Combined template for synchronously forming concrete leveling and metal edging

By introducing anti-settlement base plates and fine-tuning leveling height components into the concrete compartment formwork, the stability and height error problems of the metal edging were solved, enabling precise adjustment of the metal edging and improving the stability of the formwork, thus enhancing the construction effect and aesthetics.

CN224002271UActive Publication Date: 2026-03-17HENAN LINGQI CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-06-05
Publication Date
2026-03-17

AI Technical Summary

Technical Problem

The existing metal edging of concrete compartment formwork has problems with insufficient stability and height error, which affects the construction effect and aesthetics.

Method used

A fine-tuning and leveling height component is used, which combines an anti-sinking base plate with a non-removable template. The height of the top of the metal trim can be finely adjusted by screws and adjusting nuts, and an anti-sinking base plate is set under the template to improve stability.

Benefits of technology

It enables precise adjustment of the top height of the metal edging and improves the stability of the template, reducing the possibility of template displacement and sinking, and enhancing construction results and aesthetics.

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Abstract

The utility model discloses a concrete leveling and metal edging synchronous forming combined formwork which comprises a non-dismantling formwork body, the non-dismantling formwork body comprises a horizontal section and a vertical section, the upper end of the vertical section is provided with a metal edging, the combined formwork further comprises an anti-settling base plate arranged below the horizontal section, the anti-settling base plate is connected with the non-dismantling formwork body through a fine adjustment leveling height assembly, and the metal edging is arranged on the anti-settling base plate. The leveling height fine adjustment assembly comprises a screw rod vertically arranged at the upper end of the anti-settling base plate, a first round opening allowing the screw rod to pass through is formed in the horizontal section, an adjusting nut is arranged on the screw rod and located below the first round opening in a matched mode, and a fastening nut is arranged on the screw rod and located above the first round opening in a matched mode. The fine adjustment leveling height assembly is arranged between the non-dismantling formwork and the anti-settling base plate, the adjusting nut can move upwards or downwards by screwing the adjusting nut, fine adjustment of the height of the top of the metal edging is achieved by supporting the horizontal section through the adjusting nut, and the top of the metal edging can be conveniently adjusted to the designed elevation.
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Description

Technical Field

[0001] This utility model belongs to the technical field of concrete construction tools, and in particular relates to a combined template for simultaneous molding of concrete leveling and metal edging. Background Technology

[0002] Concrete compartmentalization refers to the practice of dividing a large concrete structure into several smaller sections (compartments) for pouring during the construction process, due to technical requirements, construction process limitations, or regulations. This practice is typically used to accommodate the concrete's setting process, control temperature stress and shrinkage deformation, and reduce the formation of cracks.

[0003] Concrete compartmentation requires the use of formwork. Formwork includes non-removable formwork and ordinary removable formwork. In the existing technology, non-removable formwork often uses angle iron as compartmentation formwork. Angle iron includes horizontal and vertical sections. The horizontal section is embedded in the concrete, and the upper end of the vertical section is exposed to the outside. In order to improve the service life of the upper end of the vertical section, a rust-proof metal edging is usually installed at the upper end of the vertical section. The commonly used material is aluminum alloy.

[0004] However, during construction, it was found that placing the non-removable formwork with metal trim directly on the base layer where compartments needed to be divided resulted in two problems. First, the formwork was not stable enough and was prone to shifting as the concrete was laid. Second, there was a slight height error between the top of the metal trim of the formwork and the design elevation of the concrete, which reduced the compartmentalization effect of the formwork and the aesthetics of the metal trim. Utility Model Content

[0005] In view of the shortcomings of the existing technology, the purpose of this utility model is to provide a combined template for simultaneous molding of concrete leveling and metal edging, so as to solve the technical problems in the background art.

