Mortar leakage prevention structure for post-cast strip of prefabricated laminated slab
By using pressing fixing and reinforcement components at the rear casting tape connection of the prefabricated laminated plate, the problems of slurry leakage and insufficient strength are solved, and the effect of reducing concrete leakage and improving concrete strength is achieved.
Patent Information
- Application Number
- CN202422006060.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-19
- Publication Date
- 2025-06-06
- Estimated Expiration
- 2034-08-19
AI Technical Summary
The connection between the prefabricated laminated plate and the rear casting tape is prone to slurry leakage, resulting in concrete leakage, and the strength of the rear casting tape is not high.
The laminated panel body is mounted on both sides of the mounting plate by pressing the fixing assembly, the reinforcement assembly is used to pour in the concrete to increase strength, and to reduce concrete leakage through the U-shaped structure of the pad.
It effectively reduces concrete leakage and improves the strength of concrete, solving the problems of slurry leakage and insufficient strength.
Smart Images
Figure CN222949230U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction engineering, in particular to a slurry leakage prevention structure of a post-cast belt of a prefabricated composite slab. Background Art
[0002] Prefabricated composite panels are usually composed of materials such as silica, mineral fiber, cement, calcium materials, adhesives, etc. Their structure may include lightweight core materials filled between two layers of skeleton panels to form a strong overall structure. This structure makes the prefabricated composite panels relatively light in weight while maintaining high strength and rigidity. Prefabricated composite panels have the advantages of being light, strong, moisture-proof, fire-proof, sound-proof and heat-insulating. Therefore, prefabricated composite panels play an important role in the field of modern construction. Post-cast strips are a type of concrete strip reserved in construction to cope with structural shrinkage, settlement and other factors, and poured after a certain period of time.
[0003] However, the joints between the precast composite slabs and the post-cast strips are prone to leakage, which can cause concrete leakage. At the same time, the post-cast strips are prone to low strength when pouring concrete. Utility Model Content
[0004] In order to overcome the shortcomings of the prior art, the technical problem to be solved by the utility model is to provide a prefabricated composite slab post-cast strip anti-leakage slurry structure, which has the advantages of reducing concrete leakage and improving strength. The composite slab body can be installed on both sides of the mounting plate by pressing the fixing assembly, so that the concrete poured on the mounting plate will not affect the composite slab body when it solidifies and expands. At the same time, the concrete can be blocked to prevent leakage of the concrete, and the reinforcing assembly can be poured in the concrete to improve the strength of the concrete.
[0005] To achieve the above-mentioned purpose, the utility model provides a prefabricated composite slab post-cast strip anti-leakage slurry structure, including a mounting plate and a composite slab body, the left and right sides of the mounting plate are fixedly installed with a press-fixing component and a pad, and the pad is located on the side of the press-fixing component away from the mounting plate, one side of the composite slab body is clamped between the press-fixing component and the pad, the front and rear sides of the mounting plate are fixedly installed with fixing plates, a reinforcement component is installed between the fixing plates, and the reinforcement component is located above the mounting plate.
[0006] When in use, the composite board body is first installed on both sides of the mounting plate by means of the pressing and fixing assembly, and then the utility model is set at the use location, and then concrete is poured on the mounting plate until the concrete is level with the upper end of the composite board body and the concrete does not contact the side of the composite board body, so that the composite board body will not be squeezed when the concrete expands, thereby reducing concrete leakage.
[0007] Furthermore, in order to be able to install the press-fixing assembly on both sides of the upper end of the mounting plate, the press-fixing assembly includes a lifting plate, which is evenly and fixedly installed on both sides of the upper end of the mounting plate, and a lifting groove is opened at the upper end of the lifting plate, and the upper end of the lifting groove extends to the outside and above the lifting plate.
[0008] Furthermore, in order to drive the lifting block to rise and fall in the lifting slot, a lifting block is slidably installed in the lifting slot, a threaded hole is opened in the lifting block, a lifting screw is threadedly installed in the threaded hole, the lower end of the lifting screw extends to the outside and below of the mounting plate, and the lower part of the lifting screw is rotatably clamped on the mounting plate.
[0009] Furthermore, in order to clamp the composite plate body between the pressing plate and the pad, a pressing plate is fixedly installed on one side of the upper part of the lifting block, and fixing columns are fixedly installed on both sides of the lower end of the pressing plate.
[0010] Furthermore, fixing holes are evenly formed on one side of the composite plate body and the upper end of the pad, and the fixing columns are lowered and snapped into the fixing holes.
[0011] Furthermore, in order to improve the strength of concrete after pouring, the reinforcing assembly includes a clamping rod, which is located on one side of the fixing plate, and reinforcing steel bars are evenly fixedly installed between the clamping rods, and clamping holes are opened at both ends of one side of the clamping rod.
[0012] Furthermore, in order to install the reinforcement component between the fixing plates, mounting holes are evenly opened at both ends of the fixing plates, fixing bolts are arranged in the mounting holes, and one end of the fixing bolts is threadedly connected to the clamping hole.
