A sliding building form

Abstract

The utility model relates to the technical field of template construction, disclose a kind of sliding building template, including template body, the lifting frame of being installed in the outside of template body and the crossbeam of being installed in the back of lifting frame, further include support assembly and limiting component, the support assembly is installed in lifting frame side, the limiting component is installed in support assembly side, the position adjustment between support lifting frame and crossbeam is realized after the assembly of support assembly, the production of different thickness buildings, the sliding between the one end of crossbeam and lifting frame is set, the limiting frame is set on the surface of lifting frame and located crossbeam outside, the pulley of equidistance installation slot is set in the upper and lower sides of limiting frame, the lateral movement of supporting crossbeam is adjusted, the position between crossbeam and lifting frame is adjusted, the adjustment of the spacing between lifting frame is realized, and then the spacing between template body is adjusted, and it is convenient to make the building wall of different thickness.

Description

Technical Field

[0001] This utility model relates to the field of formwork construction technology, specifically a slipform construction formwork. Background Technology

[0002] Slipform construction is a mechanized construction technology used for continuous concrete structures such as high-rise buildings, silos, and chimneys. It uses a hydraulic system to continuously lift the formwork, enabling efficient and high-precision concrete pouring. Slipform construction consists of formwork, lifting frames, etc.

[0003] In existing slipform construction formwork, the connection between the lifting frame and the formwork is fixed, which means that a single set of formwork can only be used for construction of buildings with a specific thickness, making it inconvenient to construct buildings with different thickness requirements. The adaptability of slipform construction formwork is low. Therefore, we propose a slipform construction formwork. Utility Model Content

[0004] The purpose of this utility model is to provide a slipform construction formwork to solve the problem mentioned in the background art that the connection between the lifting frame and the formwork in the existing slipform construction formwork is fixed, which means that a single set of formwork can only be used for construction of buildings with a specific thickness, and is not convenient for construction of buildings with different thickness requirements, resulting in low adaptability of slipform construction formwork.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a slipform construction formwork, including a formwork body, a lifting frame installed on the outside of the formwork body, and a crossbeam installed on the back of the lifting frame, and also including a support component and a limiting component. The support component is installed on the side of the lifting frame, and the limiting component is installed on the side of the support component. After the support component is assembled, the position between the support lifting frame and the crossbeam can be adjusted to achieve the production of buildings of different thicknesses.

[0006] Preferably, the support assembly includes a limiting frame, side plates, and bolts. The back of the lifting frame is equipped with symmetrical limiting frames located on the outside of the crossbeam. Side plates are welded to both the upper and lower ends of the limiting frame. The side plates are fixedly connected to the lifting frame by bolts. Equidistant mounting slots are provided on both the upper and lower sides of the limiting frame, and pulleys are installed inside the mounting slots. The pulleys are slidably connected to the surface of the crossbeam.

[0007] Preferably, the limiting component includes a fixed frame, a connecting rod, and a locking plate. The limiting frame of the support component is slidably connected to the fixed frame. The inner wall of the fixed frame is welded with a connecting rod. The other end of the connecting rod is fixedly connected to a locking plate. The locking plate is snapped onto the end face of the crossbeam. The limiting frame is welded to the outside of the limiting frame. A screw is threadedly connected to the outside of the support frame. The screw passes through the fixed frame.

[0008] Preferably, both the limiting frame and the end face of the crossbeam are provided with grooves, and the crossbeam is connected to the protrusions at both ends of the card plate.

[0009] Preferably, there are two sets of template bodies, and lifting frames are fixedly connected to the outer sides of both sets of template bodies. A crossbeam is provided on the surface of the lifting frame above the template body, and the other end of the crossbeam is welded to the lifting frame.

[0010] Compared with the prior art, the beneficial effects of this utility model are:

[0011] 1. This utility model makes one end of the crossbeam and the lifting frame slidable. A limiting frame is set on the surface of the lifting frame outside the crossbeam. Equally spaced installation grooves are opened on the upper and lower sides of the limiting frame to set pulleys, supporting the lateral movement of the crossbeam, adjusting the position between the crossbeam and the lifting frame, realizing the adjustment of the distance between the lifting frames, and then adjusting the distance between the template bodies, which is convenient for making building walls of different thicknesses.

