Concrete buttress mold

Abstract

The utility model discloses a concrete buttress mold, and relates to the field of concrete molds, the concrete buttress mold comprises a frame body, jacking mechanisms used for enabling the frame body to vertically move are installed on the two opposite outer walls of the frame body, each jacking mechanism comprises a sleeve and a jacking rod, the sleeves are installed on the outer walls of the frame body, and the jacking rods are installed on the sleeves. One end of the jacking rod is inserted into the sleeve, the other end of the jacking rod extends out of the sleeve to abut against the supporting face, and the jacking rod extends out of the sleeve to push the frame body to move; the frame body is provided with a gas injection mechanism used for injecting gas into the sleeve, the gas injection mechanism injects gas into the sleeve so that the jacking rod can stretch out of the sleeve, the jacking mechanism is arranged, the frame body can be pushed to vertically move, and therefore the frame body can be rapidly separated from the concrete buttress after concrete is initially set.

Description

Technical Field

[0001] The present application relates to the field of concrete moulds, and in particular to a concrete pier mould. Background Art

[0002] During the construction of the pipeline corridor, in order to facilitate the installation of pipelines, a large number of concrete piers need to be cast in the pipeline corridor to support the pipelines. When casting the concrete piers, concrete pier molds are required.

[0003] At present, the concrete pier mold is mainly in the shape of a rectangular frame. When in use, the rectangular frame is placed at the concrete pier casting position, and then the concrete pier mold is kept stable, and then concrete is poured in the concrete pier mold. In order to make the size of the concrete pier reach the standard level, the concrete pier mold is customized according to the size of the concrete pier, and when pouring concrete, the concrete needs to be flush with the upper surface of the concrete pier mold, so as to ensure that the height of each concrete pier is consistent, so as to facilitate the bearing of the pipeline.

[0004] With regard to the above-mentioned related technologies, after the initial setting of the concrete, the concrete pier mold needs to be taken out, and the main way to take it out is to manually lift the concrete pier mold. However, since the concrete needs to be flush with the upper surface of the concrete pier mold, it is difficult to take out the concrete pier mold, and manually lifting the concrete pier is likely to cause damage to the initially set concrete pier. Utility Model Content

[0005] In order to facilitate the removal of the concrete pier mold, the present application provides a concrete pier mold.

[0006] The present application provides a concrete pier mold, which adopts the following technical solution:

[0007] A concrete pier mold comprises a frame, and lifting mechanisms for vertically moving the frame are installed on two opposite outer walls of the frame, the lifting mechanism comprises a sleeve and a lifting rod, the sleeve is installed on the outer wall of the frame, one end of the lifting rod is inserted in the sleeve, and the other end of the lifting rod extends out of the sleeve to abut against a supporting surface, and the lifting rod extends out of the sleeve to push the frame to move; an air injection mechanism for injecting air into the sleeve is installed on the frame, and the air injection mechanism injects air into the sleeve to make the lifting rod extend out of the sleeve.

[0008] By adopting the above technical solution, when the concrete is poured and initially solidified, the air injection mechanism is used to inject air into the sleeve to move the jacking rod. After the jacking rod abuts the supporting surface, it can push the frame to move vertically, so that the frame can be gradually separated from the concrete pier; the jacking mechanism is used to drive the frame to move vertically, which facilitates the frame to separate from the concrete pier.

[0009] Optionally, the gas injection mechanism includes an air cylinder and a piston, the air cylinder is fixed on the frame, the piston is arranged in the air cylinder, and the piston can move in the air cylinder, the air cylinder is connected to the sleeve, the piston moves to inflate or drain the sleeve, and a push rod is fixedly connected to the piston.

[0010] By adopting the above technical solution, when the sleeve is injected with gas, the push rod is used to push the piston to move, so that the lifting rod moves under the action of gas pressure; the gas injection mechanism has a simple structure and is easy to operate.

[0011] Optionally, the number of the gas injection mechanisms is two, and the two gas injection mechanisms are used to inject gas into the two sleeves respectively, and the frame is provided with a driving component for driving the two pistons to move closer to or away from each other.

[0012] By adopting the above technical solution, the driving assembly can drive the two pistons to move synchronously, thereby ensuring that the moving speeds of the jacking rods on both sides are consistent, thereby facilitating the frame to separate from the concrete pier.

[0013] Optionally, a sliding rod is fixedly connected to the push rod, and the sliding rod can slide on the frame. The driving assembly includes a bidirectional screw rod and a handle. The bidirectional screw rod is rotatably connected to the frame, and the handle is used to drive the bidirectional screw rod to rotate. The bidirectional screw rod rotates to drive the two sliding rods to move closer to or away from each other.

