Anti-falling structure for plastering layer of outer wall of building
By setting screw holes and grooves in the wall, installing steel screws, and using closed rings and mesh structures, the problem of plaster layer detachment in the wire mesh plastering technique is solved, achieving more stable construction quality and durability.
Patent Information
- Application Number
- CN202423183872.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-23
- Publication Date
- 2026-01-20
- Estimated Expiration
- 2034-12-23
AI Technical Summary
The wire mesh plastering technique is prone to hollowing and micro-cracks in the plaster layer during construction, which can lead to adhesion failure and large-scale peeling, affecting building safety and service life.
Screw holes are set in the wall and a groove wider than the screw holes is formed. Steel screws are installed and connected by closed rings. Combined with a mesh structure and a waterproof layer, the connection strength and stability between the plaster layer and the wall are enhanced.
It effectively prevents plaster layer peeling, improves construction quality, enhances the durability and overall strength of building exterior walls, reduces hollow areas and cracks, and ensures safety and thermal insulation performance.
Smart Images

Figure CN223813876U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building construction, specifically relates to a building outer wall plastering layer anti -drop structure. BACKGROUND
[0002] In building engineering, especially the plastering construction of single building ground outer wall, the hanging net slurry plastering technology has become a mainstream construction method. This technology lays the mesh cloth (i.e. hanging net) on the wall base, then uses specific slurry process to form stronger bonding force between the plastering layer and the wall base, and finally completes the plastering work. The hanging net slurry plastering technology aims to improve the durability and overall strength of the outer wall to cope with the potential impact of environmental changes (such as temperature fluctuations, humidity changes) on the wall.
[0003] However, in practical application, the hanging net slurry plastering technology also exposes some key problems. First of all, the control of construction quality is crucial. If the laying of mesh cloth is uneven, the density and uniformity of slurry are insufficient, or the proportioning of plastering materials is improper, it may cause hollowing and micro-cracks inside the plastering layer. These early defects will gradually expand in the subsequent use process with the continuous action of external environmental factors (such as wind and rain erosion, temperature change), eventually leading to the bonding failure between the plastering layer and the wall base.
[0004] Secondly, due to the use of mesh cloth in the hanging net slurry plastering technology, when the plastering layer appears hollowing or cracking, these defects often expand along the laying direction of the mesh cloth. This not only accelerates the damage speed of the plastering layer, but also makes the entire plastering layer more prone to large-area peeling. This peeling not only seriously affects the appearance and use function of the building, more importantly, it constitutes a serious safety hazard. The peeled plastering blocks may directly injure passing pedestrians or damage surrounding properties, posing a threat to people's life and property safety.
[0005] In addition, long-term hollowing and cracking phenomenon also reduces the thermal insulation performance of building envelope, increases energy consumption and shortens the service life of the building. UTILITY MODEL CONTENT
[0006] In order to overcome the shortcomings of the prior art, the present application provides a building outer wall plastering layer anti-peeling structure, aiming to provide more stable construction quality control, reduce the generation of hollowing and cracking, and at the same time improve the bonding strength between the plastering layer and the wall base, so as to ensure the stability and durability of the outer wall plastering layer.
[0007] The utility model discloses a technical means that solves its technical problem is: a building outer wall plastering layer anti -drop structure, its improvement lies in, including the wall, be provided with a plurality of screw holes in the wall, the recess is formed to the wall inside along the screw hole under the chisel, the recess width is greater than the screw hole, be provided with a plurality of steel screw of the both ends existence screw in a plurality of screw holes, the exposed end head position of the steel screw is crossed using the net structure on the wall outside, the both ends of steel screw are installed with the closed ring through the screw, a plurality of the exposed end of steel screw is connected respectively, the net structure surface carries out plastering layer construction.
[0008] The steel screw and the closed ring are sealed by waterproof sealing material in the technical scheme, and the both ends are sealed by waterproof mortar.
[0009] The net structure includes glass fiber net or steel wire net in the technical scheme.
[0010] The exposed end of the steel screw is wound or spot-welded by steel wire or iron wire in the technical scheme.
[0011] The depth and shape of the recess are matched with the size of the steel screw in the technical scheme, and the bottom of the recess is designed as flat or slightly arc.
