An error-proofing mold for a vertical structure

Abstract

The utility model relates to the technical field of pouring formwork, and specifically discloses a vertical structure mistake-preventing platform mold, which comprises a concrete pavement, the top of the concrete pavement is connected with a formwork, the middle of the formwork is connected with a tie rod, the end of the tie rod close to the bottom of the formwork is connected with a bottom nut, the bottom of the bottom nut is connected with a connecting rod, the bottom of the connecting rod is connected with a lifting rod, the bottom of the lifting rod is connected with a supporting plate, the middle of the supporting plate is provided with a displacement component, and the supporting plate is displaced along the bottom of the lifting rod through the displacement component. The supporting plate arranged in the device can support the bottom of the formwork when the formwork is installed at the outer wall, so that the formwork on the outer wall can be stabilized before installation is completed, and artificial long-time auxiliary support is not needed.

Description

Technical Field

[0001] This utility model relates to the field of casting template technology, and more specifically, to a vertical structure anti-misalignment mold. Background Technology

[0002] When pouring concrete, it is necessary to select and build a formwork, and then pour the concrete into the formwork to form the desired shape.

[0003] However, when pouring concrete using existing formwork, if the pouring is done on the top of the exterior wall, one side of the formwork cannot be placed on the ground and will be suspended on the side of the exterior wall. This suspended side requires manual assistance to stabilize it during the connection with the tie rod, so as to prevent it from tilting or shaking. However, manual control is very unstable and inconvenient for installation. Utility Model Content

[0004] The purpose of this utility model is to provide a vertical structure anti-misalignment mold, which solves the problem that when installing formwork on a concrete exterior wall, the formwork is suspended on the exterior wall and requires manual assistance for control, which makes the formwork prone to shaking and tilting during installation, affecting the installation.

[0005] This utility model is achieved through the following technical solution: This utility model provides a vertical structure anti-misalignment platform mold, including a concrete pavement, a template connected to the top of the concrete pavement, a tie rod connected to the middle of the template, a bottom nut connected to the bottom end of the template near the bottom tie rod, a connecting rod connected to the bottom of the bottom nut, a lifting rod connected to the bottom of the connecting rod, a support plate connected to the bottom of the lifting rod, a displacement member provided in the middle of the support plate, and the support plate is displaced along the bottom of the lifting rod through the displacement member.

[0006] Preferably, the connecting rod further includes a lifting groove, a pin, and a sleeve ring. The lifting groove is located at the bottom of the connecting rod, the pin is located on one side of the lifting groove, and the sleeve ring is located at the top of the connecting rod.

[0007] Preferably, the sleeve ring engages with the annular groove on the side wall of the bottom nut, and the connecting rod is connected to the bottom nut through the sleeve ring.

[0008] Preferably, the lifting groove is a groove that mates with the lifting rod, and one end of the pin protrudes from the inner wall of the lifting groove.

[0009] Preferably, the lifting rod also includes a pin hole and a slider, with the pin hole located on one side of the lifting rod and the slider located on both sides of the bottom of the lifting rod.

[0010] Preferably, the pin holes are several grooves on one side of the lifting rod, and the pin holes cooperate with the pins protruding from the inner wall of the lifting groove.

[0011] Preferably, the displacement member includes a displacement opening and a groove, the displacement opening being located in the middle of the support plate, and the groove being located on both sides of the middle of the displacement opening.

[0012] Preferably, the displacement opening is matched with the lifting rod, one end of the displacement opening is connected to the lifting rod by a spring, and the slide groove is matched with the slider.

[0013] The technical solution of this utility model has at least the following advantages and beneficial effects: 1. The support plate installed in this device can provide some support to the bottom of the formwork when it is installed on the exterior wall, so that the formwork on the exterior wall can be stabilized before the installation is completed, without the need for long-term manual auxiliary support. Attached Figure Description

[0014] Figure 1 This is a schematic diagram of the overall structure of this utility model.

[0015] Figure 2 This is a schematic diagram of the state of the template of this utility model.

[0016] Figure 3 This is a side view cross-sectional structural diagram of the bottom nut of this utility model.

[0017] Figure 4 This is a side view of the template structure of this utility model.

