Wall surface slurry-throwing-free construction formwork

Abstract

The utility model relates to a wall surface slurry-throwing-free construction formwork which comprises two sets of convex point stamping steel plates and a formwork supporting assembly, and the two sets of convex point stamping steel plates are oppositely arranged in parallel and are tensioned and fixed through the formwork supporting assembly. A plurality of stamping salient points are arranged on the surface of one side of each group of salient point stamping steel plates, and the stamping salient points of the two groups of salient point stamping steel plates are oppositely arranged. The wall surface slurry-throwing-free construction formwork can be suitable for parts such as a wall body and a beam, has high universality and flexibility, can be free of hair patting and slurry throwing, is convenient to carry, has excellent dismantling performance and efficient practicability, and provides convenience and effective guarantee for concrete construction. And the wall surface slurry-throwing-free construction formwork can be repeatedly used, the purposes of saving materials and cost are achieved, and economic benefits are high.

Description

Technical Field

[0001] This utility model relates to the technical field of building construction, specifically to a wall surface construction template that eliminates the need for grouting. Background Technology

[0002] Currently, most residential buildings require plastering during the decoration and renovation phase to ensure customer needs and overall appearance quality. To prevent defects such as hollow walls and cracks, plastering and roughening are necessary. Wall plastering is an important sub-project of building construction, directly affecting the overall project and delivery. Traditional plastering and roughening processes are cumbersome and time-consuming. The cement, adhesives, and other materials used in plastering and roughening need to be tested and matched. Although plastering and roughening are simple to perform, strict control over the gaps between plaster spots, the length of raised burrs, strength control, and long curing period is required to ensure construction quality. The operator's skills are also very important during construction, which can lead to slow construction speed, long cycle, and high labor costs. Utility Model Content

[0003] This utility model provides a wall surface plaster-free construction template to solve one or more technical problems existing in the prior art.

[0004] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: a wall surface grout-free construction template, including two sets of convex stamping steel plates and a support assembly. The two sets of convex stamping steel plates are arranged in parallel and opposite to each other, and the two sets of convex stamping steel plates are tightened and fixed by the support assembly. Each set of convex stamping steel plates has multiple stamping protrusions on one side surface, and the stamping protrusions of the two sets of convex stamping steel plates are arranged opposite to each other.

[0005] The beneficial effects of this utility model are as follows: The wall surface formwork that does not require plastering is applicable to walls, beams, and other parts, possessing strong versatility and flexibility. It eliminates the need for roughening and plastering, is easy to transport, and has excellent dismantling performance and high efficiency, providing convenience and effective protection for concrete construction. Moreover, the wall surface formwork can be reused multiple times, achieving the goals of material saving and cost reduction, resulting in high economic benefits.

[0006] Based on the above technical solution, the present invention can be further improved as follows.

[0007] Furthermore, the stamping protrusion has a hemispherical structure.

[0008] Furthermore, multiple stamping protrusions are evenly arranged on one side of the surface of each group of stamped steel plates.

[0009] Furthermore, each set of convex stamped steel plates includes at least two convex stamped steel plates, and adjacent convex stamped steel plates are connected and fixed by connectors.

[0010] Furthermore, the vertical edge of the convex stamped steel plate is provided with an outwardly protruding connecting strip, and the connecting strips of two adjacent convex stamped steel plates are connected and fixed by a connector.

[0011] The beneficial effect of adopting the above-mentioned further solution is that by setting a connecting strip, it is convenient to connect and fix two adjacent stamped steel plates with protrusions.

[0012] Furthermore, the connector is a bolt assembly or a pin assembly.

[0013] Furthermore, the formwork assembly includes an aluminum alloy frame and back ribs. Each set of protruding stamped steel plates has an aluminum alloy frame on the other side surface. The aluminum alloy frame has a horizontally arranged back rib on its outer side. The back ribs of the two sets of aluminum alloy frames are arranged one-to-one in the horizontal direction. The corresponding set of back ribs is tightened and fixed by a tensioning assembly.

[0014] The beneficial effect of adopting the above-mentioned further solution is that by setting an aluminum alloy frame and back rib, it is convenient to tighten and fix the two convex stamped steel plates.

[0015] Furthermore, the tensioning assembly includes a pull tab and a clamp. The pull tab passes through two sets of stamped steel plates with protrusions and two sets of aluminum alloy frames. The two ends of the pull tab are respectively fixed to the corresponding back ribs by clamps.

[0016] Furthermore, the pull tab is a stainless steel pull tab.

[0017] Furthermore, reinforcing bars are also provided between the two sets of stamped steel plates with protrusions. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the structure of the stamped steel plate with raised dots according to this utility model;

[0019] Figure 2 This is a schematic diagram of the main structure of the wall surface plaster-free construction template of this utility model;

[0020] Figure 3 This is a top view of the wall surface plaster-free construction template of this utility model;

[0021] Figure 4 This is a cross-sectional structural diagram of the wall surface plaster-free construction template of this utility model.

