High pier lifting frame
The cross-shaped support unit and arc surface structure design solve the wear and precision problems caused by changes in the contact surface during the adjustment of the lifting frame, and achieve stable adjustment and vertical adjustment of the lifting frame.
Patent Information
- Application Number
- CN202422950324.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-29
- Publication Date
- 2025-10-28
- Estimated Expiration
- 2034-11-29
AI Technical Summary
In the prior art, the lifting frame cannot adapt to the change of inclination angle during the adjustment process because the contact surface is flat, resulting in increased wear, uneven adjustment, reduced accuracy, and inability to accurately adjust the verticality.
The support unit adopts a crisscross structure. The support units are vertically connected to form nodes. Each node is equipped with a support rod, a through-type jack and a telescopic part. The adjustment part is provided with a curved surface structure. The lower side of the support unit is provided with a curved steel block that contacts the curved surface of the adjustment part. An annular disk and a support plate are provided in the support frame to support the adjustment part to ensure the stability of the contact surface.
Through the design of the curved surface structure and the support frame, the lifting frame maintains stable contact during the adjustment process, avoids wear, improves the adjustment accuracy, and ensures smooth vertical adjustment of the lifting frame and the stability of the overall structure.
Smart Images

Figure CN223481669U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of lifting frames, specifically to a high-pier lifting frame. Background Technology
[0002] During the construction of high piers, the lifting frame is usually used as a formwork support. The formwork and the end of the lifting frame are connected by tie rods to provide support. The verticality of the lifting frame is usually ensured by controlling the synchronous lifting of the support rods with through-hole jacks. However, the accuracy of synchronous lifting cannot be fully guaranteed. Vertical adjustment can only be made by jacks after lifting. It is impossible to completely return the lifting frame to the initial horizontal position, so the lifting frame cannot be accurately adjusted.
[0003] like Figure 1 , Figure 2 As shown, the inventor developed a grid-shaped lifting frame with controllable verticality, with publication number CN117569217A and patent name "A Lifting Frame with Controllable Verticality". By setting an adjustment part on the through-type jack and setting telescopic parts on the adjacent sides of the adjustment part, the posture of the lifting frame can be adjusted by the telescopic parts.
[0004] However, during the adjustment process, since the contact surface between the lifting frame and the adjustment part is a plane, when the lifting frame and the adjustment part tilt relative to each other, the plane cannot adapt to the change in tilt angle, resulting in a smaller contact surface, increased pressure, increased wear on the lifting frame and the adjustment part, making the adjustment unsmooth, thereby reducing the adjustment accuracy and increasing construction errors. Therefore, a structure is needed that can adapt to the change in tilt angle during the adjustment process. Utility Model Content
[0005] The present invention aims to provide a high-pier lifting frame that can adapt to changes in tilt angle during the adjustment process.
[0006] To achieve the above objectives, the present invention adopts the following technical solution: a high-pier lifting frame, comprising several support units, wherein in the horizontal direction, the several support units are perpendicular to each other to form a grid structure and form four nodes, and a vertical guide hole is formed at each node;
[0007] Each node is also equipped with a support rod, a through-hole jack, and two telescopic components. The through-hole jack has an adjustment part, which is supported below the support unit. The lower end of the support rod is embedded in the cast-in-place section of the pier column. The upper end of the support rod passes through the through-hole jack, the adjustment part, and the guide hole in sequence. The lower end of each telescopic component is hinged to the adjustment part; the upper end of each telescopic component is hinged to the support unit.
[0008] Several support units include two upper support units and two lower support units. At each node, the upper support unit supports the lower support unit above it. The lower support unit is provided with a first connecting part and a second connecting part on its lower side. The lower support unit passes through the first connecting part and the second connecting part. A steel block is provided between the second connecting part and the first connecting part. The steel block is positioned between the lower support unit and the adjusting part. The lower surface of the steel block includes a first arc surface. The upper surface of the adjusting part is a second arc surface. The first arc surface is supported on the second arc surface.
[0009] The beneficial effects of this plan are:
[0010] 1. By setting a first arc surface and a second arc surface, regardless of the tilt angle of the lifting frame relative to the adjusting part, the first arc surface on the lower surface of the lifting frame and the second arc surface on the adjusting part always maintain a partial contact. This prevents the contact area between the lifting frame and the adjusting part from decreasing after adjustment, ensuring pressure stability and avoiding deformation of the adjusting part. This adapts to changes in tilt angle during the adjustment process.
[0011] 2. Compared with the existing technology where the upper surface of the adjustment part is flat, in this solution, when adjusting the lifting frame, the first arc surface and the second arc surface slide relative to each other, making the adjustment more stable and smooth.
