A continuous pouring mold for upper and lower cantilever walls

Abstract

The utility model provides a kind of upper and lower cantilever wall continuous pouring mold, it is related to upper and lower cantilever wall continuous pouring technical field, including four frame columns, the inner wall of each group frame column is slidably connected with two frame beams, the inside of four frame columns is commonly provided with pouring mechanism;Pouring mechanism includes upper cantilever wall body, the upper surface of upper cantilever wall body is fixedly connected with the bottom surface of two frame beams, and the upper surface of other two frame beams is commonly fixedly connected with lower cantilever wall body, and the inner wall of lower cantilever wall body is slidably connected with keel frame and keel plate respectively.The upper and lower cantilever wall continuous pouring mold, by setting pouring mechanism, the synergic cooperation of upper cantilever wall body and lower cantilever wall body is utilized, combined with the sliding connection structure of keel frame and keel plate, the relative position of the two can be quickly fixed by first bolt, the stability of pouring space is ensured, and it keeps perpendicular state, provides adaptability for continuous pouring.

Description

Technical Field

[0001] This utility model relates to a casting mold, specifically a continuous casting mold for upper and lower cantilever walls, belonging to the technical field of continuous casting of upper and lower cantilever walls. Background Technology

[0002] Upper and lower cantilever wall continuous casting molds are a formwork system specifically designed for cantilever wall construction. They are designed to form wall structures by continuously pouring concrete. Cantilever walls are typically used to support a part of a structure, such as a suspended floor slab or other component. Upper and lower cantilever wall molds are specially designed to meet the needs of this wall form, ensuring that the formwork can stably bear the weight of the concrete and maintain the geometry of the wall during the pouring process.

[0003] Currently, while existing continuous casting molds for upper and lower cantilever walls can assist in casting, they are not convenient for continuous casting. Excessive casting intervals can lead to cold joints at the interface between new and old concrete, affecting structural safety and functionality. Therefore, this paper proposes a continuous casting mold for upper and lower cantilever walls. Utility Model Content

[0004] This utility model proposes a continuous casting mold for upper and lower cantilever walls to solve the problem of inconvenient continuous casting in the prior art.

[0005] This utility model is achieved through the following technical solution: a continuous casting mold for upper and lower cantilever walls, comprising four frame columns, with two frame beams slidably connected to the inner wall of each set of frame columns, and a casting mechanism being provided inside the four frame columns. The casting mechanism includes an upper cantilever wall body. The upper surface of the upper cantilever wall body is fixedly connected to the bottom surface of two frame beams. The upper surfaces of the other two frame beams are jointly fixedly connected to a lower cantilever wall body. A keel frame and a keel plate are slidably connected to the inner wall of the lower cantilever wall body. The outer surface of the keel plate is slidably connected to the inner wall of the keel frame. A first bolt is threaded onto the inner wall of the keel frame, and the outer surface of the first bolt is threaded onto the inner wall of the keel plate. Two dovetail blocks are fixedly connected to the bottom surfaces of both the keel frame and the keel plate. The outer surface of the dovetail block is slidably connected to the inner wall of the lower cantilever wall body. The upper surface of the keel frame and the upper surface of the keel plate are in contact with the bottom surface of the upper cantilever wall body. The inner bottom wall of the upper cantilever wall body is provided with a bottom mold hole. A steel insert plate is slidably connected to the inner wall of the upper cantilever wall body. Two limiting frames are fixedly connected to the inner wall of the keel frame. A chute frame is slidably connected to the inner walls of the two limiting frames. A support block and a sealing ring are fixedly connected to the bottom surface of the chute frame. The bottom surface of the support block and the bottom surface of the sealing ring are in contact with the upper surface of the lower cantilever wall body.

[0006] Each of the frame columns has a second bolt threaded to its inner wall, and the ends of each group of second bolts that are close to each other are threaded to the inner wall of the frame beam.

[0007] Each set of frame columns has a fixed frame fixedly connected to one side of each other, and a crossbeam is slidably connected to the inner wall of each set of fixed frames.

[0008] Each of the fixed frames has a third bolt threaded to its inner wall, and the bottom end of each third bolt is threaded to the inner wall of the crossbeam.

[0009] Each of the fixed frames has a reinforcing block fixedly connected to its bottom surface, and the side of each group of reinforcing blocks that is far apart from each other is fixedly connected to the side of each group of frame columns that is close to each other.

