A crack-resistant structure with reverse tension between frame beam and infill wall
By setting up a reinforced structure and a wall top filler layer between the frame beam and the filling wall, the gap problem caused by material shrinkage in traditional construction is solved, and the aesthetics and waterproof effect of the crack-resistant structure are achieved.
Patent Information
- Application Number
- CN202421485773.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-27
- Publication Date
- 2025-04-04
- Estimated Expiration
- 2034-06-27
AI Technical Summary
The gaps between traditional frame beams and fill walls due to material shrinkage make the decorative surface easy to create cracks, affecting the appearance, and may cause exterior wall leakage.
By connecting the reinforced structures on the inner wall of the filling wall, including structural columns, wall top filler layers and structural anti-hanging columns, these structures are fixed to make them firmly connected to the frame beam, thereby filling the wall top filler layers in the gaps, providing additional support to avoid gaps between the frame beam and the wall.
It effectively avoids the gap between the frame beam and the filling wall, ensures the aesthetics of the crack-resistant structure, and prevents the occurrence of exterior wall leakage.
Smart Images
Figure CN222716285U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a reverse-pull anti-crack structure between a frame beam and a filling wall, in particular to a reverse-pull anti-crack structure between a frame beam and a filling wall. Background Art
[0002] With the continuous rapid development of my country's construction technology, the conventional construction cycle is getting faster and faster. After the bottom of the traditional frame beam and the top of the filling wall are filled and compacted with fine stone concrete or mortar, after a certain period of time, due to the shrinkage of the two materials, gaps will appear between the frame beam, the filling wall and the filling mortar. In this way, the various materials will lose mutual support, resulting in an increase in the service load between the frame beam, the filling wall and the filling mortar, making the decorative surface layer of this part particularly prone to cracks, affecting the beauty of the external decorative surface of the anti-crack structure between the frame beam and the filling wall, and even causing leakage in the exterior wall. Summary of the invention
[0003] The utility model aims to solve the problems existing in the above-mentioned prior art and provides a crack-resistant structure with reverse pull between frame beams and filling walls, thereby ensuring the beauty of the outer decorative surface of the crack-resistant structure with reverse pull between frame beams and filling walls and avoiding leakage of outer walls.
[0004] The utility model adopts a technical solution to solve its technical problems: the anti-cracking structure with counter-tension between the frame beam and the filling wall includes a filling wall and a frame column, the inner wall of the filling wall is connected with a reinforcement structure, the reinforcement structure includes a structural column and a wall top filling layer, the outer wall of the structural column is fixedly connected to the inner wall of the filling wall, the upper part of the outer wall of the structural column is fixedly connected to the inner wall of the wall top filling layer, and the front and rear sides of the outer wall of the wall top filling layer are respectively fixedly connected with structural anti-hanging columns.
[0005] For further improvement, the tops of the two structural anti-hanging columns are fixedly connected with frame beams.
[0006] Further improvement, the bottom of the wall top filling layer is fixedly connected to the top of the filling wall.
[0007] For further improvement, the top of the wall top filling layer is fixedly connected to the bottom of the frame beam.
[0008] For further improvement, the front and rear sides of the filling wall are respectively fixedly connected to the inner sides of the frame columns.
[0009] For further improvement, the inner top of the frame column is fixedly connected to the end of the frame beam.
[0010] The beneficial effect of the utility model is as follows: the utility model fixes the structural columns and the structural inverted hanging columns by filling the walls in the reinforcement structure, so that a gap is left between the filled wall and the frame beam, and then the wall top filling layer is filled in the gap, so that the filled wall top filling layer is fixed to the structural columns and the structural inverted hanging columns, so that in addition to the wall top filling layer, another support is provided to the filled wall and the frame beam by the structural columns and the structural inverted hanging columns, which can avoid the generation of gaps between the frame beam and the wall, ensure the beauty of the external decorative surface of the anti-cracking structure of the counter-pull between the frame beam and the filled wall, and avoid the leakage of the external wall caused by the anti-cracking structure of the counter-pull between the frame beam and the filled wall. BRIEF DESCRIPTION OF THE DRAWINGS
[0011] Figure 1 It is a schematic diagram of the structure of the utility model;
[0012] Figure 2 for Figure 1 Schematic diagram of the structure of the middle structural column;
[0013] Figure 3 for Figure 1 The structural diagram of A in the figure;
[0014] Figure 4 for Figure 1 Schematic diagram of the structure of the anti-hanging column.
