Vibrating rod for secondary structure pouring
By using heavy objects in vibrating in the vibrator during the pouring of secondary structure walls, the problem of concrete not being able to be filled uniformly is solved, the compactness and strength of concrete are improved, the quality of secondary structure is ensured and construction efficiency is improved.
Patent Information
- Application Number
- CN202420626434.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-28
- Publication Date
- 2025-03-07
- Estimated Expiration
- 2034-03-28
AI Technical Summary
During the pouring process of secondary structure walls, the concrete cannot be filled evenly, resulting in poor quality.
A vibrating rod including connecting rope, heavy hammer and heavy objects is used to generate vibration in the concrete through heavy objects, eliminate air bubbles, and improve the compactness and strength of the concrete.
By eliminating air bubbles in concrete, the compactness and strength of concrete are improved, the quality of secondary structure is ensured, and construction efficiency is improved, saving time and labor costs.
Smart Images
Figure CN222576168U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of building construction, and in particular to a vibrating rod for casting a secondary structure. Background Art
[0002] Some non-load-bearing concrete structures, structural columns, lintels and other parts that need to be completed before decoration in the frame, shear wall and frame-shear project are called secondary structures. Doing a good job in the construction of secondary structures during construction plays a very important role in ensuring the overall quality of the project.
[0003] During the construction process, the height required for pouring the secondary structure of the wall usually refers to the vertical height from the floor surface to the roof surface, and also includes the height from the floor surface to the roof platform surface. When the secondary structure of the wall is poured, the roof and the ground of the house have been completed. In order to facilitate the grouting of the secondary structure wall close to the top, it is generally necessary to leave an opening on the wall.
[0004] Leaving an angled plate on the wall can prevent the slurry in the mold from leaking out during grouting, and finally remove the excess cement at the angled plate. However, this grouting method allows the concrete to enter the secondary structural wall along with the angled plate and cannot be filled evenly. Utility Model Content
[0005] In order to make the filling of concrete more uniform, the present application provides a vibrating rod for secondary structure casting.
[0006] The present application provides a vibrating rod for secondary structure casting, which adopts the following technical solution:
[0007] A vibrating rod for secondary structure casting comprises a connecting rope and a heavy hammer and a heavy object arranged on both sides of the connecting rope. The connecting rope passes through the secondary structure wall, and the heavy hammer and the heavy object are respectively arranged on both sides of the secondary structure wall.
[0008] By adopting the above technical solution, the setting of the vibrating rod can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The heavy object generates vibration in the concrete, removes bubbles in the air, increases the friction between the concrete molecules, and becomes tighter, thereby improving the strength and durability of the concrete. When in use, one end of the heavy object is inserted into the secondary structure, and one end of the heavy hammer is outside the secondary structure. As the concrete is poured, the heavy object falls with the concrete, driving the heavy hammer to rise, which can improve construction efficiency, save time and labor costs, and ensure quality.
[0009] Optionally, the weight of the weight is less than the weight of the weight.
[0010] By adopting the above technical solution, when in use, the weight of the heavy object cannot exceed the weight of the hammer, otherwise the position of the heavy object cannot be adjusted to a position close to the top of the secondary structure wall before use, but the weight of the heavy object cannot be too light, otherwise the vibration effect will be poor.
[0011] Optionally, the weight of the weight is approximately 0.9-0.95 times that of the weight.
[0012] By adopting the above technical solution, the weight of the weight is set to 0.9-0.95 times of the weight, and it can also be ensured that the weight drops when the concrete falls, thereby ensuring uniform filling of the concrete and making the concrete more uniform.
[0013] Optionally, the cross-section of the weight is set to be triangular, and the tip of the weight faces the ground.
[0014] By adopting the above technical solution, the setting of the triangular cross section can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The heavy object generates vibration in the concrete, removes bubbles in the air, increases the friction between the concrete molecules, and makes them more compact, thereby improving the strength and durability of the concrete.
[0015] Optionally, a block is arranged inside the weight.
[0016] By adopting the above technical solution, the setting of the blocks can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The heavy objects generate vibrations in the concrete, remove bubbles in the air, increase the friction between the concrete molecules, and make them more compact, thereby improving the strength and durability of the concrete.
[0017] Optionally, a plurality of foam balls are arranged between the block and the inner wall of the weight, and the plurality of foam balls fill the entire space.