[0012] The depth of the recess is 20-30mm, and the width of the screw hole is 40-50mm in the technical scheme.
[0013] The fiber material is added in the plastering layer in the technical scheme, including but not limited to polypropylene fiber and glass fiber.
[0014] The surface of the plastering layer on the wall is provided with a waterproof layer in the technical scheme, and the waterproof layer is made of waterproof material, such as waterproof paint and waterproof roll material.
[0015] The utility model has the advantages of:
[0016] The screw holes are arranged in the wall, and the recess with a width greater than the screw hole is formed on the wall inside along the screw hole, so that a stable foundation is provided for the subsequent installation of the steel screw; the setting of the steel screw not only enhances the overall structural strength of the wall, but also forms a more secure connection point through the installation of the threads at both ends of the steel screw and the closed ring, effectively preventing the plastering layer from falling off; the net structure passes through the exposed end head position of the steel screw, which not only strengthens the connection between the plastering layer and the wall, but also makes the construction process more convenient; the use of the net structure, such as glass fiber net or steel wire net, can effectively increase the adhesion between the plastering layer and the wall, so that the plastering layer can maintain good stability and is not easy to fall off even under the influence of external environment. BRIEF DESCRIPTION OF DRAWINGS
[0017] Figure 1 A structure diagram of a building outer wall plastering layer anti-falling structure is shown in the embodiment of the utility model.
[0018] Figure 2 A structure diagram of a steel screw and a closed circular ring is shown in the embodiment of the utility model.
[0019] Figure 3 A schematic diagram of a mesh structure is shown in the embodiment of the utility model. DETAILED DESCRIPTION
[0020] The utility model will be further described in combination with the drawings and embodiments.
[0021] The concept, specific structure and generated technical effects of the utility model will be clearly and completely described in combination with embodiments and drawings to fully understand the purpose, features and effects of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all embodiments, and other embodiments obtained by those skilled in the art without creative labor based on the embodiments of the utility model all belong to the protection scope of the utility model. In addition, all the coupling / connection relations involved in the patent do not mean that the components directly connect, but means that a better coupling structure can be composed by adding or reducing coupling auxiliary components according to the specific implementation situation. The various technical features in the utility model creation can be interactively combined without mutual contradiction and conflict.
[0022] As Figure 1 shown, the application provides a building outer wall plastering layer anti-falling structure, which comprises a wall body 1, a plurality of screw holes 2 are arranged in the wall body 1, a groove 3 is formed in the inner side of the wall body 1 along the screw hole 2, the width of the groove 3 is greater than that of the screw hole 2; a plurality of steel screws 4 with threads at both ends are arranged in the plurality of screw holes 2, a mesh structure 5 is arranged on the outer side of the wall body 1 and passes through the exposed end position of the steel screw 4, a closed circular ring 6 is arranged at both ends of the steel screw 4 through the threads; the exposed ends of the plurality of steel screws 4 are connected respectively, and the surface of the mesh structure 5 is subjected to plastering layer construction.
[0023] Optionally, the screw holes 2 on the wall body 1 are uniformly distributed, and the distance between every two adjacent screw holes 2 is accurately calculated to ensure the overall stability of the wall body 1 and the uniform stress of the plastering layer; the shape of the screw hole 1 can be circular, oval or other shapes suitable for the insertion of the steel screw 4.
[0024] In a possible implementation, the steel screw 4 is sealed with waterproof sealing material after being installed with the closed ring 6, and the two ends are sealed with waterproof mortar. The waterproof sealing material should have excellent elasticity and water resistance, be able to tightly fit the gap between the steel screw 4 and the wall 1, and prevent water penetration; and the waterproof mortar should have high strength and good impermeability to ensure good waterproof performance under rain erosion.
[0025] In a possible implementation, the mesh structure 5 includes a glass fiber mesh or a steel wire mesh.
[0026] In a possible implementation, the exposed end of the steel screw 4 is wrapped or spot-welded with a steel wire or an iron wire.