[0006] This utility model provides the following technical solution:

[0007] A combined formwork for simultaneous concrete leveling and metal edging includes a non-removable formwork, which comprises a horizontal section and a vertical section. The upper end of the vertical section is provided with a metal edging. The formwork also includes an anti-sinking base plate located below the horizontal section. The anti-sinking base plate is connected to the non-removable formwork via a fine-tuning leveling height assembly. The fine-tuning leveling height assembly includes a screw vertically located at the upper end of the anti-sinking base plate. The horizontal section has a first circular opening for the screw to pass through. An adjusting nut is fitted on the screw below the first circular opening, and a fastening nut is fitted on the screw above the first circular opening.

[0008] Preferably, the lower end of the screw is provided with a pre-embedded seat, which is located inside the anti-sinking substrate. The upper surface of the anti-sinking substrate is also provided with a first blind hole, which is coaxially arranged with the screw, and the bottom of the first blind hole is higher than the upper surface of the pre-embedded seat.

[0009] Preferably, the anti-sinking base plate is a precast concrete structure, the anti-sinking base plate is cuboid in shape, the length direction of the anti-sinking base plate is arranged along the length direction of the non-removable template, and the length of the anti-sinking base plate is not greater than the length of the non-removable template.

[0010] Preferably, a plurality of fine-tuning leveling height components are provided, and the plurality of fine-tuning leveling height components are arranged at equal intervals along the length direction of the anti-sinking substrate.

[0011] Preferably, the metal trim is U-shaped and snaps into the upper end of the vertical section. The length of the metal trim is the same as the length of the removable template. The metal trim is connected to the vertical section through a connector.

[0012] Preferably, the connector includes a second circular opening penetrating the front and rear sides of the vertical section, a third circular opening penetrating both sides of the metal edging, and a rivet for connecting the horizontal section and the metal edging. The second and third circular openings are coaxially arranged to allow the rivet to pass through.

[0013] Preferably, a plurality of connectors are provided, and the plurality of connectors are arranged sequentially at equal intervals along the length direction of the metal edging.

[0014] Preferably, the horizontal segment is further provided with a plurality of fifth circular openings running vertically through it, and the plurality of fifth circular openings are evenly arranged in a rectangular array.

[0015] Preferably, the four corner positions of the anti-sinking substrate are respectively provided with a fourth circular opening that runs vertically through the substrate for the anchor rod to pass through, and the upper end surface of the anti-sinking substrate is respectively provided with a second blind hole at each of the fourth circular opening positions.

[0016] Compared with the prior art, the present invention has the following beneficial effects:

[0017] (1) The present invention provides a combined template for simultaneous molding of concrete leveling and metal edging. By setting a fine-tuning leveling height component between the template and the anti-sinking base plate, the adjusting nut can be moved up or down by turning the adjusting nut. By adjusting the nut's support on the horizontal section, the height of the top of the metal edging can be finely adjusted, making it easy to adjust the top of the metal edging to the design elevation.

[0018] (2) The present invention provides a combined template for simultaneous molding of concrete leveling and metal edging. By setting an anti-sinking base plate under the template, the stability of the template can be improved, the concrete can be laid, and the possibility of the template sinking in the later stage can be reduced. Attached Figure Description

[0019] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of this utility model and should not be regarded as a limitation on the scope. For those skilled in the art, other related drawings can be obtained from these drawings without creative effort.

[0020] Figure 1 This is a schematic diagram of the structure of this utility model.

[0021] Figure 2 This utility model Figure 2 A magnified view of part A.

[0022] Figure 3 This is a schematic diagram of the anti-sinking substrate structure of this utility model.

[0023] Figure 4 This is a schematic diagram of the connecting component structure of this utility model.

[0024] In the diagram: 1. No-removal template; 2. Horizontal section; 3. Vertical section; 4. Metal edging; 5. Anti-sinking base plate; 6. Fine-tuning leveling height assembly; 61. Screw; 62. First circular opening; 63. Adjusting nut; 64. Fastening nut; 65. Embedded seat; 66. First blind hole; 7. Connector; 71. Second circular opening; 72. Third circular opening; 73. Rivet; 8. Fourth circular opening; 9. Anchor rod; 10. Second blind hole; 11. Fifth circular opening. Detailed Implementation