[0014] By adopting the above technical solution, when the slide rod is driven to move, the handle is rotated to drive the bidirectional screw rod to rotate, thereby driving the two slide rods to move closer to or away from each other. The bidirectional screw rod in the drive assembly has a certain limiting ability and can position the slide rod in a suitable position to a certain extent.

[0015] Optionally, the sleeve is rotatably connected to the frame, and the sleeve rotates to approach or move away from the frame. The frame is provided with a limiting component for limiting the sleeve from rotating toward the frame.

[0016] By adopting the above technical solution, when pouring concrete, the sleeve and the lifting rod can be set at an angle, so that the sleeve can be injected with air using the air injection mechanism to make the lifting rod contact the supporting surface, thereby preventing the frame from moving and ensuring the stability of the frame when pouring concrete.

[0017] In summary, this application includes the following beneficial technical effects:

[0018] 1. The present application provides a jacking mechanism to push the frame to move vertically, so that the frame can quickly detach from the concrete pier after the initial setting of the concrete;

[0019] 2. The present application prevents the frame from moving by means of the rotating setting of the sleeve, thereby ensuring the stability of the frame during the pouring of concrete. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 This is a schematic diagram of the overall structure of a concrete pier mold disclosed in the present application applied to a pipe gallery;

[0021] Figure 2 It is a schematic diagram of the overall structure of a concrete pier mold disclosed in this application.

[0022] Description of reference numerals:

[0023] 1. Frame; 2. Sleeve; 3. Lifting rod; 4. Inflator; 5. Piston; 6. Push rod; 7. Sliding rod; 8. Bidirectional screw rod; 9. Handle; 10. Air pipe; 11. Pawl; 12. Ratchet; 13. Torsion spring; 14. Rotating shaft; 15. Support plate; 16. Pipe gallery. DETAILED DESCRIPTION

[0024] The following is combined with Figure 1-2 This application is described in further detail.

[0025] The application discloses a concrete pier mold.

[0026] Reference Figure 1 and Figure 2 A concrete pier mold comprises a frame 1, the size of the frame 1 is designed according to the size of the concrete pier, mainly to adapt to the size of the concrete pier; a jacking mechanism for vertically moving the frame 1 is installed on the two opposite outer walls of the frame 1, the jacking mechanism comprises a sleeve 2 and a jacking rod 3, the sleeve 2 is installed on the outer wall of the frame 1, and the sleeve 2 can be vertically arranged, the upper end of the jacking rod 3 is inserted in the sleeve 2, and the lower end of the jacking rod 3 extends out of the sleeve 2 to contact the supporting surface. In this embodiment, the supporting surface is the ground in the pipe gallery 16, and the jacking rod 3 extends out of the sleeve 2 to push the frame 1 to move; an injection mechanism for injecting air into the sleeve 2 is installed on the frame 1, and the injection mechanism injects air into the sleeve 2 to make the jacking rod 3 extend out of the sleeve 2.

[0027] In this embodiment, two gas injection mechanisms are provided, and the two gas injection mechanisms are used to inject gas into the two sleeves 2 respectively; the gas injection mechanism includes an air cylinder 4 and a piston 5, the air cylinder 4 is fixed on the frame 1, the length direction of the air cylinder 4 is perpendicular to the side wall of the frame 1, the piston 5 is arranged in the air cylinder 4, and the outer wall of the piston 5 and the inner wall of the air cylinder 4 are sealed, the piston 5 can move in the air cylinder 4 along the length direction of the air cylinder 4, the air cylinder 4 is connected to the sleeve 2 through the air pipe 10, the piston 5 moves to inflate or exhaust the sleeve 2, and a push rod 6 is fixedly connected to the piston 5.

[0028] In another embodiment, the gas injection mechanism may also be an air pump.

[0029] In this embodiment, a sliding rod 7 is fixedly connected to the push rod 6, and the sliding rod 7 can slide on the frame 1. The sliding rod 7 abuts against the side wall of the frame 1, and the side of the sliding rod 7 abutting against the side wall of the frame 1 is a plane. The driving assembly includes a bidirectional screw rod 8 and a handle 9. The bidirectional screw rod 8 is rotatably connected to the frame 1, and the rotation axis and length direction of the bidirectional screw rod 8 both move along the sliding direction of the sliding rod 7. The handle 9 is fixed at one end of the bidirectional screw rod 8 and is used to drive the bidirectional screw rod 8 to rotate. The bidirectional screw rod 8 passes through two sliding rods 7 at the same time, and the two sliding rods 7 are respectively threadedly connected to the two sections of reverse thread lines of the bidirectional screw rod 8.