[0012] 3. In this scheme, the upper and lower support units are staggered vertically to avoid disconnecting the support unit in one direction, thus ensuring the integrity of the support unit and optimizing the stress structure.
[0013] Furthermore, the telescopic component includes an upper telescopic component and a lower telescopic component. The upper end of the output shaft of the upper telescopic component is hinged to the first connecting part, and the upper end of the output shaft of the lower telescopic component is hinged to the lower support unit. The lower ends of the upper and lower telescopic components are at the same height on adjacent sides of the adjustment part, and the distance between the upper ends of the upper and lower telescopic components and the adjustment part is equal.
[0014] Furthermore, the radius of the second arc surface is smaller than that of the first arc surface.
[0015] Furthermore, the adjustment part is a shell, and a support frame is provided inside the adjustment part. The support frame includes an annular disk, and a support rod passes through the center of the annular disk. The annular disk is circumferentially connected to the inner side of the adjustment part. Several upper support plates are provided circumferentially on the upper side of the annular disk. All upper support plates are vertically arranged. The upper side of the upper support plate is supported by a second arc surface. A plumb bob is set on the inward side of the upper support plate. Several lower support plates are provided circumferentially on the lower side of the annular disk. All lower support plates are vertical right-angled triangular plates. One side of the lower support plate is connected to the inner side of the adjustment part.
[0016] Furthermore, the second connecting part and the first connecting part are symmetrically arranged on both sides of the lower support unit, and the first connecting part is perpendicular to the lower support unit and at the same height.
[0017] Furthermore, the lower support unit includes two parallel lower channel steels, the upper support unit includes two parallel upper channel steels, the first connecting part includes two parallel connecting channel steels, the lower flange of the upper channel steel and the upper flange of the connecting channel steel are bolted together, the upper channel steel and the lower channel steel are perpendicular to each other on the horizontal plane, the connecting channel steel and the lower channel steel are at the same height, and one end of the connecting channel steel abuts against the lower channel steel.
[0018] This solution also has the following effects:
[0019] 1. This design involves setting the steel profiles in two layers, one above the other. Therefore, the expansion joints in both directions also need to be set at different heights to accommodate the height of the steel profiles. However, this will result in uneven stress on both sides of the adjustment section during the adjustment process.
[0020] If the upper telescopic component and the upper support unit are directly connected, and the lower ends of the upper and lower telescopic components are at the same height on adjacent sides of the adjustment part, and the distance between the upper ends of the upper and lower telescopic components and the adjustment part is equal (it is necessary to ensure that the stress positions of the upper and lower support units are both optimal stress positions), then the tilt angles of the upper and lower telescopic components will inevitably be different. This will result in the upper telescopic component transmitting a larger vertical force to the adjustment part, while the lower telescopic component transmitting a larger horizontal force to the adjustment part, leading to an imbalance of forces on the adjustment part and deformation.
[0021] In this solution, by setting a connecting part, the height of the upper end of the telescopic component is reduced, so that the upper and lower telescopic components are symmetrically arranged relative to the adjustment part. This not only allows the posture of the frame to be raised at any time, but also ensures the durability of the adjustment part and the stability of the overall structure.
[0022] 2. Since the lifting frame does not necessarily rotate around the center of the second arc surface, the radius of the second arc surface needs to be smaller than that of the first arc surface to ensure smooth adjustment.
[0023] 3. To reduce costs and facilitate observation of the verticality of the support rod, the adjustment part in the prior art patent adopts a shell structure with the shell side vertically arranged. However, this also means that the adjustment part can only provide good vertical support. When the above shell structure is applied to this solution, when the lifting frame is tilted relative to the adjustment part, the lifting frame generates an eccentric force on the adjustment part, which can easily damage the top of the adjustment part.
[0024] Therefore, in this solution, a support frame is installed inside the adjustment section to support the second arc surface at the top of the adjustment section. The eccentric load is gradually converted into a vertical load through the upper support plate and the lower support plate, and finally transferred to the side wall of the adjustment section, thereby enhancing the stability of the overall structure. Attached Figure Description
[0025] Figure 1 A three-dimensional isometric drawing of existing technology;
[0026] Figure 2 for Figure 1 Enlarged view of point A in the image;
[0027] Figure 3 This is a top view of an embodiment;
[0028] Figure 4 for Figure 3 BB-direction sectional view;
[0029] Figure 5 A three-dimensional isometric view of the steel block in the embodiment;
[0030] Figure 6 This is a front view of the top of the adjustment section in the embodiment;
[0031] Figure 7 This is a three-dimensional isometric view of the support frame for an embodiment. Detailed Implementation
[0032] The following detailed description illustrates the specific implementation method:
[0033] The reference numerals in the accompanying drawings include: support unit 1, upper support unit 11, upper channel steel 111, lower support unit 12, lower channel steel 121, first connecting part 13, second connecting part 14, support rod 2, through-hole jack 3, telescopic component 4, upper telescopic component 41, lower telescopic component 42, adjustment part 5, arc-shaped part 51, pier column 6, template 7, steel block 8, first arc surface 81, support frame 9, annular disc 91, upper support plate 92, and lower support plate 93.