[0010] Two side plates are fixedly connected to one side of each of the two sets of frame beams that are close to each other. One set of side plates has one side that is close to each other in contact with the two sides of the upper cantilever wall body, and the other set of side plates has one side that is close to each other in contact with the two sides of the lower cantilever wall body. The inner wall of one of the side plates is slidably connected to the outer surface of the steel insert plate.

[0011] This utility model provides a continuous casting mold for upper and lower cantilever walls, which has the following beneficial effects: This continuous casting mold for upper and lower cantilever walls utilizes a casting mechanism and the coordinated operation of the upper and lower cantilever wall bodies, combined with the sliding connection structure of the keel frame and keel plate. The first bolt quickly fixes their relative positions, ensuring the stability of the casting space and maintaining its verticality, thus providing adaptability for continuous casting. The combination design of the bottom mold holes and steel inserts allows for communication control between the upper and lower cavities during casting. The chute frame supported by the limiting frame precisely guides concrete flow, preventing casting interruptions. The sealing ring and support block's sealing support structure prevents concrete leakage and ensures stable casting pressure, effectively shortening the interval between new and old concrete castings and fundamentally reducing cold joints. Furthermore, the structural coordination of the keel frame, keel plate, and first bolt facilitates the assembly and disassembly of the keel frame and keel plate structures. With the assistance of the internal limiting frame, the internal chute frame can be limited and easily disassembled, adapting to different working conditions. Attached Figure Description

[0012] Figure 1 This is a schematic diagram of the frame column structure of this utility model; Figure 2 This is a schematic diagram of the side mold structure of this utility model; Figure 3 This is a schematic diagram of the right-side cross-sectional structure of the upper cantilever wall body of this utility model; Figure 4 This is a schematic diagram of the keel frame structure of this utility model; Figure 5 This is a schematic diagram of the bottom cross-sectional structure of the lower cantilever wall body of this utility model.

[0013] Explanation of reference numerals in the attached figures 1. Frame columns; 2. Frame beams; 3. Casting mechanism; 301. Upper cantilever wall body; 302. Lower cantilever wall body; 303. Keel frame; 304. Keel plate; 305. Steel insert plate; 306. Bottom formwork hole; 307. Dovetail block; 308. First bolt; 309. Chute frame; 310. Limiting frame; 311. Support block; 312. Sealing ring; 4. Second bolt; 5. Fixing frame; 6. Crossbeam; 7. Third bolt; 8. Reinforcing block; 9. Side plate. Detailed Implementation

[0014] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of this application, and not all of the embodiments. Based on the embodiments of this application, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of this application.

[0015] Please see Figures 1-5 This utility model embodiment provides a continuous casting mold for upper and lower cantilever walls, including four frame columns 1, and two frame beams 2 are slidably connected to the inner wall of each set of frame columns 1. The four frame columns 1 are jointly provided with a casting mechanism 3. The casting mechanism 3 includes an upper cantilever wall body 301. The upper surface of the upper cantilever wall body 301 is fixedly connected to the bottom surface of two frame beams 2. The upper surfaces of the other two frame beams 2 are fixedly connected to the lower cantilever wall body 302. The inner wall of each frame column 1 is threaded with a second bolt 4. The ends of each group of second bolts 4 that are close to each other are threadedly connected to the inner wall of the frame beam 2. During the casting process, the mold will be subjected to the pressure of concrete. The second bolts 4 can effectively resist this pressure and prevent the frame beam 2 from sliding or displacing in the frame column 1, thus ensuring the stability of the mold structure during casting.

[0016] The inner wall of the lower cantilever wall body 302 is slidably connected with a keel frame 303 and a keel plate 304. The outer surface of the keel plate 304 is slidably connected to the inner wall of the keel frame 303. The inner wall of the keel frame 303 is threadedly connected with a first bolt 308. Each set of frame columns 1 is fixedly connected to a fixing frame 5 on one side that is close to each other. The inner wall of each set of fixing frames 5 is slidably connected with a crossbeam 6. The setting of the crossbeam 6 further enhances the overall rigidity of the entire mold. The crossbeam 6 can connect the two sets of frame columns 1 into a more stable whole, distribute the force, and reduce the deformation of the frame columns 1.

