Construction method of curved surface modeling decorative wall surface

By combining anchoring components, adjustable support devices, and prestressed steel reinforcement components, the problems of scaffold adaptability and formwork stability in traditional curved wall construction are solved, achieving high-precision, stable, and economical curved wall construction results.

CN120946103APending Publication Date: 2025-11-14SHENZHEN JIANYI DECORATION GROUP
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Patent Information

Application Number
CN202511385545.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-09-26
Publication Date
2025-11-14

AI Technical Summary

Technical Problem

Traditional curved wall construction suffers from poor scaffold adaptability, insufficient shaping precision, poor formwork stability and unsatisfactory forming effect during large-span construction, which affects the durability and aesthetics of the decorative wall surface.

Method used

By employing anchoring components, adjustable support devices, and prestressed steel reinforcement components, combined with a formwork system, high-precision control of the curvature of the curved surface and load distribution are achieved through the dynamic adjustment of the adjustable support devices and the prestressed steel reinforcement mesh. Standardized installation procedures are used to replace customized molds.

Benefits of technology

It achieves high-precision shaping of curved walls, improves crack resistance and structural stability, shortens the construction cycle and reduces costs, while ensuring the construction quality of large-span curved shapes.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses a construction method of a curved surface modeling decorative wall surface, and relates to the technical field of building construction. The construction method of the curved surface modeling decoration wall surface comprises the following steps of installing an anchoring assembly on a foundation wall body, installing an adjustable supporting device and arranging a prestressed reinforcement assembly, specifically, binding transverse reinforcements on a fixing plate on the outer surface of a movable sleeve rod through binding reinforcements, and then installing longitudinal reinforcements along the track of the transverse reinforcements; the curved surface formwork system is installed; an inner-layer formwork and an outer-layer formwork are installed along the curved surface contour of the prestressed reinforcement assembly; concrete is poured; the concrete is poured between the inner-layer formwork and the outer-layer formwork to form a curved surface shaped concrete wall body; precise control and rapid adjustment of the radian of the curved surface of the wall surface are achieved, the crack resistance and the structural stability of the concrete wall body are enhanced, and the construction efficiency is remarkably improved.
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Description

Technical Field

[0001] This invention relates to the field of building construction technology, specifically to a method for constructing curved decorative walls. Background Technology

[0002] Building wall construction is a crucial part of building engineering, mainly referring to the construction of the vertical enclosure or partition structure of a building through standardized processes. The construction process typically includes key steps such as base treatment, positioning and layout, material preparation (e.g., blocks, concrete, or lightweight panels), wall masonry / pouring, mortar joint treatment, and the installation of structural columns and ring beams. Modern construction must strictly adhere to the masonry principles of "horizontal and vertical alignment, full mortar, and staggered joints," and comprehensively utilize seismic structural measures such as steel mesh and tie bars. With technological advancements, prefabricated wall construction is becoming increasingly common, improving efficiency through factory prefabrication and on-site assembly. The quality of wall construction directly affects the building's load-bearing capacity, sound and heat insulation effects, and durability. During construction, it is necessary to simultaneously consider the pre-embedding of water and electricity pipelines, reinforcement of door and window openings, and other coordinated work to ultimately form a complete building envelope system that meets design strength and verticality requirements.

[0003] Curved decorative walls are widely used in the construction industry, but traditional construction methods have obvious limitations: fixed supports are difficult to adapt to complex curvature changes, resulting in insufficient shape accuracy; after concrete pouring, cracks are prone to occur due to stress concentration; the construction process relies on customized molds, which is costly and time-consuming; in the existing technology, it is difficult to balance structural strength and shape freedom by using precast curved components or on-site manual shaping, especially in the construction of large-span curved walls, there are common problems such as poor stability of the formwork support system, inaccurate positioning of steel bars, and poor concrete forming effect, which affect the durability and aesthetics of the decorative wall. Summary of the Invention

[0004] To address the shortcomings of existing methods, this invention provides a construction method for curved decorative walls, thereby solving the problems mentioned in the background art regarding the poor adaptability of supports, insufficient shaping accuracy, poor formwork stability during large-span construction, and unsatisfactory forming effect in traditional curved wall construction.