[0018] Reference numerals: 1-Concrete pavement, 2-Formwork, 3-Tie rod, 4-Bottom nut, 401-Connecting rod, 4011-Lifting groove, 4012-Pin, 402-Sleeve ring, 403-Lifting rod, 4031-Pin hole, 4032-Slider, 404-Support plate, 4041-Displacement opening, 4042-Slide groove. Detailed Implementation

[0019] The following is combined with Figures 1 to 4 This utility model will be described in detail.

[0020] A vertical anti-misalignment platform mold includes a concrete pavement 1, a template 2 connected to the top of the concrete pavement 1, a tie rod 3 connected to the middle of the template 2, a bottom nut 4 connected to the end of the template 2 near the bottom tie rod 3, a connecting rod 401 connected to the bottom of the bottom nut 4, a lifting rod 403 connected to the bottom of the connecting rod 401, a support plate 404 connected to the bottom of the lifting rod 403, a displacement member provided in the middle of the support plate 404, and the support plate 404 is displaced along the bottom of the lifting rod 403 through the displacement member.

[0021] First, when pouring concrete on the concrete pavement 1, the formwork 2 is first erected, and then the concrete is poured inside the formwork 2. At the same time, the formwork 2 is also stabilized by tie rods 3 to prevent the formwork 2 from shifting or deforming during the pouring process. When one side of the concrete pavement 1 is an exterior wall, the formwork 2 on that side is fixed to the suspended part of the exterior wall by tie rods 3.

[0022] Furthermore, the connecting rod 401 also includes a lifting groove 4011, a pin 4012, and a sleeve ring 402. The lifting groove 4011 is located at the bottom of the connecting rod 401, the pin 4012 is located on one side of the lifting groove 4011, and the sleeve ring 402 is located at the top of the connecting rod 401. The sleeve ring 402 engages with the annular groove on the side wall of the bottom nut 4. The connecting rod 401 is connected to the bottom nut 4 through the sleeve ring 402. The lifting groove 401 is for... The lifting rod 403 has a groove that fits in, and one end of the pin 4012 protrudes from the inner wall of the lifting groove 4011. The lifting rod 403 also includes a pin hole 4031 and a slider 4032. The pin hole 4031 is located on one side of the lifting rod 403, and the slider 4032 is located on both sides of the bottom of the lifting rod 403. The pin hole 4031 is a series of grooves on one side of the lifting rod 403, and the pin hole 4031 fits in with the pin 4012 protruding from the inner wall of the lifting groove 4011.

[0023] Meanwhile, when the concrete pavement 1 is completed and the next layer needs to be poured, the tie rod 3 will remain in the poured concrete. This is because when the formwork 2 is removed and the next layer is poured, the bottom of the formwork 2 of the outer wall will be connected to the tie rod 3 at the top of the poured concrete, thus completing the reuse of the tie rod 3. When the outer wall is poured, there is no need to reconnect the formwork at the outer wall.

[0024] Meanwhile, when the formwork 2 at the exterior wall is connected by the tie rod 3, it will be fixed by the bottom nut 4. When the bottom nut 4 is connected to the tie rod 3, the bottom connecting rod 401 and the lifting rod 403 will drive the support plate 404 to move together, and finally move to the bottom of the formwork 2 to support the suspended part of the bottom of the formwork 2. This will prevent the formwork 2 from easily shaking or tilting when it is suspended, making the subsequent construction more convenient without the need for human or auxiliary tools.

[0025] Meanwhile, the lifting rod 403 is connected in the lifting groove 4011 in the connecting rod 401. When the template 2 is supported by the support plate 404, if the specifications are different and the support plate 404 cannot fit the template 2, the pin 4012 is removed, so that the lifting rod 403 can be raised and lowered along the lifting groove 4011, thereby adjusting the height of the support plate 404 to adapt to the requirements of templates of different specifications.

[0026] Furthermore, the displacement component includes a displacement opening 4041 and a sliding groove 4042. The displacement opening 4041 is located in the middle of the support plate 404, and the sliding groove 4042 is located on both sides of the middle of the displacement opening 4041. The displacement opening 4041 cooperates with the lifting rod 403. One end of the displacement opening 4041 is connected to the lifting rod 403 through a spring, and the sliding groove 4042 cooperates with the slider 4032.

[0027] At the same time, when one end of the support plate 404 abuts against the poured concrete surface, the connection is further advanced by the bottom nut 4, so that the lifting rod 403 will move along the slide groove 4042 in the displacement opening 4041 through the sliders 4032 on both sides of the bottom, to match the thickness of the template under different specifications.