[0017] The outer surface of the first bolt 308 is threadedly connected to the inner wall of the keel plate 304. Two dovetail blocks 307 are fixedly connected to the bottom surface of both the keel frame 303 and the bottom surface of the keel plate 304. The outer surface of each dovetail block 307 is slidably connected to the inner wall of the lower cantilever wall body 302. The inner wall of each fixed frame 5 is threadedly connected to a third bolt 7. The bottom end of each third bolt 7 is threadedly connected to the inner wall of the crossbeam 6. The function of the third bolt 7 is to firmly fix the crossbeam 6, which has been adjusted in position, in the fixed frame 5. During the mold operation, the crossbeam 6 needs to maintain a stable position in order to play its role in enhancing rigidity. The preload generated by the threaded connection of the third bolt 7 can effectively prevent the crossbeam 6 from sliding in the fixed frame 5, thus ensuring the stability of the crossbeam 6's support for the frame column 1.

[0018] The upper surfaces of the keel frame 303 and the keel plate 304 are in contact with the bottom surface of the upper cantilever wall body 301. The inner bottom wall of the upper cantilever wall body 301 is provided with a bottom mold hole 306. The inner wall of the upper cantilever wall body 301 is slidably connected with a steel insert plate 305. The inner wall of the keel frame 303 is fixedly connected with two limit frames 310. The bottom surface of each fixed frame 5 is fixedly connected with a reinforcing block 8. The side of each set of reinforcing blocks 8 that is far away from each other is fixedly connected with the side of each set of frame columns 1 that is close to each other. The reinforcing block 8 can significantly improve the strength of the connection between the fixed frame 5 and the frame column 1. When the fixed frame 5 is subjected to the force transmitted by the beam 6, stress concentration is likely to occur at the connection part between it and the frame column 1. The reinforcing block 8 disperses the stress by increasing the force-bearing area of ​​the connection part, and prevents the fixed frame 5 from falling off or being damaged due to excessive force.

[0019] The inner walls of the two limiting frames 310 are slidably connected to a chute frame 309. A support block 311 and a sealing ring 312 are fixedly connected to the bottom surface of the chute frame 309. The bottom surfaces of both the support block 311 and the sealing ring 312 are in contact with the upper surface of the lower cantilever wall body 302. Two side plates 9 are fixedly connected to the sides of the two sets of frame beams 2 that are close to each other. One set of side plates 9 has its side surfaces in contact with the two sides of the upper cantilever wall body 301, and the other set of side plates 9 has its side surfaces in contact with the two sides of the lower cantilever wall body 302. The inner wall of the side plate 9 is slidably connected to the outer surface of the steel insert plate 305. The side plate 9 provides lateral support and positioning for the upper cantilever wall body 301 and the lower cantilever wall body 302, preventing lateral deformation of the upper cantilever wall body 301 and the lower cantilever wall body 302 caused by lateral extrusion of concrete during the pouring process, thus ensuring the lateral dimensional accuracy of the cantilever wall. At the same time, the side plate 9, which is slidably connected to the steel insert plate 305, provides guidance for the movement of the steel insert plate 305, ensuring that the steel insert plate 305 can be accurately inserted into the bottom formwork hole 306, thereby achieving effective sealing and separation of the pouring space.

[0020] When using this utility model: First, the staff transports the device to a suitable location. Then, the keel frame 303 is inserted into the lower cantilever wall body 302. The keel frame 303 drives the limit frame 310 to move. Then, the chute frame 309 is inserted into the two limit frames 310 and the chute frame 309 contacts and abuts against the inner wall of the keel frame 303. Then, the keel plate 304 is inserted into the keel frame 303 and slid along the inner wall of the keel frame 303 to a suitable position. At this time, the bottom surface of the keel plate 304 contacts the upper surface of the lower cantilever wall body 302 and contacts and holds the keel plate 304 against the chute frame 309, thereby limiting the chute frame 309. The keel plate 304 is then fixedly connected to the keel frame 303 by the first bolt 308 to ensure the stability of the keel structure during the pouring process. Next, concrete is poured through the pouring hole at the top of the upper cantilever wall body 301. During pouring, concrete flows out through the bottom formwork hole 306 into the chute frame 309, which guides the concrete downwards. Because the bottom surface of the chute frame 309 is equipped with a support block 311 and a sealing ring 312, concrete leakage is effectively prevented. Simultaneously, the bottom surfaces of the support block 311 and the sealing ring 312 are in close contact with the upper surface of the lower cantilever wall body 302, ensuring the stability of the pouring pressure. Subsequently, the concrete enters through the hole on the lower cantilever wall body 302. During continuous pouring, when the concrete in the lower cantilever wall body 302 is poured, the steel insert plate 30 can be moved. 5. The bottom formwork hole 306 is closed, thereby cutting off the pouring channel between the upper cantilever wall body 301 and the lower cantilever wall body 302. Since the steel insert plate 305 is slidably connected to the side plate 9, it can be accurately inserted into the bottom formwork hole 306, ensuring the effective sealing and separation of the pouring space. When the steel insert plate 305 is pushed in, the thicker end first enters until it moves to the thinner middle position. Then the steel insert plate 305 slides down to cover the bottom formwork hole 306. Then the thicker end on the outside closes the groove of the side plate 9 and the upper cantilever wall body 301. When pouring concrete, the steel insert plate 305 is subjected to the pressure of the concrete and the supporting force of the bottom formwork to form a stable partition structure. Finally, the cantilever wall body 301 can be continuously poured. During the pouring process, the keel frame 303, keel plate 304 and internal chute frame 309 can be disassembled as needed.