[0012] 2. This utility model sets a support frame sliding connection fixed frame on the outside of the limiting frame, and sets a connecting plate on the inner wall of the fixed frame. After the position of the lifting frame and the crossbeam is adjusted, the fixed frame is pushed so that the plate is locked onto the end face of the crossbeam. The fixed frame is fixed by the screw on the outside of the support frame. The end face of the crossbeam is limited by the fixed frame and the plate, so as to realize the limiting of the lifting frame and the crossbeam after adjustment. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the overall structure of this utility model;

[0014] Figure 2 This is a schematic diagram of the lifting frame connecting beam structure of this utility model;

[0015] Figure 3 This is a schematic diagram of the support component structure of this utility model;

[0016] Figure 4 This is a schematic diagram of the limiting component structure of this utility model;

[0017] In the diagram: 1. Template body; 2. Lifting frame; 3. Limiting frame; 4. Mounting groove; 5. Pulley; 6. Side plate; 7. Bolt; 8. Support frame; 9. Screw; 10. Fixing frame; 11. Connecting rod; 12. Clamping plate. Detailed Implementation

[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0019] Example

[0020] Please see Figures 1-4 The diagram shows a slipform construction formwork, which includes a formwork body 1, a lifting frame 2 installed on the outside of the formwork body 1, a crossbeam installed on the back of the lifting frame 2, as well as jacks, a ring, climbing rods, a hydraulic control console and other components to form a slipform system. It also includes a support component and a limiting component. The support component is installed on the side of the lifting frame 2 and the limiting component is installed on the side of the support component. After the support component is assembled, the position between the support lifting frame 2 and the crossbeam can be adjusted to achieve the production of buildings of different thicknesses.

[0021] Furthermore, the support assembly includes a limiting frame 3, a side plate 6, and bolts 7. The back of the lifting frame 2 is equipped with symmetrical limiting frames 3 located on the outside of the crossbeam. The limiting frame 3 has side plates 6 welded to both the upper and lower ends. The side plates 6 are fixedly connected to the lifting frame 2 by bolts 7. The limiting frame 3 has equidistant mounting slots 4 on both the upper and lower sides, and pulleys 5 are installed inside the mounting slots 4. The pulleys 5 are slidably connected to the surface of the crossbeam.

[0022] Based on the aforementioned scheme, the template body 1 has two sets, and the lifting frame 2 is fixedly connected to the outside of both sets of template bodies 1. A crossbeam is set on the surface of the lifting frame 2 above the template body 1, and the other end of the crossbeam is welded to the lifting frame 2.

[0023] One end of the crossbeam is made to be slidable with respect to the lifting frame 2. A limiting frame 3 is set on the surface of the lifting frame 2 outside the crossbeam. Equally spaced mounting grooves 4 are opened on the upper and lower sides of the limiting frame 3, and pulleys 5 are set to support the lateral movement of the crossbeam. The position between the crossbeam and the lifting frame 2 is adjusted to adjust the spacing between the lifting frames 2, and then the spacing between the template bodies 1 is adjusted, which is convenient for making building walls of different thicknesses.

[0024] As a further embodiment of this invention, the limiting component includes a fixed frame 10, a connecting rod 11, and a clamping plate 12. The fixed frame 10 is slidably connected to the limiting frame 3 of the supporting component. The connecting rod 11 is welded to the inner wall of the fixed frame 10. The clamping plate 12 is fixedly connected to the other end of the connecting rod 11. The clamping plate 12 is clamped to the end face of the crossbeam. A support frame 8 is welded to the outside of the limiting frame 3. A screw 9 is threadedly connected to the outside of the support frame 8. The screw 9 passes through the fixed frame 10. The limiting frame 3 and the end face of the crossbeam are both provided with grooves. The crossbeam is connected to the protrusions at both ends of the clamping plate 12.