[0028] The following is a detailed implementation process of this utility model. Firstly, when pouring concrete onto the concrete pavement 1, formwork 2 is erected, and then concrete is poured inside formwork 2. Simultaneously, formwork 2 is stabilized by tie rods 3 to prevent displacement or deformation during pouring. When one side of the concrete pavement 1 is an exterior wall, one side of formwork 2 is connected to the suspended portion of the exterior wall by tie rods 3 for fixation. Furthermore, when the next layer of concrete pavement 1 needs to be poured after completion, tie rods 3 are retained within the poured concrete. This is because when formwork 2 is removed for the next layer, the bottom of the exterior wall formwork 2 connects to the top of the poured concrete tie rods 3, thus reusing the tie rods 3. Therefore, when pouring the exterior wall, it is not necessary to reconnect the formwork at the exterior wall location. Meanwhile, when the formwork 2 at the exterior wall is connected by the tie rod 3, it will be fixed by the bottom nut 4. When the bottom nut 4 is connected to the tie rod 3, the bottom connecting rod 401 and the lifting rod 403 will drive the support plate 404 to move together, and finally move to the bottom of the formwork 2 to support the suspended part of the bottom of the formwork 2. This will prevent the formwork 2 from easily shaking or tilting when it is suspended, making the subsequent construction more convenient without the need for manual or auxiliary tools. At the same time, when one end of the support plate 404 abuts against the poured concrete surface, the bottom nut 4 will continue to push the connection, so that the lifting rod 403 will move along the groove 4042 in the displacement opening 4041 through the sliders 4032 on both sides of the bottom, to accommodate the thickness of the formwork under different specifications.

Claims

1. A vertical structure anti-misalignment platform mold, comprising a concrete pavement (1), wherein a template (2) is connected to the top of the concrete pavement (1), and a tie rod (3) is connected to the middle of the template (2), characterized in that, The template (2) is connected to a bottom nut (4) near the bottom tie rod (3). The bottom of the bottom nut (4) is connected to a connecting rod (401). The bottom of the connecting rod (401) is connected to a lifting rod (403). The bottom of the lifting rod (403) is connected to a support plate (404). A displacement member is provided in the middle of the support plate (404). The support plate (404) is displaced along the bottom of the lifting rod (403) through the displacement member.

2. The vertical structure anti-misalignment platform mold according to claim 1 is characterized as follows: the connecting rod (401) further includes a lifting groove (4011), a pin (4012) and a sleeve ring (402), the lifting groove (4011) is disposed at the bottom of the connecting rod (401), the pin (4012) is disposed on one side of the lifting groove (4011), and the sleeve ring (402) is disposed at the top of the connecting rod (401).

3. The vertical structure anti-misalignment mold according to claim 2 is characterized in that the sleeve ring (402) cooperates with the annular groove on the side wall of the bottom nut (4), and the connecting rod (401) is connected to the bottom nut (4) through the sleeve ring (402).

4. The vertical structure anti-misalignment platform mold according to claim 2 is characterized as follows: the lifting groove (4011) is a groove that cooperates with the lifting rod (403), and one end of the pin (4012) protrudes from the inner wall of the lifting groove (4011).

5. A vertical structure anti-misalignment platform mold according to claim 1, characterized in that the lifting rod (403) further includes a pin hole (4031) and a slider (4032), the pin hole (4031) is disposed on one side of the lifting rod (403), and the slider (4032) is disposed on both sides of the bottom of the lifting rod (403).

6. A vertical structure anti-misalignment platform mold according to claim 5, characterized in that the pin hole (4031) is a plurality of grooves on one side of the lifting rod (403), and the pin hole (4031) cooperates with the pin (4012) protruding from the inner wall of the lifting groove (4011).

7. A vertical structure anti-misalignment platform mold according to claim 1, characterized in that the displacement component includes a displacement opening (4041) and a sliding groove (4042), the displacement opening (4041) is disposed in the middle of the support plate (404), and the sliding groove (4042) is disposed on both sides of the middle of the displacement opening (4041).

8. A vertical structure anti-misalignment platform mold according to claim 7, characterized in that the displacement opening (4041) cooperates with the lifting rod (403), one end of the displacement opening (4041) is connected to the lifting rod (403) by a spring, and the slide groove (4042) cooperates with the slider (4032).

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