[0025] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of this utility model, and not all of them. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0026] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0027] This utility model provides a combined formwork for simultaneous concrete leveling and metal edging molding, see reference. Figure 1-4 The system includes a non-removable template 1, which comprises a horizontal section 2 and a vertical section 3. The non-removable template 1 is L-shaped or T-shaped. The upper end of the vertical section 3 is provided with a metal edging 4. The system also includes an anti-sinking base plate 5 located below the horizontal section 2. The anti-sinking base plate 5 is connected to the non-removable template 1 through a fine-tuning leveling height component 6. The fine-tuning leveling height component 6 includes a screw 61 vertically located at the upper end of the anti-sinking base plate 5. The horizontal section 2 is provided with a first circular opening 62 for the screw 61 to pass through. An adjusting nut 63 is adapted to the screw 61 below the first circular opening 62, and a fastening nut 64 is adapted to the screw 61 above the first circular opening 62. By turning the adjusting nut 63, it can be moved up or down. The outer ring of the adjusting nut 63 is larger than the diameter of the first circular opening 62, which can support the horizontal section 2. The height of the upper end of the adjusting nut 63 is the bottom height of the non-removable template 1. The leveling height can be finely adjusted by ±10mm, which facilitates the fine adjustment of the top height of the metal edging 4, so that the top of the metal edging 4 is on the same horizontal plane as the concrete leveling height, and so that the top of the metal edging 4 can be adjusted to the design elevation. The leveling height can be checked with a laser during construction. After the adjusting nut 63 is adjusted, the non-removable template 1 is placed in and then tightened by the fastening nut 64.

[0028] The anti-sinking base plate 5 is a precast concrete structure. The anti-sinking base plate 5 is cuboid in shape, and its length is aligned with the length of the non-removable formwork 1. The length of the anti-sinking base plate 5 is not greater than the length of the non-removable formwork 1, and its width is not less than the width of the horizontal segment 2. During construction, a cuboid-shaped pit is excavated in the base layer to place the anti-sinking base plate 5. The anti-sinking base plate 5 improves the stability of the non-removable formwork 1, facilitates fine-tuning of its height, and reduces the possibility of later sinking.

[0029] A pre-embedded seat 65 is provided at the lower end of the screw 61. The pre-embedded seat 65 is located inside the anti-sinking base plate 5. A first blind hole 66 is also provided on the upper end surface of the anti-sinking base plate 5. The first blind hole 66 is coaxially arranged with the screw 61, and the bottom of the first blind hole 66 is higher than the upper end surface of the pre-embedded seat 65. The pre-embedded seat 65 is cross-shaped and is used to improve the stability of the screw 61 during pre-embedding and support. The diameter of the first blind hole 66 is larger than the outer diameter of the adjusting nut 63. Because the adjusting nut 63 has a certain thickness, it is convenient for the adjusting nut 63 to move into the first blind hole 66 during adjustment, reducing the influence of the height of the adjusting nut 63 on the lower end surface of the horizontal section 2.

[0030] Several fine-tuning leveling height components 6 are provided, and these components are arranged at equal intervals along the length of the anti-sinking base plate 5. This further improves the stability when supporting the formwork 1. When laying concrete, the concrete needs to fill the gap between the anti-sinking base plate 5 and the formwork 1, further improving the stability of the formwork 1.

[0031] The metal edging 4 is inverted U-shaped and engages with the upper end of the vertical section 3. The length of the metal edging 4 is the same as the length of the removable template 1. The metal edging 4 is connected to the vertical section 3 via a connector 7. The metal edging 4 is made of aluminum alloy and has a rust-proof metal edging effect.

[0032] The connector 7 includes a second circular opening 71 penetrating the front and rear sides of the vertical section 3, a third circular opening 72 penetrating both sides of the metal edging 4, and a rivet 73 for connecting the horizontal section 2 and the metal edging 4. The second circular opening 71 and the third circular opening 72 are coaxially arranged to allow the rivet 73 to pass through. This improves the stability of the connection between the metal edging 4 and the vertical section 3.

[0033] A plurality of connectors 7 are provided, and the plurality of connectors 7 are arranged at equal intervals along the length direction of the metal edging 4.