[0022] The attached diagram lists the components represented by each number as follows:

[0023] 1. Stamped steel plate with raised dots; 11. Stamped raised dots; 12. Connecting strip; 2. Connecting parts; 3. Aluminum alloy frame; 31. Back rib; 4. Pull tab; 41. Clamp; 5. Reinforcing steel bars; 6. Concrete floor. Detailed Implementation

[0024] The principles and features of this utility model are described below with reference to the accompanying drawings. The examples given are only for explaining this utility model and are not intended to limit the scope of this utility model.

[0025] like Figures 1-4 As shown, a wall surface plaster-free construction template of this embodiment includes two sets of raised stamping steel plates 1 and a formwork support assembly. The two sets of raised stamping steel plates 1 are arranged in parallel and opposite to each other, and the two sets of raised stamping steel plates 1 are tightened and fixed by the formwork support assembly. Each set of raised stamping steel plates 1 has multiple stamping protrusions 11 on one side surface, and the stamping protrusions 11 of the two sets of raised stamping steel plates 1 are arranged opposite to each other.

[0026] The height of the stamped protrusion 11 is 3-5mm, and the diameter is 20mm. The protrusion is set on the stamping steel plate 1, which makes the template surface easy to clean during use. The protrusion is on the inside of the template and is in direct contact with the concrete. After the template is removed, the concrete surface is a uniform concave surface.

[0027] like Figure 1 , Figure 3 and Figure 4 As shown, in a preferred embodiment, the stamping protrusion 11 is a hemispherical structure.

[0028] like Figure 1 As shown in this embodiment, multiple stamping protrusions 11 are evenly arranged on one side surface of each group of protrusion stamping steel plate 1.

[0029] like Figure 2 As shown, each set of convex stamping steel plates 1 in this embodiment includes at least two convex stamping steel plates 1, and adjacent two convex stamping steel plates 1 are connected and fixed by connectors 2.

[0030] like Figure 2 As shown, in this embodiment, the vertical edge of the convex stamped steel plate 1 is provided with an outwardly protruding connecting strip 12, and the connecting strips 12 of two adjacent convex stamped steel plates 1 are connected and fixed by a connector 2. By setting the connecting strip, it is convenient to connect and fix two adjacent convex stamped steel plates.

[0031] like Figure 2 As shown, optionally, the connector 2 is a bolt assembly or a pin assembly.

[0032] like Figures 2-4As shown, the formwork assembly in this embodiment includes an aluminum alloy frame 3 and back ribs 31. Each set of protruding stamped steel plates 1 has an aluminum alloy frame 3 on its other side surface. The outer side of each aluminum alloy frame 3 has horizontally arranged back ribs 31. The back ribs 31 of the two sets of aluminum alloy frames 3 are arranged one-to-one in the horizontal direction, and the corresponding set of back ribs 31 is tightened and fixed by a tensioning assembly. By setting the aluminum alloy frame and back ribs, the tensioning and fixing between the two protruding stamped steel plates is facilitated. The back ribs are square steel back ribs, which can prevent deformation at the corners and other parts of the formwork during assembly, and ensure the overall squareness and flatness of the wall.

[0033] like Figure 4 As shown, the tensioning assembly in this embodiment includes a pull tab 4 and a clamp 41. The pull tab 4 is arranged through two sets of protruding stamped steel plates 1 and two sets of aluminum alloy frames 3. The two ends of the pull tab 4 are respectively engaged and fixed to the corresponding back ribs 31 by the clamp 41. By adopting the pull tab reinforcement system, it is possible to avoid drilling holes in the template and leaving no holes on the wall surface after demolding, which greatly reduces the risk of external wall leakage and the cost of internal wall sealing. This saves on wall hole sealing materials and reduces labor costs.

[0034] Specifically, the pull tab 4 is a stainless steel pull tab.

[0035] like Figure 3 and Figure 4 As shown, in this embodiment, there is also a binding steel bar 5 between the two sets of protruding stamped steel plates 1.

[0036] The aluminum alloy frame in this embodiment has a thickness of 6mm and a weight of 7kg / m. 2 The high-strength aluminum alloy is cut and assembled into a frame through welding and riveting, and then custom-made 2.5mm stamped steel plates are used. Construction using a high-strength aluminum alloy frame has lower requirements for seasonal construction, high tensile strength and yield strength, and excellent performance in resisting loads and lateral stresses. It can prevent deformation under different forces during construction, effectively ensuring the verticality, flatness, and cross-sectional dimensions of the wall.