[0018] By adopting the above technical solution, the setting of the foam ball increases the internal density of the weight, improves the compactness and strength of the concrete, and thus ensures the quality of the secondary structure. The weight generates vibration in the concrete, removes the bubbles in the air, increases the friction between the concrete molecules, and makes them more compact, thereby improving the strength and durability of the concrete.
[0019] Optionally, an anti-slip sleeve is provided on the outer side of the connecting rope, and during use, the outer wall of the anti-slip sleeve is in direct contact with the secondary structure wall.
[0020] By adopting the above technical solution, the provision of the anti-slip sleeve reduces the wear of the connecting rope during the mutual movement of the heavy hammer and the heavy object, thereby extending the life of the vibrating rod and further reducing the cost required for pouring.
[0021] Preferably, a connecting block is provided between the weight and the weight connected at both ends of the connecting rope, and the connecting block can strengthen the connection between the weight and the weight.
[0022] By adopting the above technical solution, the provision of the connecting block can strengthen the connection between the weight and the weight, thereby reducing the possibility of the weight and the weight falling off during use.
[0023] In summary, the present application includes at least one of the following beneficial technical effects:
[0024] 1. The setting of pull ropes, weights, hammers, and vibrators can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The weights generate vibrations in the concrete, remove bubbles in the air, increase the friction between concrete molecules, and make them tighter, thereby improving the strength and durability of the concrete. When in use, extend one end of the weight into the secondary structure and one end of the hammer outside the secondary structure. As the concrete is poured, the weight drops with the concrete, driving the hammer to rise, which can improve construction efficiency, save time and labor costs, and ensure quality.
[0025] 2. The setting of squares, foam balls and triangular cross-sections can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The heavy objects generate vibrations in the concrete, remove bubbles in the air, increase the friction between concrete molecules, and make them more compact, thereby improving the strength and durability of the concrete;
[0026] 3. By setting up the anti-slip sleeve, the outer wall of the anti-slip sleeve is in direct contact with the secondary structure wall during use. The setting of the anti-slip sleeve reduces the wear of the connecting rope during the mutual movement of the heavy hammer and the heavy object, thereby extending the life of the vibrating rod and further reducing the cost required for pouring. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] Figure 1 It is a schematic diagram of the overall structure of this application.
[0028] Figure 2 It is a schematic diagram of the cross-sectional structure of this application.
[0029] Explanation of the accompanying reference numerals: 1. connecting rope; 2. heavy hammer; 3. heavy object; 4. block; 5. foam ball; 6. anti-slip cover. DETAILED DESCRIPTION
[0030] The following is combined with Figure 1-2 This application is described in further detail.
[0031] The embodiment of the present application discloses a vibrating rod for casting a secondary structure.
[0032] Reference Figure 1 and Figure 2 A vibrating rod for secondary structure casting comprises a connecting rope 1 and a heavy hammer 2 and a heavy object 3 arranged on both sides of the connecting rope 1. The connecting rope 1 passes through the secondary structure wall, and the heavy hammer 2 and the heavy object 3 are respectively on both sides of the secondary structure wall.
[0033] The setting of the vibrating rod can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The weight 3 generates vibration in the concrete, removes bubbles in the air, increases the friction between the concrete molecules, and becomes tighter, thereby improving the strength and durability of the concrete. When in use, one end of the weight 3 is inserted into the secondary structure, and one end of the heavy hammer 2 is outside the secondary structure. As the concrete is poured, the weight 3 falls with the concrete, driving the heavy hammer 2 to rise, which can improve construction efficiency, save time and labor costs, and ensure quality.
[0034] Reference Figure 1 and Figure 2 , the weight of the weight 3 is less than the weight of the weight 2. The weight of the weight is about 0.9-0.95 times that of the weight. Setting the weight of the weight to 0.9-0.95 times that of the weight can also ensure that the weight falls when the concrete falls, thereby ensuring that the concrete is filled evenly. Setting the weight of the weight 3 to 0.9-0.95 times that of the weight can also ensure that the weight 3 falls when the concrete falls, thereby ensuring that the concrete is filled evenly, making the concrete more uniform.