[0013] Furthermore, the pad is U-shaped, and the U-shaped opening of the pad is arranged toward the mounting plate.
[0014] From the above, compared with the prior art, the anti-leakage slurry structure of the post-casting belt of the prefabricated composite slab of the utility model has at least the following advantages:
[0015] Beneficial effects:
[0016] The composite board body can be installed on both sides of the mounting plate by pressing the fixing assembly, so that the concrete poured on the mounting plate will not affect the composite board body when it solidifies and expands. At the same time, the concrete can be blocked to prevent leakage of the concrete, and the reinforcing assembly can be poured in the concrete to improve the strength of the concrete. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] In order to more clearly illustrate the technical solution of the present invention, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.
[0018] Figure 1 It is a structural schematic diagram of the slurry leakage prevention structure of the post-cast belt of the prefabricated composite slab of the utility model;
[0019] Figure 2 It is a structural schematic diagram of the mounting plate of the utility model;
[0020] Figure 3 It is a structural schematic diagram of the composite plate body of the utility model;
[0021] Figure 4 It is a half-section view of the press-fix assembly of the utility model;
[0022] Figure 5 for Figure 4 Magnified view at A in the middle;
[0023] Figure 6 It is a half-section view of the reinforcement component of the present invention.
[0024] In the figure: 1. Mounting plate; 2. Composite plate body; 3. Press-fix assembly; 301. Lifting plate; 302. Lifting slot; 303. Lifting block; 304. Threaded hole; 305. Lifting screw; 306. Pressing plate; 307. Fixing column; 4. Pad; 5. Fixing plate; 6. Reinforcement assembly; 601. Clamping rod; 602. Reinforcement steel bar; 603. Clamping hole; 7. Fixing hole; 8. Mounting hole; 9. Fixing bolt. DETAILED DESCRIPTION
[0025] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0026] See below Figure 1 to Figure 6 The anti-leakage slurry structure of the post-cast belt of the prefabricated composite slab of the utility model is described in detail.
[0027] like Figure 1-6As shown, the anti-leakage slurry structure of the post-cast strip of the prefabricated composite slab of the utility model includes a mounting plate 1 and a composite slab body 2, press-fixing components 3 are installed on the left and right sides of the mounting plate 1, pads 4 are fixedly installed on the left and right sides of the mounting plate 1, and the pads 4 are located on the side of the press-fixing component 3 away from the mounting plate 1, one side of the composite slab body 2 is clamped between the press-fixing component 3 and the pad 4, fixing plates 5 are fixedly installed on the front and rear sides of the mounting plate 1, and reinforcing components 6 are installed between the fixing plates 5, and the reinforcing components 6 are located above the mounting plate 1.
[0028] When in use, first install the composite board body 2 on the left and right sides of the mounting plate 1 by pressing the fixing assembly 3, and tightly install the pressing and fixing assembly 3 and the composite board body 2. Then set the utility model at the place of use, and then pour concrete on the mounting plate 1 until the concrete is level with the upper end of the composite board body 2, thereby reducing the contact area between the concrete and the side of the composite board body 2, so that the composite board body 2 will not be squeezed when the concrete expands, thereby reducing concrete leakage.
[0029] In addition, the pad 4 is U-shaped, and the U-shaped opening of the pad 4 is set toward the mounting plate 1. The U-shaped structure of the pad 4 allows concrete to enter the interior of the pad 4, thereby reducing the squeezing and pressing of the fixing component 3 and the composite plate body 2 when the concrete expands, thereby reducing the leakage of concrete.
[0030] like Figure 4 and Figure 5 As shown, the pressing and fixing assembly 3 includes a lifting plate 301, which is evenly fixedly installed on both sides of the upper end of the mounting plate 1, and a lifting groove 302 is provided on the upper end of the lifting plate 301, and the upper end of the lifting groove 302 extends to the upper part of the outer part of the lifting plate 301, and a lifting block 303 is slidably installed in the lifting groove 302, and a threaded hole 304 is provided in the lifting block 303, and a lifting screw 305 is threadedly installed in the threaded hole 304, and the lower end of the lifting screw 305 extends to the lower part of the outer part of the mounting plate 1, and the lower end of the lifting screw 305 is located at the lower end of the outer part of the mounting plate 1, and the lifting screw 305 can be rotated by a tool such as a screwdriver through the lower end. And the lower part of the lifting screw 305 is rotatably clamped on the mounting plate 1, and a pressing plate 306 is fixedly installed on one side of the upper part of the lifting block 303, and fixed columns 307 are fixedly installed on both sides of the lower end of the pressing plate 306, and fixing holes 7 are evenly opened on one side of the composite plate body 2 and the upper end of the pad 4.