[0030] In this embodiment, in order to ensure the stability of the frame 1 when pouring concrete, the upper end of the sleeve 2 is rotatably connected to the frame 1, and the sleeve 2 rotates to approach or move away from the side wall of the frame 1. The frame 1 is provided with a limit assembly for limiting the rotation of the sleeve 2 toward the frame 1.

[0031] The limiting assembly adopts a ratchet 12 pawl 11 mechanism, which includes a ratchet 12 and a pawl 11. A rotating shaft 14 is fixedly connected to the sleeve 2, and the pawl 11 is fixedly connected to the rotating shaft 14. The rotating shaft 14 is rotatably connected to the frame 1. The pawl 11 is rotatably connected to the frame 1, and the pawl 11 rotates to be stuck in the tooth groove of the ratchet 12. A torsion spring 13 is fixedly connected to the frame 1 for limiting the pawl 11 from disengaging from the tooth groove of the ratchet 12.

[0032] In addition, in order to increase the contact area between the lifting rod 3 and the supporting surface, a supporting plate 15 is rotatably connected to the lower end of the lifting rod 3 .

[0033] The implementation principle of a concrete pier mold disclosed in the present application is: when in use, the frame 1 is placed in a suitable position, and then the extension length of the jacking rod 3 is adjusted, and then the sleeve 2 is rotated to a suitable angle, and then the sleeve 2 is inflated by the air injection mechanism to make the support plate 15 abut against the support surface, and then the concrete pouring work is carried out. After the concrete is initially set, the extension length of the jacking rod 3 is adjusted by the air injection mechanism, and then the pawl 11 is disengaged from the tooth groove of the ratchet 12, and then the sleeve 2 is rotated to make the sleeve 2 vertically set, and then the pawl 11 is stuck in the tooth groove of the ratchet 12, and then the air injection mechanism is used to inflate the sleeve 2 to move the jacking rod 3, thereby driving the frame 1 to move vertically, so that the frame 1 is separated from the concrete pier.

[0034] 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 concrete pier mold, comprising a frame (1), characterized in that: A lifting mechanism for vertically moving the frame (1) is installed on two opposite outer walls of the frame (1), the lifting mechanism comprising a sleeve (2) and a lifting rod (3), the sleeve (2) is installed on the outer wall of the frame (1), one end of the lifting rod (3) is inserted into the sleeve (2), the other end of the lifting rod (3) extends out of the sleeve (2) to abut against a supporting surface, and the lifting rod (3) extends out of the sleeve (2) to push the frame (1) to move; an air injection mechanism for injecting air into the sleeve (2) is installed on the frame (1), the air injection mechanism injects air into the sleeve (2) to enable the lifting rod (3) to extend out of the sleeve (2).

2. A concrete pier mold according to claim 1, characterized in that: The gas injection mechanism comprises an air cylinder (4) and a piston (5); the air cylinder (4) is fixed on the frame (1); the piston (5) is arranged in the air cylinder (4), and the piston (5) can move in the air cylinder (4); the air cylinder (4) is connected to the sleeve (2); the piston (5) moves to inflate or exhaust the sleeve (2); and a push rod (6) is fixedly connected to the piston (5).

3. A concrete pier mold according to claim 2, characterized in that: The number of gas injection mechanisms is two, and the two gas injection mechanisms are used to inject gas into the two sleeves (2) respectively. The frame (1) is provided with a driving component used to drive the two pistons (5) to move closer to or farther from each other.

4. A concrete pier mold according to claim 3, characterized in that: The push rod (6) is fixedly connected to a slide rod (7), and the slide rod (7) can slide on the frame (1). The driving component comprises a bidirectional screw rod (8) and a handle (9). The bidirectional screw rod (8) is rotatably connected to the frame (1), and the handle (9) is used to drive the bidirectional screw rod (8) to rotate. The bidirectional screw rod (8) rotates to drive the two slide rods (7) to move closer to or away from each other.

5. The concrete pier mold according to claim 1, characterized in that: The sleeve (2) is rotatably connected to the frame (1), and the sleeve (2) rotates to approach or move away from the frame (1). The frame (1) is provided with a limit assembly for limiting the sleeve (2) from rotating toward the frame (1).

6. A concrete pier mold according to claim 5, characterized in that: The position limiting assembly adopts a ratchet (12) and pawl (11) mechanism.

Images