[0005] To solve the above problems, the present invention provides the following technical solution: a method for constructing curved decorative walls, comprising the following steps: Install anchoring components on the foundation wall: embed anchoring components on the surface of the foundation wall, and fix the anchoring components to the foundation wall by anchoring rods on the back of the steel plate base; Install the adjustable support device: Fix the flange of the adjustable support device to the front of the steel plate base, adjust the position of the movable sleeve of the adjustable support device according to the required wall curvature, adjust the adjustable support device to the support length and lock it with the fastening nut; Installing prestressed steel reinforcement components: Horizontal steel bars are tied to the fixing plate on the outer surface of the movable sleeve rod by binding steel bars, and then longitudinal steel bars are installed along the trajectory of the horizontal steel bars, and fixed at the intersection of the steel bars by fixing nodes; Install the curved formwork system: Install the inner and outer formwork along the curved contour of the prestressed steel reinforcement assembly; Pouring concrete: Pouring concrete between the inner and outer formwork to form a curved concrete wall; Demolding and post-treatment: After the concrete has cured, the formwork is removed and a surface decoration layer is installed on the surface of the concrete wall.

[0006] Preferably, the anchor rod is welded to the back of the steel plate base, and the front of the steel plate base is welded with a mounting screw, the outer surface of which is threaded with a mounting nut.

[0007] Preferably, the outer surface of the flange is provided with mounting holes, the mounting screw passes through the mounting holes, and the flange is fixed to the front of the steel plate base by the mounting screw and the mounting nut.

[0008] Preferably, a support rod is welded to the middle of the outer surface of the flange, the movable sleeve is sleeved on the end of the support rod away from the flange, the fastening nut is threaded to the outer surface of the support rod, and the fastening nut is located outside the movable sleeve.

[0009] Preferably, a connecting plate is welded to the end of the support rod away from the flange, and the outer surface of the connecting plate is fitted inside the movable sleeve rod.

[0010] Preferably, the fixing plate is welded to the outer surface of the movable sleeve rod, and the outer surface of the fixing plate has a reinforcing bar through hole, through which the binding reinforcing bar passes.

[0011] Preferably, a limiting ring is welded to the inner surface of the movable sleeve, and the limiting ring is linearly arranged along the inner surface of the movable sleeve.

[0012] This invention provides a method for constructing curved decorative walls. It offers the following advantages: 1. This method for constructing curved decorative walls achieves high-precision dynamic adjustment of the curvature of the curved surface by using the telescopic cooperation between the movable sleeve rod and the support rod of the adjustable support device, combined with the linear guidance of the limit retaining ring and the rigid locking of the fastening nut. This solves the problem that traditional fixed supports are difficult to adapt to complex curvature changes.

[0013] 2. The construction method of this curved decorative wall uses prestressed steel reinforcement components. The horizontal and vertical steel reinforcements form a spatial stress grid through fixed nodes. Prestress is applied before concrete pouring, which effectively disperses the structural load and inhibits shrinkage cracks, significantly improving the crack resistance and long-term durability of the curved wall.

[0014] 3. The construction method for this curved decorative wall surface uses a modular design of anchoring components, adjustable support devices and template system to replace customized mold construction with a standardized installation process, which greatly shortens the construction period and reduces the overall cost, while ensuring the structural stability and decorative completion of the large-span curved surface. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the construction of the curved decorative wall surface of the prestressed support structure of the present invention; Figure 2 This is a schematic diagram of the structure for installing the prestressed steel reinforcement assembly of the present invention; Figure 3 This is a schematic diagram of the structure for installing the inner and outer templates of the present invention; Figure 4 This is a schematic diagram of the structure for pouring concrete into the wall according to the present invention; Figure 5 This is a schematic diagram of the structure of the anchoring assembly of the present invention; Figure 6 This is a schematic diagram of the adjustable support device of the present invention; Figure 7 This is a schematic diagram of the internal structure of the movable sleeve of the present invention; Figure 8 This is a schematic diagram of the connection structure between the anchoring component and the adjustable support device of the present invention.