[0034] Example
[0035] The embodiments are based on, for example Figures 1-2 The existing technology shown is improved as follows: In the existing technology, four support units 1 of equal height are included. The ends of the support units 1 can be used to install tie rods, which are used to connect with the template 7 at the edge of the high pier and provide vertical support. Figure 1 (The tie rod is not shown in the figure). Each support unit 1 consists of two parallel channel steels. In the horizontal direction, the support units 1 form a grid structure with two vertical pairs and four nodes. Each node forms a vertical guide hole.
[0036] like Figure 2 As shown, each node is also equipped with a support rod 2, a through-hole jack 3, and two telescopic components 4. The through-hole jack 3 is used to climb on the support rod 2. An adjustment part 5 is bolted to the through-hole jack 3. The adjustment part 5 is supported below the support unit 1. The lower end of the support rod 2 is embedded in the cast-in-place section of the pier column 6. The upper end of the support rod 2 passes through the through-hole jack 3, the adjustment part 5, and the guide hole in sequence. The lower end of the telescopic components 4 is hinged to the adjustment part 5. The upper end of the telescopic components 4 is hinged to the support unit 1.
[0037] The difference between the embodiments and the prior art is as follows: Figures 4-7 As shown, a high-pier lifting frame includes a support unit 1 comprising two upper support units 11 and two lower support units 12, as follows: Figure 4 As shown, at each node, the upper support unit 11 supports the lower support unit 12. The lower side of the upper support unit 11 has a first connecting part 13 and a second connecting part 14. The second connecting part 14 is located on the side of the upper support unit 11 near the edge of the pier 6, and the first connecting part 13 is located on the side of the upper support unit 11 away from the edge of the pier 6. The first connecting part 13 and the lower support unit 12 have the same height. The lower support unit passes between the first connecting part 13 and the second connecting part 14. The end of the first connecting part 13 is connected to the side of the lower support unit 12. The second connecting part 14 and the first connecting part 13 are symmetrical about the central axis of the lower support unit 12. A steel block 8 is provided between the second connecting part 14 and the first connecting part, and the steel block 8 is located between the lower support unit 12 and the adjusting part 5. Figure 6 As shown, the lower surface of the steel block 8 includes a first arc surface 81, the upper end of the adjustment part 5 is an arc-shaped part 51, the arc-shaped part 51 is an arc-shaped shell, the upper side of the arc-shaped part 51 is an upwardly convex second arc surface, and the first arc surface 81 is supported on the second arc surface.
[0038] like Figure 4 , Figure 6 As shown, the adjustment part 5 is a housing, and a support frame 9 is provided inside the arc-shaped part 51 at the upper end of the adjustment part 5, as... Figure 7 As shown, the support frame 9 includes an annular disk 91, with a support rod 2 passing through the center of the annular disk 91. The annular disk 91 is circumferentially connected to the inner side of the adjustment part 5. Several upper support plates 92 are welded to the upper circumferential side of the annular disk 91. All upper support plates 92 are vertically arranged, and the arc surface on the upper side of the upper support plate 92 provides support for the second arc surface. The inner side of the upper support plate 92 is plumb. Several lower support plates 93 are welded to the lower circumferential side of the annular disk 91. All lower support plates 93 are vertical right-angled triangular plates. The outer side of the lower support plate 93 is welded to the inner side of the adjustment part 5. In this embodiment, the inner side of the support frame 9 is the side closer to the center position, and the outer side is the side farther from the center position.
[0039] like Figure 4 As shown, all telescopic components 4 are jacks. The output shaft of the telescopic component 4 can extend and shorten. The telescopic component 4 includes an upper telescopic component 41 and a lower telescopic component 42. The upper end of the output shaft of the upper telescopic component 41 is hinged to the first connecting part 13, and the upper end of the output shaft of the lower telescopic component 42 is hinged to the lower support unit 12. The lower ends of the upper telescopic component 41 and the lower telescopic component 42 are at the same height on adjacent sides of the adjustment part 5. The distance between the upper end of the upper telescopic component 41 and the lower telescopic component 42 and the adjustment part 5 is equal. In this embodiment, the two structures are hinged in the following way: a pin passes through both structures at the same time, the pin is welded to one of the structures, and rotatably connected to the other structure.