[0037] The aluminum alloy frame is assembled and fabricated to form a standard frame that is 400mm wide and 2500mm long. In order to avoid porosity, slag inclusion, undercut, incomplete penetration, cracks and other issues during the welding process, the oxide layer on the surface of the base material, temperature and humidity, and welding materials are strictly controlled from the source before welding. The stamped steel plate 1 with protrusions with a height of 3-5mm, a diameter of 10mm and a spacing of 20mm is assembled and welded to the aluminum alloy frame. After welding, the weld points are ground and rust-proofed, and then placed on the concrete ground 6. Repeat the above steps to produce a sufficient number of templates according to the detailed design drawings for aluminum formwork. The templates should be numbered, categorized, and stacked according to the unit type requirements. After the on-site wall and column reinforcement binding is completed, and the water, electricity, and ventilation pre-installations are completed and approved by the construction and supervision units, install the templates. First, assemble one side of the wall templates, placing steel tie rods at the template joints. The bottom tie rod should be at least 200mm from the ground, with a rectangular arrangement of ≤450mm spacing. The pin and pin placement should correspond to the tie rod positions. Assemble and fix multiple template pieces. After assembling one side of the templates, assemble the other side of the templates following the same steps. Arrange on the outside of the templates... The square steel back ribs are reinforced and leveled; in accordance with the requirements of GB50204-2015 Code for Acceptance of Construction Quality of Concrete Structures, test blocks cured under the same conditions are retained; after the concrete is poured, the wall side formwork is removed when the strength of the test blocks cured under the same conditions reaches more than 50% of the design strength, and the floating dust on the formwork surface is cleaned in time, and a water-based release agent is applied and left for the next layer for later use; before using this device, the surface is coated with a water-based release agent. The purpose of the release agent is to facilitate demolding after the concrete is poured, to avoid the formwork and concrete contact parts from sticking to the structural surface and affecting the appearance quality, and at the same time to facilitate the cleaning and maintenance of the formwork surface, and to enhance the turnover rate of the formwork.

[0038] This embodiment uses a high-strength aluminum alloy frame assembled with custom-made stamped steel panels. High-strength aluminum alloy was chosen because of its excellent corrosion resistance, durability, lightweight nature, and ease of processing, reducing construction costs and environmental impact. The use of standardized stamping dies for the steel panels effectively ensures the correct height, density, and spacing of the raised points.

[0039] The wall surface formwork without grouting described in this embodiment is applicable to walls, beams, and other structures, offering strong versatility and flexibility. It eliminates the need for roughening and grouting, is easy to transport, and boasts excellent dismantling performance and high practicality, providing convenience and effective protection for concrete construction. Furthermore, the wall surface formwork can be reused multiple times, achieving material conservation and cost savings, resulting in high economic benefits.

[0040] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.

[0041] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this utility model, "a plurality of" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0042] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components, unless otherwise explicitly limited. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0043] In this utility model, unless otherwise explicitly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.

[0044] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification, as well as the features of different embodiments or examples.

[0045] Although embodiments of the present invention have been shown and described above, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention. Those skilled in the art can make changes, modifications, substitutions and variations to the above embodiments within the scope of the present invention.

Claims

1. A wall surface plaster-free construction template, characterized in that, It includes two sets of stamped steel plates with raised dots and a support mold assembly. The two sets of stamped steel plates with raised dots are arranged in parallel and opposite to each other, and are tightened and fixed by the support mold assembly. Each set of stamped steel plates has multiple stamped dots on one side surface, and the stamped dots of the two sets of stamped steel plates are arranged opposite to each other. The height of the stamped dots is 3~5mm and the diameter is 20mm. The stamping protrusions are hemispherical structures; multiple stamping protrusions are evenly arranged on one side surface of each group of stamping steel plates; each group of stamping steel plates includes at least two stamping steel plates with protrusions, and adjacent stamping steel plates with protrusions are connected and fixed by connectors; the vertical edges of the stamping steel plates with protrusions are provided with outwardly protruding connecting strips, and the connecting strips of adjacent stamping steel plates with protrusions are connected and fixed by connectors; the connectors are bolt assemblies or pin assemblies; The formwork assembly includes an aluminum alloy frame and back ribs. Each set of stamped steel plates with protrusions has an aluminum alloy frame on its other side surface. The outer side of each aluminum alloy frame has horizontally arranged back ribs. The back ribs of the two sets of aluminum alloy frames are arranged in a one-to-one correspondence in the horizontal direction. The corresponding set of back ribs is tightened and fixed by a tensioning assembly. The tensioning assembly includes a pull tab and a clamp. The pull tab passes through both sets of stamped steel plates with protrusions and both sets of aluminum alloy frames. Both ends of the pull tab are respectively engaged and fixed to the corresponding back ribs by clamps. The pull tab is made of stainless steel. Binding steel bars are also provided between the two sets of stamped steel plates with protrusions.

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