[0031] When in use, first place the composite board body 2 between the pressing plate 306 and the pad 4, then rotate the lifting screw 305 to make the lifting block 303 rise and fall in the lifting groove 302, so that the fixing column 307 is clamped in the fixing hole 7, and at the same time, the composite board body 2 can be pressed by the pressing plate 306 to fix it, so that the composite board body 2 can be isolated when pouring concrete to prevent the concrete from expanding and squeezing the composite board body 2, causing concrete leakage.
[0032] like Figure 6 As shown, the reinforcing assembly 6 includes a clamping rod 601, the clamping rod 601 is located on one side of the fixing plate 5, and reinforcing steel bars 602 are evenly fixedly installed between the clamping rods 601, and clamping holes 603 are opened at both ends of one side of the clamping rod 601, and mounting holes 8 are evenly opened at both ends of the fixing plate 5. The mounting holes 8 are provided with fixing bolts 9, and one end of the fixing bolts 9 is threadedly connected with the clamping holes 603. When in use, the reinforcing assembly 6 is cast in concrete, so as to improve the strength of the concrete. At the same time, the height of the reinforcing assembly 6 can be adjusted by adjusting the height of the fixing bolts 9 and the clamping rod 601, which is convenient for users to adjust.
[0033] Below, refer to Figures 1 to 6 Combined with the description of the above structural features, the use method of the prefabricated composite slab post-casting belt anti-leakage slurry structure of the utility model is briefly described:
[0034] When in use, first place the composite plate body 2 between the pressing plate 306 and the pad 4, then rotate the lifting screw 305 to make the lifting block 303 rise and fall in the lifting groove 302, so that the fixing column 307 is clamped in the fixing hole 7, and at the same time, the composite plate body 2 can be pressed by the pressing plate 306 to fix it, so that the composite plate body 2 can be isolated when pouring concrete to prevent the expansion of the concrete from squeezing the composite plate body 2 and causing leakage of the concrete. The reinforcing component 6 is poured in the concrete, so that the strength of the concrete can be improved. At the same time, the height of the reinforcing component 6 can be adjusted by adjusting the height of the fixing bolt 9 and the clamping rod 601, which is convenient for the user to adjust.
[0035] The above is only a specific implementation of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be understood by anyone familiar with the technology within the technical scope disclosed by the present invention should be included in the scope of the present invention.
Claims
1. A grout leakage prevention structure for a post-casting strip of a prefabricated composite slab, comprising a mounting plate (1) and a composite slab body (2), characterized in that: A pressing and fixing assembly (3) and a pad (4) are fixedly mounted on both left and right sides of the mounting plate (1), and the pad (4) is located on a side of the pressing and fixing assembly (3) away from the mounting plate (1), and one side of the composite plate body (2) is clamped between the pressing and fixing assembly (3) and the pad (4); Fixed plates (5) are fixedly mounted on the front and rear sides of the mounting plate (1), and a reinforcing component (6) is mounted between the fixed plates (5), and the reinforcing component (6) is located above the mounting plate (1).
2. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 1 is characterized in that: The pressing and fixing assembly (3) comprises a lifting plate (301), wherein the lifting plate (301) is evenly fixedly mounted on both sides of the upper end of the mounting plate (1), and a lifting groove (302) is provided at the upper end of the lifting plate (301), and the upper end of the lifting groove (302) extends to the upper part of the exterior of the lifting plate (301).
3. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 2 is characterized in that: A lifting block (303) is slidably mounted in the lifting groove (302), a threaded hole (304) is provided in the lifting block (303), and a lifting screw rod (305) is threadedly mounted in the threaded hole (304).
4. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 3 is characterized in that: The lower end of the lifting screw rod (305) extends to the outside and below of the mounting plate (1), and the lower part of the lifting screw rod (305) is rotatably clamped on the mounting plate (1).
5. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 4 is characterized in that: A pressing plate (306) is fixedly mounted on one side of the upper portion of the lifting block (303), and fixing columns (307) are fixedly mounted on both sides of the lower end of the pressing plate (306).
6. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 5 is characterized in that: One side of the composite plate body (2) and the upper end of the pad (4) are evenly provided with fixing holes (7), and the fixing columns (307) are lowered and engaged in the fixing holes (7).
7. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 1 is characterized in that: The reinforcing assembly (6) comprises a clamping rod (601), the clamping rod (601) is located on one side of the fixing plate (5), and reinforcing steel bars (602) are evenly fixedly installed between the clamping rods (601), and clamping holes (603) are provided at both ends of one side of the clamping rod (601).
8. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 7 is characterized in that: Mounting holes (8) are evenly formed at both ends of the fixing plate (5), fixing bolts (9) are arranged in the mounting holes (8), and one end of the fixing bolts (9) is threadedly connected to the clamping hole (603).
9. The anti-leakage slurry structure of the post-cast zone of the prefabricated composite slab according to claim 1 is characterized in that: The backing plate (4) is in a U-shape, and the U-shaped opening of the backing plate (4) is arranged toward the mounting plate (1).