[0025] A support frame 8 is provided outside the limiting frame 3 to slide and connect to the fixed frame 10. A connecting rod 11 is provided on the inner wall of the fixed frame 10 to connect to the clamping plate 12. After the lifting frame 2 and the crossbeam are adjusted, the fixed frame 10 is pushed so that the clamping plate 12 is clamped on the end face of the crossbeam. The fixed frame 10 is fixed by the screw 9 outside the support frame 8. The end face of the crossbeam is limited by the fixed frame 10 and the clamping plate 12, so as to realize the limitation of the lifting frame 2 and the crossbeam after adjustment.

[0026] It should be noted that this utility model is a slipform construction formwork. First, the formwork 1 and the lifting frame 2 are installed as a whole in a specific area of ​​the building. The position of the lifting frame 2 and the crossbeam is adjusted according to the required thickness of the building wall. Specifically, a limiting frame 3 is set on the surface of the lifting frame 2 outside the crossbeam. Equally spaced mounting grooves 4 are opened on the upper and lower sides of the limiting frame 3, and pulleys 5 are installed to support the lateral movement of the crossbeam. This adjusts the position between the crossbeam and the lifting frame 2, thereby adjusting the distance between the lifting frames 2. Then, the distance between the formwork bodies 1 is adjusted. Finally, the fixing frame 10 is pushed so that the clamping plate 12 is engaged with the end face of the crossbeam. The support frame 8 is then used to adjust the distance between the formwork bodies 1. The screw 9 of the part is used to fix the fixing frame 10. The fixing frame 10 and the clamping plate 12 limit the end face of the crossbeam, so as to realize the limit of the lifting frame 2 and the crossbeam after adjustment. Then, the first layer of concrete (about 2 / 3 of the height of the formwork) is poured. Then, when the concrete reaches the initial setting strength (0.2-0.4MPa, about 224 hours), the hydraulic jack lifts the climbing rod, which drives the formwork system to slide up as a whole (lifting 10-30cm each time). Then, new concrete is continuously poured in layers inside the formwork, and the formwork is repeatedly lifted, and the concrete is kept in the formwork to form. In addition, the concrete that is demolded is sprayed with water for curing or covered with a film in time.

[0027] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0028] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A sliding formwork comprising a formwork body (1), a lifting frame (2) mounted on the outer side of the formwork body (1), and a crossbeam mounted on the back of the lifting frame (2), characterized in that: It also includes a support component and a limiting component. The support component is installed on the side of the lifting frame (2), and the limiting component is installed on the side of the support component. After the support component is assembled, it supports the adjustment of the position between the lifting frame (2) and the crossbeam to realize the production of buildings of different thicknesses.

2. A sliding formwork building panel according to claim 1, wherein: The support assembly includes a limiting frame (3), a side plate (6), and bolts (7). The back of the lifting frame (2) is equipped with symmetrical limiting frames (3) located outside the crossbeam. The limiting frames (3) are welded with side plates (6) at both the upper and lower ends. The side plates (6) are fixedly connected to the lifting frame (2) by bolts (7).

3. A sliding formwork building panel according to claim 2, wherein: The limiting frame (3) has equidistant mounting slots (4) on both the upper and lower sides, and a pulley (5) is installed inside the mounting slot (4). The pulley (5) is slidably connected to the surface of the crossbeam.

4. A sliding formwork according to claim 1, wherein: The limiting component includes a fixed frame (10), a connecting rod (11), and a locking plate (12). The limiting frame (3) of the supporting component is slidably connected to the fixed frame (10). The connecting rod (11) is welded to the inner wall of the fixed frame (10). The other end of the connecting rod (11) is fixedly connected to the locking plate (12). The locking plate (12) is snapped onto the end face of the crossbeam.

5. A sliding formwork building panel according to claim 4, wherein: The limiting frame (3) is welded to a support frame (8), and the support frame (8) is threadedly connected to a screw (9), which passes through the fixing frame (10).

6. A slipform construction formwork according to claim 5, characterized in that: The limiting frame (3) and the end face of the crossbeam are both provided with grooves, and the crossbeam is connected to the protrusions at both ends of the card plate (12).

7. A sliding formwork according to claim 1, wherein: The template body (1) has two sets, and the outer sides of both sets of template bodies (1) are fixedly connected to lifting frames (2). A crossbeam is set on the surface of the lifting frame (2) above the template body (1), and the other end of the crossbeam is welded to the lifting frame (2).

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