 This is a schematic diagram of the assembly structure of a specific embodiment of the present invention and a standard template. Figure 2 .

[0029] In the diagram, 1. Panel; 2. Support unit; 201. Vertical beam; 202. Horizontal beam; 203. Connecting bolt; 3. Connecting part; 301. Sliding part; 302. Connecting part; 303. Connecting hole; 4. Locking part; 401. Limiting part; 402. Conical part; 403. Locking part; 5. Adjusting hole; 6. Standard template. Detailed Implementation

[0030] To make the objectives, features, and advantages of this utility model more apparent and understandable, the technical solutions of this utility model will be clearly and completely described below with reference to the accompanying drawings of the specific embodiments. Obviously, the embodiments described below are only some embodiments of this utility model, and not all embodiments. Based on the embodiments of this patent, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this patent.

[0031] like Figure 1 and Figure 2 As shown, this specific embodiment provides a building formwork assembly, including a panel 1, a support unit 2, and an adjustment hole group. The panel 1 has a quadrilateral structure, and the support unit 2 is detachably connected to the panel 1. The support unit 2 includes a vertical beam 201 and a horizontal beam 202 connected to each other. The adjustment hole group is located at the lower part of the panel 1 and includes multiple adjustment holes 5, which are distributed in a matrix. In this specific embodiment, the adjustment hole group is arranged in three rows, with four adjustment holes 5 in each row. When the size needs to be adjusted, this formwork assembly is superimposed on the corresponding standard formwork 6 (the standard formwork 6 has holes at the corresponding positions) in an overlapping manner to increase the height and meet the usage requirements, without the need to re-customize building formwork of the corresponding size.

[0032] This specific embodiment, by providing an adjustment hole group and making the support unit 2 detachable, allows this template assembly to be superimposed on the standard template 6 in the height direction by overlapping. The adjustment holes 5 can be selected at appropriate positions for connection as needed, and the assembly can be spliced ​​into prefabricated casting molds of various sizes. Moreover, the detachable support unit 2 greatly reduces the gap (in the thickness direction) between the panel 1 of this template and the standard template 6, avoiding thick overlap marks on the concrete components and facilitating shaping. It can be seen that this mold assembly can replace building templates of various sizes, reduce the types and quantities of building templates required for the project, reduce costs, and facilitate management.

[0033] like Figure 1 and Figure 2 As shown, to enhance the support strength of the support unit 2 on the panel 1, both the vertical beam 201 and the horizontal beam 202 adopt a Z-shaped structure, that is, the cross-section of both the horizontal beam 202 and the vertical beam is a Z-shaped structure. The Z-shaped structure has strong bending resistance. Both the horizontal beam 202 and the vertical beam 201 include a centrally protruding part, and flanges are provided on both sides of the central part. Mounting holes are provided on the flanges, and connecting bolts 203 are provided in the mounting holes. The connecting bolts 203 can be screwed to the panel 1. The panel 1 has corresponding screw holes, which facilitates easy assembly and disassembly through the connecting bolts 203. Furthermore, the support unit... 2 includes a horizontal beam 202 and multiple vertical beams 201. The vertical beams 201 are welded to the horizontal beam 202. The horizontal beam 202 is arranged along the length of the panel 1. The multiple vertical beams 201 are symmetrically arranged on both sides of the horizontal beam 202. In this specific embodiment, three vertical beams 201 are arranged on one side of the horizontal beam 202. By controlling the number of horizontal beams 202, the vertical dimension of the support unit 2 can be reduced. When the support unit 2 needs to be removed due to overlap with the standard template 6, the support loss caused by the taller support unit 2 can be avoided, thus ensuring the support strength of the panel 1.

[0034] like Figure 1 and Figure 2 As shown, in this specific embodiment, the adjustment hole 5 is a straight slot hole, and the length direction of the adjustment hole 5 is consistent with the length direction of the panel 1. At the same time, the hole connected to the standard template 6 can be set as a straight slot hole with the length direction consistent with the width direction of the panel 1. After this setting, the connection position can be finely adjusted to avoid the connection between this template component and the standard template 6 due to manufacturing or installation errors, and to ensure smooth installation.

[0035] like Figures 1 to 4As shown, after this template assembly overlaps with the standard template 6, gaps may occur between the panels 1 of two adjacent template assemblies due to installation and manufacturing errors. This results in joints in the poured concrete components, affecting their appearance and requiring reshaping. To reduce the reshaping workload, this specific embodiment also includes two connectors 3, which are arranged opposite each other on two sides of the panel 1. Locking elements 4 are detachably mounted on the connectors 3. Adjacent template assemblies are laterally connected and tightened through the connectors 3 and locking elements 4, thereby reducing the gaps between adjacent panels 1 and reducing the reshaping workload. Furthermore… The connector 3 includes a connecting part 302 and a sliding part 301. The sliding part 301 has an isosceles trapezoidal cross-section. Slide grooves are provided on both sides of the panel 1 along its width direction. The cross-section of the slide grooves is also an isosceles trapezoidal. The sliding part 301 is movably disposed within the slide grooves. A connecting hole 303 is provided on the connecting part 302. The axial direction of the connecting hole 303 is aligned with the length direction of the panel 1. A locking element 4 is detachably disposed within the connecting hole 303. In this specific embodiment, the connector 3 is slidably mounted on the panel 1. The position of the connector 3 can be adjusted according to the overlap height with the standard template 6, avoiding overlap caused by the connector 3. A large gap (in the thickness direction) between the two templates affects the appearance of the concrete component and increases the amount of shaping work. During overlap, the connector 3 can be slid up or down to be flush with the end of the standard template 6. This way, the connector 302 protruding from the panel 1 will not increase the distance between the panel 1 of this mold assembly and the panel 1 of the standard template 6, avoiding the connector 3 causing a large gap (in the thickness direction) between the two templates, which affects the appearance of the concrete component and increases the amount of shaping work. In this specific embodiment, the locking member 4 includes a cone 402, one end of which is provided with a limiting part 401. 401 is a disc-shaped structure. A through hole is provided on the conical part 402. The axis of the through hole is perpendicular to the axis of the conical part 402. A locking part 403 is provided in the through hole. The locking part 403 is a plate-shaped structure. The locking part 403 is a trapezoidal structure. The locking part 403 can abut against the side of the connecting part 302. When connecting, firstly, the conical part 402 is horizontally passed through the two connecting parts 302. Then, the small end of the locking part 403 is passed through the through hole from top to bottom. A hammer or other tool is used to strike it until the locking part 403 abuts against the side of the connecting part 302 and cannot move down. At this time, the limiting part 401 abuts against the other side of the other connecting part 302.