[0016] In the diagram: 1. Foundation wall; 2. Anchoring assembly; 201. Steel plate base; 202. Anchor rod; 203. Mounting screw; 3. Adjustable support device; 301. Flange; 302. Mounting hole; 303. Support rod; 304. Movable sleeve rod; 305. Connecting plate; 306. Fastening nut; 307. Fixing plate; 308. Rebar perforation; 309. Limiting retaining ring; 4. Prestressed steel reinforcement assembly; 401. Transverse reinforcement; 402. Longitudinal reinforcement; 403. Fixing node; 5. Inner formwork; 6. Outer formwork; 7. Concrete wall; 8. Mounting nut; 9. Tie reinforcement. Detailed Implementation

[0017] The present invention will now be described in further detail with reference to the accompanying drawings and specific embodiments. The embodiments of the present invention are given for illustrative and descriptive purposes only, and are not intended to be exhaustive or to limit the invention to the forms disclosed. Many modifications and variations will be apparent to those skilled in the art. The embodiments were chosen and described to better illustrate the principles and practical application of the invention, and to enable those skilled in the art to understand the invention and design various embodiments with various modifications suitable for a particular purpose.

[0018] Example 1 like Figures 1-8 As shown, the present invention provides a technical solution: a construction method for curved decorative wall surfaces, comprising the following steps: Anchoring component 2 is installed on the foundation wall 1: Anchoring component 2 is pre-embedded on the surface of foundation wall 1, and anchoring component 2 is fixed to foundation wall 1 by anchoring rod 202 on the back of steel plate base 201. Install the adjustable support device 3: Fix the flange 301 of the adjustable support device 3 to the front of the steel plate base 201, adjust the position of the movable sleeve 304 of the adjustable support device 3 according to the required wall curvature, adjust the adjustable support device 3 to the support length and lock it with the fastening nut 306. Layout of prestressed steel reinforcement assembly 4: tie transverse steel reinforcement 401 on the fixing plate 307 on the outer surface of the movable sleeve rod 304 by tying steel reinforcement 9, and then install longitudinal steel reinforcement 402 along the trajectory of transverse steel reinforcement 401, and fix it at the intersection of steel reinforcement by fixing node 403. Install the curved formwork system: Install the inner formwork 5 and the outer formwork 6 along the curved contour of the prestressed steel reinforcement assembly 4; Concrete pouring: Concrete is poured between the inner formwork 5 and the outer formwork 6 to form a curved concrete wall 7; Demolding and post-treatment: After the concrete has cured, the formwork is removed and a surface decoration layer is installed on the surface of the concrete wall 7.

[0019] Anchor rod 202 is welded to the back of steel plate base 201. Mounting screw 203 is welded to the front of steel plate base 201. Mounting nut 8 is threaded onto the outer surface of mounting screw 203.

[0020] The outer surface of the flange 301 has a mounting hole 302, and the mounting screw 203 passes through the mounting hole 302. The flange 301 is fixed to the front of the steel plate base 201 by the mounting screw 203 and the mounting nut 8.

[0021] A support rod 303 is welded to the middle of the outer surface of the flange 301. A movable sleeve rod 304 is sleeved on the end of the support rod 303 away from the flange 301. A fastening nut 306 is threaded onto the outer surface of the support rod 303 and is located outside the movable sleeve rod 304.

[0022] A connecting plate 305 is welded to the end of the support rod 303 away from the flange 301, and the outer surface of the connecting plate 305 is fitted inside the movable sleeve rod 304.

[0023] The fixing plate 307 is welded to the outer surface of the movable sleeve rod 304. The outer surface of the fixing plate 307 has a steel bar through hole 308, through which the binding steel bar 9 passes.

[0024] A limiting ring 309 is welded to the inner surface of the movable sleeve 304, and the limiting ring 309 is linearly arranged along the inner surface of the movable sleeve 304.

[0025] The specific steps of this embodiment are as follows: Install anchoring component 2: Drill holes in the surface of the foundation wall 1 and inject high-strength structural adhesive, insert anchor rod 202 into the holes and fix it, and anchor the anchor rod 202 welded to the back of the steel plate base 201 to the foundation wall 1 to ensure the base is stable.

[0026] Install the adjustable support device 3: Align the mounting hole 302 of the flange 301 with the mounting screw 203, insert it and lock it with the mounting nut 8. According to the design curvature, pull the movable sleeve 304 outward along the support rod 303. Control the curvature of the surface by adjusting the support length. Tighten the fastening nut 306 against the end of the movable sleeve 304 to lock the position. The limiting ring 309 is used to limit the movement direction of the movable sleeve 304.