[0034] The horizontal segment 2 is also provided with several fifth circular openings 11 running vertically through it, and these fifth circular openings 11 are evenly arranged in a rectangular array. When laying concrete, the concrete can fill the gap between the anti-settlement base plate 5 and the non-removable template 1 through the fifth circular openings 11, further improving the stability of the non-removable template 1.

[0035] The anti-settlement base plate 5 has four vertically penetrating fourth circular openings 8 for anchor rods 9 to pass through at its four corners. A second blind hole 10 is coaxially provided on the upper surface of the anti-settlement base plate 5 at each of the fourth circular openings 8. Before concrete laying, the anti-settlement base plate 5 is placed in the foundation pit and fixed to the base layer by four anchor rods 9. The second blind holes 10 reduce the impact of the upper ends of the anchor rods 9 on the lower surface of the horizontal section 2.

[0036] In the description of this utility model, it should be noted that the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element.

[0037] Furthermore, in the description of this utility model, the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0038] On the other hand, it should be noted that, unless otherwise explicitly specified and limited, the terms "located at," "installed," "connected," and "linked" should be interpreted broadly. For example, they can refer to fixed connections, detachable connections, or integral connections; they can refer to mechanical connections or electrical connections; they can refer to direct connections, rotating connections, or indirect connections through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0039] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A combined formwork for simultaneous forming of concrete screed and metal edging, comprising a removable formwork (1) comprising horizontal segments (2) and vertical segments (3), the upper end of the vertical segments (3) being provided with metal edging (4), characterised in that: Further include the horizontal section (2) below the anti-sink base plate (5), the anti-sink base plate (5) is connected with the formwork (1) through the fine adjustment leveling height assembly (6), the fine adjustment leveling height assembly (6) includes the screw rod (61) vertically arranged on the upper end of the anti-sink base plate (5), the horizontal section (2) is provided with the first circular opening (62) for the screw rod (61) to pass through, the adjusting nut (63) is adapted below the first circular opening (62) on the screw rod (61), the fastening nut (64) is adapted above the first circular opening (62) on the screw rod (61).

2. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 1, characterized in that, The lower end of the screw rod (61) is provided with a pre-buried seat (65), the pre-buried seat (65) is located in the interior of the anti-sink base plate (5), the upper end surface of the anti-sink base plate (5) is also provided with a first blind hole (66), the first blind hole (66) is coaxially arranged with the screw rod (61), and the bottom of the first blind hole (66) is higher than the upper end surface of the pre-buried seat (65).

3. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 2, characterized in that, The anti-sink base plate (5) is a prefabricated concrete structure, the anti-sink base plate (5) is in the shape of a rectangular parallelepiped, the length direction of the anti-sink base plate (5) is arranged along the length direction of the formwork (1), and the length of the anti-sink base plate (5) is not greater than the length of the formwork (1).

4. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 3, characterized in that, The fine adjustment leveling height assembly (6) is provided with a plurality of fine adjustment leveling height assemblies (6), and the plurality of fine adjustment leveling height assemblies (6) are arranged in sequence at equal intervals along the length direction of the anti-sink base plate (5).

5. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 1, characterized in that, The metal edging (4) is in the shape of an inverted U and is clamped with the upper end of the vertical section (3), the length of the metal edging (4) is the same as the length of the formwork (1), and the metal edging (4) is connected with the vertical section (3) through the connecting piece (7).

6. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 5, characterized in that, The connecting piece (7) includes a second circular opening (71) penetrating the front and rear sides of the vertical section (3), a third circular opening (72) penetrating both sides of the metal edging (4), and a rivet (73) for connecting the horizontal section (2) and the metal edging (4), the second circular opening (71) and the third circular opening (72) are coaxially arranged for the rivet (73) to pass through.

7. The combined formwork for simultaneous forming of concrete screed and metal edging strip according to claim 1, characterized in that, The horizontal section (2) is further provided with a plurality of fifth circular openings (11) penetrating up and down, and the plurality of fifth circular openings (11) are uniformly arranged in a rectangular array.