[0036] It is understandable that the number of support units 2 is determined based on the height of panel 1 provided in the project; for example Figure 4 and Figure 5 As shown, this template component has three support units 2 along the height direction. This template component is attached to the standard template 6. One support unit 2 is removed and the connector 3 is slid upward.

[0037] As can be seen from the above specific embodiments, this utility model has the following beneficial effects:

[0038] 1. By setting an adjustment hole group and making the support unit 2 detachable, this template assembly can be superimposed on the standard template 6 in the height direction by overlapping. The appropriate connection position can be selected as needed to assemble prefabricated casting molds of various sizes. The detachable support unit 2 greatly reduces the gap between the panel 1 of this template and the standard template 6 (in the thickness direction of the casting component), avoids thick overlap marks on the concrete component, and facilitates shaping. It can be seen that this mold assembly can replace building templates of various sizes, reduce the types and quantities of building templates required for the project, reduce costs, and facilitate management.

[0039] 2. By adopting the crossbeams 202 with a Z-shaped structure and increasing their quantity, the strength of the support unit 2 can be enhanced, thereby increasing the support strength of the panel 1 and effectively preventing deformation;

[0040] 3. By setting a crossbeam 202 for the support unit 2, the distance of the support unit 2 in the height direction of the panel 1 can be reduced, and the large area covered by the disassembled support unit 2 when the height dimension is large can be avoided, which would affect the support of the panel 1.

[0041] 4. By setting the rectangular arrangement of adjustment holes 5 into straight slot shapes, installation and manufacturing errors can be compensated for, ensuring smooth installation;

[0042] 5. By setting connector 3, when constructing the assembly and casting mold, the two adjacent mold components on the left and right sides can be tightly connected, avoiding gaps between the connected mold components, which would cause joints in the concrete pouring and increase the amount of correction work.

[0043] 6. The connector 3 can be slidably installed on the panel 1 to adjust the position of the connector 3 according to the overlap height with the standard template 6, so as to avoid the connector 3 causing a large gap (in the thickness direction) between the two templates, which would affect the appearance of the concrete component and increase the amount of shaping work.

[0044] 7. The locking part 403 and the cone part 402 work together to facilitate disassembly and assembly, and the connection is secure and tight, effectively ensuring the connection force between two adjacent template components.

[0045] The above description of the disclosed embodiments enables those skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A building formwork assembly, comprising a panel (1), said panel (1) having a quadrilateral structure, characterized in that, Also includes: Support unit (2), which is detachably connected to panel (1), and the support unit (2) includes a vertical beam (201) and a horizontal beam (202) connected to each other. An adjustment hole group is provided at the lower part of the panel (1). The adjustment hole group includes multiple adjustment holes (5) and the multiple adjustment holes (5) are distributed in a matrix.

2. The building formwork assembly as described in claim 1, characterized in that, Both the vertical beam (201) and the horizontal beam (202) adopt a Z-shaped structure. Both the horizontal beam (202) and the vertical beam (201) include two flanges. The flanges are provided with mounting holes, and the mounting holes are provided with connecting bolts (203). The connecting bolts (203) can be screwed to the panel (1).

3. The building formwork assembly as described in claim 2, characterized in that, The support unit (2) includes a horizontal beam (202) and multiple vertical beams (201). The horizontal beam (202) is arranged along the length direction of the panel (1), and the multiple vertical beams (201) are symmetrically arranged on both sides of the horizontal beam (202).

4. The building formwork assembly as described in claim 3, characterized in that, The adjustment hole (5) is a straight slot hole, and the length direction of the adjustment hole (5) is consistent with the length direction of the panel (1).

5. The building formwork assembly as described in claim 4, characterized in that, It also includes two connectors (3), which are disposed opposite to each other on two sides of the panel (1), and locking elements (4) are detachably provided on the connectors (3).

6. The building formwork assembly as described in claim 5, characterized in that, The connector (3) includes a connecting part (302) and a sliding part (301). The sliding part (301) has an isosceles trapezoidal cross-section. The panel (1) has grooves on both sides along its width direction. The grooves also have isosceles trapezoidal cross-sections. The sliding part (301) is movable up and down in the grooves. The connecting part (302) has a connecting hole (303). The axial direction of the connecting hole (303) is consistent with the length direction of the panel (1). The locking member (4) is detachably installed in the connecting hole (303).

7. The building formwork assembly as described in claim 6, characterized in that, The locking member (4) includes a cone (402), one end of which is provided with a limiting part (401). A through hole is provided on the cone (402), the axial direction of which is perpendicular to the axial direction of the cone (402). A locking part (403) is provided in the through hole. The locking part (403) is a plate-shaped structure or a trapezoidal structure. The locking part (403) can abut against the side of the connecting part (302).

8. The building formwork assembly as described in claim 7, characterized in that, The vertical beam (201) is welded to the horizontal beam (202).

Images