[0021] The foregoing has shown and described the basic principles, main features, and advantages of this utility model. Those skilled in the art should understand that this utility model is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of this utility model. Various changes and modifications can be made to this utility model without departing from its spirit and scope, and all such changes and modifications fall within the scope of the claims. The scope of protection of this utility model is defined by the appended claims and their equivalents.

Claims

1. A continuous casting mold for upper and lower cantilever walls, comprising four frame columns (1), characterized in that: Each set of frame columns (1) has two frame beams (2) slidably connected to its inner wall, and the four frame columns (1) are provided with a casting mechanism (3). The casting mechanism (3) includes an upper cantilever wall body (301), the upper surface of which is fixedly connected to the bottom surface of two frame beams (2), and the upper surfaces of the other two frame beams (2) are jointly fixedly connected to a lower cantilever wall body (302). The inner wall of the lower cantilever wall body (302) is slidably connected to a keel frame (303) and a keel plate (304). The outer surface of the keel plate (304) is slidably connected to the inner wall of the keel frame (303). The inner wall of the keel frame (303) is threadedly connected to a first bolt (308), and the outer surface of the first bolt (308) is threadedly connected to the inner wall of the keel plate (304). The bottom surface of the keel frame (303) and the bottom surface of the keel plate (304) are both fixedly connected to two dovetail blocks (307). Each dovetail block (307) is fixedly connected to two dovetail blocks (308). 7) The outer surfaces are all slidably connected to the inner wall of the lower cantilever wall body (302). The upper surface of the keel frame (303) and the upper surface of the keel plate (304) are in contact with the bottom surface of the upper cantilever wall body (301). The inner bottom wall of the upper cantilever wall body (301) is provided with a bottom mold hole (306). The inner wall of the upper cantilever wall body (301) is slidably connected with a steel insert plate (305). The inner wall of the keel frame (303) is fixedly connected with two limit frames (310). The inner walls of the two limit frames (310) are slidably connected with a chute frame (309). The bottom surface of the chute frame (309) is fixedly connected with a support block (311) and a sealing ring (312). The bottom surface of the support block (311) and the bottom surface of the sealing ring (312) are in contact with the upper surface of the lower cantilever wall body (302).

2. The continuous casting mold for upper and lower cantilever walls according to claim 1, characterized in that: Each of the frame columns (1) has a second bolt (4) threadedly connected to its inner wall, and the ends of each group of second bolts (4) that are close to each other are threadedly connected to the inner wall of the frame beam (2).

3. The continuous casting mold for upper and lower cantilever walls according to claim 1, characterized in that: Each set of frame columns (1) has a fixed frame (5) fixedly connected to one side of each other, and a crossbeam (6) is slidably connected to the inner wall of each set of fixed frames (5).

4. The continuous casting mold for upper and lower cantilever walls according to claim 3, characterized in that: Each of the fixed frames (5) has a third bolt (7) threadedly connected to its inner wall, and the bottom end of each of the third bolts (7) is threadedly connected to the inner wall of the crossbeam (6).

5. A continuous casting mold for upper and lower cantilever walls according to claim 3, characterized in that: Each of the fixed frames (5) has a reinforcing block (8) fixedly connected to its bottom surface. The side of each group of reinforcing blocks (8) that is far apart from each other is fixedly connected to the side of each group of frame columns (1) that is close to each other.

6. The continuous casting mold for upper and lower cantilever walls according to claim 1, characterized in that: Two side plates (9) are fixedly connected to one side of each of the two sets of frame beams (2). One set of side plates (9) is in contact with the two sides of the upper cantilever wall body (301) on one side. The other set of side plates (9) is in contact with the two sides of the lower cantilever wall body (302) on one side. The inner wall of one of the side plates (9) is slidably connected to the outer surface of the steel insert plate (305).

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