[0027] Install the prestressed steel reinforcement assembly 4: Pass the tied steel reinforcement 9 through the steel reinforcement through hole 308 of the fixed plate 307 on the movable sleeve rod 304, first tie the transverse steel reinforcement 401 to the tied steel reinforcement 9, and then lay the longitudinal steel reinforcement 402 along its trajectory to form a grid. At the intersection of the steel reinforcement, the node 403 is fixed and reinforced by welding or special clips.

[0028] Install the curved formwork system: Assemble the inner formwork 5 and the outer formwork 6 along the curved outline of the steel mesh. The spacing between the formwork is determined by the designed wall thickness. The formwork is connected by bolts, and the joints are filled with sealant to prevent grout leakage.

[0029] Concrete pouring: Self-compacting fine aggregate concrete is poured from the top opening of the formwork, and compacted in layers by vibration. After pouring, a concrete wall with both structural strength and curved shape is formed.

[0030] Formwork removal and post-treatment: Remove the formwork after the concrete strength reaches 70% of the design value, water curing for no less than 14 days, apply interface agent to the surface of the concrete wall, and install stone or decorative panels to complete the finishing layer.

[0031] Obviously, the described embodiments are only a part of the embodiments of the present invention, and not all of them. All other embodiments obtained by those skilled in the art and related fields based on the embodiments of the present invention without inventive effort should fall within the scope of protection of the present invention. Structures, devices, and operating methods not specifically described and explained in the present invention, unless otherwise specified or limited, shall be implemented according to conventional means in the art.

Claims

1. A method for constructing a curved decorative wall surface, characterized in that, Includes the following steps: Anchoring components (2) are installed on the foundation wall (1): Anchoring components (2) are pre-embedded on the surface of the foundation wall (1), and the anchoring components (2) are fixed to the foundation wall (1) by anchoring rods (202) on the back of the steel plate base (201). Install the adjustable support device (3): Fix the flange (301) of the adjustable support device (3) to the front of the steel plate base (201), adjust the position of the movable sleeve (304) of the adjustable support device (3) according to the required wall curvature, adjust the adjustable support device (3) to the support length and lock it with the fastening nut (306). Install prestressed steel reinforcement assembly (4): Tie transverse steel reinforcement (401) on the fixing plate (307) on the outer surface of the movable sleeve rod (304) by tying steel reinforcement (9), and then install longitudinal steel reinforcement (402) along the trajectory of transverse steel reinforcement (401), and fix it at the intersection of steel reinforcement by fixing node (403); Install the curved formwork system: Install the inner formwork (5) and the outer formwork (6) along the curved contour of the prestressed steel reinforcement assembly (4); Concrete pouring: Concrete is poured between the inner formwork (5) and the outer formwork (6) to form a curved concrete wall (7); Demolding and post-treatment: After the concrete has cured, the formwork is removed and a surface decoration layer is installed on the surface of the concrete wall (7).

2. The construction method for a curved decorative wall surface according to claim 1, characterized in that: The anchor rod (202) is welded to the back of the steel plate base (201), and the front of the steel plate base (201) is welded with a mounting screw (203), and the outer surface of the mounting screw (203) is threaded with a mounting nut (8).

3. The construction method for a curved decorative wall surface according to claim 2, characterized in that: The flange (301) has a mounting hole (302) on its outer surface. The mounting screw (203) passes through the mounting hole (302). The flange (301) is fixed to the front of the steel plate base (201) by the mounting screw (203) and the mounting nut (8).

4. The construction method for a curved decorative wall surface according to claim 1, characterized in that: A support rod (303) is welded to the middle of the outer surface of the flange (301). The movable sleeve rod (304) is sleeved on the end of the support rod (303) away from the flange (301). The fastening nut (306) is threaded to the outer surface of the support rod (303) and is located outside the movable sleeve rod (304).

5. The construction method for a curved decorative wall surface according to claim 4, characterized in that: A connecting plate (305) is welded to one end of the support rod (303) away from the flange (301), and the outer surface of the connecting plate (305) is fitted inside the movable sleeve rod (304).

6. The construction method for a curved decorative wall surface according to claim 1, characterized in that: The fixing plate (307) is welded to the outer surface of the movable sleeve rod (304), and the outer surface of the fixing plate (307) is provided with a steel bar through hole (308), through which the binding steel bar (9) passes.

7. The construction method for a curved decorative wall surface according to claim 1, characterized in that: A limiting ring (309) is welded to the inner surface of the movable sleeve (304), and the limiting ring (309) is linearly arranged along the inner surface of the movable sleeve (304).