[0040] The lower support unit 12 includes two parallel lower channel steels 121, and the upper support unit 11 includes two parallel upper channel steels 111. The lower flanges of the upper channel steels 111 and the upper flanges of the lower channel steels 121 are welded within the node range. The first connecting part 13 and the second connecting part 14 both include two parallel connecting channel steels. In this embodiment, all parallel channel steels are connected by bolts. The lower flange of the upper channel steel 111 and the upper flange of the connecting channel steel are bolted together. The upper channel steel 111 and the lower channel steel 121 are perpendicular to each other on the horizontal plane. The connecting channel steel and the lower channel steel 121 have the same height. One end of the connecting channel steel abuts against and is welded to the lower channel steel 121. Specifically, as shown... Figure 5 , Figure 6 As shown, the flange of the connecting channel steel near the lower channel steel 121 is cut off, so that the web of the connecting channel steel end is inserted between the upper and lower flanges of the lower channel steel 121, and the web of the connecting channel steel and the web, upper and lower flanges of the lower channel steel 121 are welded together. The lower surfaces of the connecting channel steel of the second connecting part 14 and the first connecting part 13 are welded to both sides of the steel block respectively.
[0041] The above descriptions are merely embodiments of this utility model. Commonly known technical solutions and / or characteristics are not described in detail here. It should be noted that those skilled in the art can make various modifications and improvements without departing from the technical solution of this utility model. These modifications and improvements should also be considered within the scope of protection of this utility model, and will not affect the effectiveness of the implementation of this utility model or the practicality of the patent. The scope of protection claimed in this application should be determined by the content of its claims, and the specific embodiments described in the specification can be used to interpret the content of the claims.
Claims
1. A high-pier lifting frame, comprising several support units, wherein in the horizontal direction, the several support units are perpendicular to each other to form a grid structure and form four nodes, and a vertical guide hole is formed at each node; Each node is also equipped with a support rod, a through-hole jack, and two telescopic components. The through-hole jack has an adjustment part, which is supported below the support unit. The lower end of the support rod is embedded in the cast-in-place section of the pier column. The upper end of the support rod passes through the through-hole jack, the adjustment part, and the guide hole in sequence. The lower end of each telescopic component is hinged to the adjustment part; the upper end of each telescopic component is hinged to the support unit. Its features are: Several support units include two upper support units and two lower support units. At each node, the upper support unit supports the lower support unit above it. The lower support unit is provided with a first connecting part and a second connecting part on its lower side. The lower support unit passes through the first connecting part and the second connecting part. A steel block is provided between the second connecting part and the first connecting part. The steel block is positioned between the lower support unit and the adjusting part. The lower surface of the steel block includes a first arc surface. The upper surface of the adjusting part is a second arc surface. The first arc surface is supported on the second arc surface.
2. The high-pier lifting frame according to claim 1, characterized in that: The telescopic component includes an upper telescopic component and a lower telescopic component. The upper end of the output shaft of the upper telescopic component is hinged to the first connecting part, and the upper end of the output shaft of the lower telescopic component is hinged to the lower support unit. The lower ends of the upper and lower telescopic components are at the same height on adjacent sides of the adjustment part, and the distance between the upper ends of the upper and lower telescopic components and the adjustment part is equal.
3. A high-pier lifting frame according to claim 2, characterized in that: The radius of the second arc surface is smaller than that of the first arc surface.
4. A high-pier lifting frame according to claim 3, characterized in that: The adjustment unit is a shell, and a support frame is provided inside the adjustment unit. The support frame includes an annular disk, and a support rod passes through the center of the annular disk. The annular disk is circumferentially connected to the inside of the adjustment unit. Several upper support plates are provided circumferentially on the upper side of the annular disk. All upper support plates are vertically arranged. The upper part of the upper support plate is supported by a second arc surface. A plumb bob is set on the inward side of the upper support plate. Several lower support plates are provided circumferentially on the lower side of the annular disk. All lower support plates are vertical right-angled triangular plates. One side of the lower support plate is connected to the inside of the adjustment unit.
5. A high-pier lifting frame according to claim 4, characterized in that: The second connecting part and the first connecting part are symmetrically arranged on both sides of the lower support unit, and the first connecting part is perpendicular to the lower support unit and at the same height.
6. A high-pier lifting frame according to claim 5, characterized in that: The lower support unit includes two parallel lower channel steels, the upper support unit includes two parallel upper channel steels, the first connecting part includes two parallel connecting channel steels, the lower flange of the upper channel steel and the upper flange of the connecting channel steel are bolted together, the upper channel steel and the lower channel steel are perpendicular to each other on the horizontal plane, the connecting channel steel and the lower channel steel are at the same height, and one end of the connecting channel steel abuts against the lower channel steel.
Citation Information
Patent Citations
Lifting frame with controllable perpendicularity
CN117569217A