[0027] In a possible implementation, the depth and shape of the groove 3 are matched with the size of the steel screw 4, the bottom of the groove 3 is designed to be flat or slightly arc-shaped to better fix the steel screw 4, and the sidewall of the groove 3 should be smooth and flat to reduce friction with the steel screw 4 and improve its stability.
[0028] In the scheme of the present application, first, a groove 3 with a depth of about 20-30 mm is formed in the screw hole 2 in the structural outer wall 1, and the size of the groove 3 is expanded by 40-50 mm compared with the size of the screw hole 2. Optionally, if the size of the screw hole 2 is 28 mm, the size of the groove 3 is 68-88 mm.
[0029] Then, a steel screw 4 with a diameter of 10 mm is placed along the outer wall screw hole 2, and the two ends of the steel screw 4 are threaded in advance to meet the installation of the closed ring 6.
[0030] After the steel screw 4 is installed, the screw hole 2 is closed, the middle side is sealed with waterproof sealing material, and the two ends are sealed with waterproof mortar.
[0031] The outer side of the outer wall is subjected to the hanging net and slurry throwing process, the glass fiber mesh or the steel wire mesh is passed through the exposed end position of the steel screw 4, and then the closed ring 6 is used for closing. Optionally, the size of the closed ring 6 is 60-80 mm in width and 3-5 mm in thickness, the glass fiber mesh or the steel wire mesh is displaced, and the later plaster layer is hollowed to cause large-area falling off. The inner side of the outer wall is also closed with the closed ring 6 to prevent displacement of the steel screw 4, and the groove 3 part is sealed with waterproof mortar.
[0032] After the closed ring 6 on the outer side of the outer wall is installed, the steel wire or the iron wire is used for wrapping or spot-welding at the end of the steel screw 4 to connect each steel screw 4. This has the benefits of: 1. strengthening the integrity between the steel screws, 2. preventing the closed ring from being displaced and falling off due to construction disturbance, and 3. further strengthening the integrity of the plaster layer of the outer wall.
[0033] Finally, the outer wall plastering layer construction is carried out.
[0034] In a possible implementation, a proper amount of fiber material, including but not limited to polypropylene fiber and glass fiber, is added in the plastering layer to improve the crack resistance and durability of the plastering layer.
[0035] In a possible implementation, a waterproof layer is arranged on the surface of the plastering layer on the outer side of the wall body, and the waterproof layer adopts waterproof material such as waterproof paint and waterproof roll material, so as to further improve the waterproof performance of the wall body and prevent water from penetrating to cause damage to the internal structure of the wall body and the plastering layer.
[0036] The above is a specific description of the preferred implementation of the utility model, but the utility model is not limited to the implementation, and those skilled in the art can make various equivalent modifications or replacements without departing from the spirit of the utility model, and these equivalent modifications or replacements are all included in the range defined by the claims of the application.
Claims
1. A structure for preventing plaster layer from peeling off the exterior wall of a building, characterized in that, The system includes a wall with several threaded holes. A groove is formed along the threaded holes on the inner side of the wall, and the width of the groove is greater than that of the threaded holes. Several steel screws with threads at both ends are installed in the threaded holes. A mesh structure passes through the exposed ends of the steel screws on the outer side of the wall. Closed rings are installed at both ends of the steel screws through the threads. The exposed ends of the steel screws are connected. A plaster layer is applied to the surface of the mesh structure.
2. The anti-detachment structure for exterior wall plaster layer as described in claim 1, characterized in that, The steel screw and the closed ring are sealed with waterproof sealant after installation, and both ends are sealed with waterproof mortar.
3. The anti-detachment structure for exterior wall plaster layer as described in claim 1, characterized in that, The mesh structure includes fiberglass mesh or steel wire mesh.
4. The anti-detachment structure for exterior wall plaster layer as described in claim 1, characterized in that, The exposed end of the steel screw is wrapped with steel wire or iron wire or spot-welded.
5. The anti-detachment structure for exterior wall plaster layer as described in claim 1, characterized in that, The depth and shape of the groove are matched to the size of the steel screw, and the bottom of the groove is designed to be flat or slightly curved.
6. The anti-detachment structure for exterior wall plaster layer as described in claim 1, characterized in that, The groove depth is 20-30mm, and the screw hole width is 40-50mm.