[0015] Explanation of the reference numerals: 1. Filling wall, 2. Reinforcement structure, 201. Structural column, 202. Wall top filling layer, 203. Structural anti-hanging column, 3. Frame beam, 4. Frame column. DETAILED DESCRIPTION
[0016] The utility model is further described below in conjunction with the accompanying drawings: Embodiment 1:
[0017] Referring to the accompanying drawings: In this embodiment, a crack-resistant structure for reverse tension between a frame beam and a filling wall comprises a filling wall 1 and a frame column 4, the inner wall of the filling wall 1 is connected with a reinforcement structure 2, the reinforcement structure 2 comprises a structural column 201 and a wall top filling layer 202, the outer wall of the structural column 201 is fixedly connected to the inner wall of the filling wall 1, the wall top filling layer 202 is fine stone concrete, the upper part of the outer wall of the structural column 201 is fixedly connected to the inner wall of the wall top filling layer 202, the structural column 201 and the structural reverse hanging column 203 are both made of reinforced concrete, and the front and rear sides of the outer wall of the wall top filling layer 202 are respectively fixedly connected with the structural reverse hanging column 203;
[0018] By filling the wall 1 in the reinforcement structure 2, the structural column 201 and the structural inverted hanging column 203 are fixed, so that a gap is left between the filled wall 1 and the frame beam 3, and then the wall top filling layer 202 is filled in the gap, so that the filled wall top filling layer 202 is fixed to the structural column 201 and the structural inverted hanging column 203. In this way, the structural column 201 and the structural inverted hanging column 203 provide another support for the filled wall 1 and the frame beam 3 in addition to the wall top filling layer 202, which can avoid the generation of gaps between the frame beam 3 and the wall, ensure the beauty of the external decorative surface of the anti-cracking structure of the counter-tension between the frame beam and the filled wall, and avoid the leakage of the external wall caused by the anti-cracking structure of the counter-tension between the frame beam and the filled wall.
[0019] The tops of the two structural anti-hanging columns 203 are fixedly connected to the frame beam 3, the bottom of the wall top filling layer 202 is fixedly connected to the top of the filling wall 1, the top of the wall top filling layer 202 is fixedly connected to the bottom of the frame beam 3, the frame column 4 and the frame beam 3 are both made of reinforced concrete, the front and rear sides of the filling wall 1 are respectively fixedly connected to the inner side of the frame column 4, and the inner top of the frame column 4 is fixedly connected to the end of the frame beam 3.
[0020] Working principle:
[0021] The anti-crack structure between the frame beam and the infill wall is used for:
[0022] When constructing the frame structure of a traditional building, the frame columns 4 and frame beams 3 are constructed first, and then the infill wall 1 is gradually built on the ground or floor inside the two frames 4 to about 30 mm below the frame beam 3. The infill wall 1 and the frame column 4 are connected by tie steel bars according to the specification. After a certain period of time after the completion of the infill wall 1, the structural columns 201 and the structural reverse hanging columns 203 are fixed to the bottom of the frame beam 3 by supporting the formwork and pouring concrete. Finally, the gap between the top of the remaining infill wall 1 and the bottom of the frame beam 3 is filled and compacted by the wall top filling layer 202. By densely setting the wall structural columns or reverse hanging structural columns to constrain the infill wall, the deformation calculation length between the top of the infill wall and the bottom of the frame beam is greatly reduced, which avoids the excessive shrinkage deformation of the top of the infill wall and the cracking of the exterior wall paint layer to the greatest extent, and also ensures the beauty of the exterior decorative surface between the frame beam and the infill wall.
[0023] Although the present invention has been shown and described with reference to the preferred embodiments, it will be understood by those skilled in the art that various changes in form and details may be made therein within the scope of the claims.
Claims
1. A crack-resistant structure with reverse tension between a frame beam and an infill wall, comprising an infill wall (1) and a frame column (4), characterized in that: The inner wall of the filling wall (1) is connected to a reinforcement structure (2); The reinforcement structure (2) comprises a structural column (201) and a wall top filling layer (202); the outer wall of the structural column (201) is fixedly connected to the inner wall of the filling wall (1); the upper part of the outer wall of the structural column (201) is fixedly connected to the inner wall of the wall top filling layer (202); and structural reverse hanging columns (203) are respectively fixedly connected to the front and rear sides of the outer wall of the wall top filling layer (202).
2. The anti-crack structure of the frame beam and the infill wall according to claim 1 is characterized by: The tops of the two structural anti-hanging columns (203) are both fixedly connected to a frame beam (3).
3. The anti-crack structure of the frame beam and the infill wall according to claim 1 is characterized by: The bottom of the wall top filling layer (202) is fixedly connected to the top of the filling wall (1).
4. The anti-crack structure of the frame beam and the infill wall according to claim 1 is characterized by: The top of the wall top filling layer (202) is fixedly connected to the bottom of the frame beam (3).
5. The anti-crack structure of the frame beam and the infill wall according to claim 1 is characterized by: The front and rear sides of the filling wall (1) are respectively fixedly connected to the inner sides of the frame columns (4).
6. The anti-crack structure of the frame beam and the infill wall according to claim 1 is characterized by: The inner top of the frame column (4) is fixedly connected to the end of the frame beam (3).