[0035] The cross section of the weight 2 is set to be triangular, and the tip of the weight 2 faces the ground. The setting of the triangular cross section can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The weight 3 generates vibration in the concrete, removes bubbles in the air, increases the friction between the concrete molecules, and becomes more compact, thereby improving the strength and durability of the concrete.
[0036] Reference Figure 1 and Figure 2 , a block 4 is arranged inside the weight 2. The arrangement of the block 4 can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. The weight 3 generates vibration in the concrete, removes bubbles in the air, increases the friction between the concrete molecules, and makes them more compact, thereby improving the strength and durability of the concrete.
[0037] Reference Figure 1 and Figure 2A plurality of foam balls 5 are arranged between the block 4 and the inner wall of the weight 2, and the plurality of foam balls 5 fill the entire space. The arrangement of the foam balls 5 increases the internal density of the weight 2, improves the compactness and strength of the concrete, and thus ensures the quality of the secondary structure. Vibration is generated in the concrete by the weight 3, and bubbles in the air are removed, so that the friction between the concrete molecules is increased, and the concrete becomes more compact, thereby improving the strength and durability of the concrete.
[0038] The outer side of the connecting rope 1 is provided with an anti-skid sleeve 6. During use, the outer wall of the anti-skid sleeve 6 is in direct contact with the secondary structure wall. The provision of the anti-skid sleeve 6 reduces the wear of the connecting rope 1 during the mutual movement of the heavy hammer 2 and the weight 3, thereby extending the life of the vibrating rod and further reducing the cost required for pouring.
[0039] A connecting block (not shown in the figure) is provided between the weight 3 and the weight 2 connected at both ends of the connecting rope 1, and the connecting block can strengthen the connection between the weight 3 and the weight 2. The provision of the connecting block can strengthen the connection between the weight 3 and the weight 2, and reduce the possibility of the weight 3 and the weight 2 falling off during use.
[0040] The implementation principle of a vibrating rod for pouring a secondary structure in an embodiment of the present application is as follows: the setting of the vibrating rod can eliminate bubbles in the concrete, improve the compactness and strength of the concrete, and thus ensure the quality of the secondary structure. When in use, the weight of the weight cannot exceed the hammer, otherwise the position of the weight cannot be adjusted to a position close to the top of the secondary structure wall before use, but the weight of the weight cannot be too light, otherwise the vibration effect is not good. Vibration is generated in the concrete by the weight 3 to eliminate bubbles in the air, increase the friction between the concrete molecules, and make it tighter, thereby improving the strength and durability of the concrete. When in use, one end of the weight 3 is extended into the secondary structure, and one end of the hammer 2 is outside the secondary structure. As the concrete is poured, the weight 3 drops with the concrete, driving the hammer 2 to rise, which can improve construction efficiency, save time and labor costs, and ensure quality.
[0041] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A vibrating rod for secondary structure casting, characterized in that: It comprises a connecting rope (1) and a weight (2) and a weight (3) arranged on both sides of the connecting rope (1); the connecting rope (1) passes through a secondary structural wall; the weight (2) and the weight (3) are respectively arranged on both sides of the secondary structural wall.
2. A vibrating rod for secondary structure casting according to claim 1, characterized in that: The weight of the weight (3) is less than the weight of the weight (2).
3. A vibrating rod for secondary structure casting according to claim 2, characterized in that: The weight of the weight (3) is approximately 0.9-0.95 times that of the weight (2).
4. The vibrating rod for secondary structure casting according to claim 1, characterized in that: The cross section of the weight (2) is arranged to be triangular, and the pointed end of the weight (2) faces the ground.
5. The vibrating rod for secondary structure casting according to claim 4, characterized in that: A block (4) is arranged inside the weight (2).
6. A vibrating rod for secondary structure casting according to claim 5, characterized in that: A plurality of foam balls (5) are arranged between the block (4) and the inner wall of the weight (2), and the plurality of foam balls (5) fill the entire space.
7. The vibrating rod for secondary structure casting according to claim 4, characterized in that: An anti-slip sleeve (6) is arranged on the outside of the connecting rope (1); during use, the outer wall of the anti-slip sleeve (6) is in direct contact with the secondary structure wall.
8. The vibrating rod for secondary structure casting according to claim 5, characterized in that: A connecting block is provided between the weight (3) and the weight (2) connected at both ends of the connecting rope (1), and the connecting block can reinforce the connection between the weight (3) and the weight (2).