Novel cantilever formwork construction structure of hollow thin-wall high pier

By designing a new cantilever formwork construction structure with hollow thin-walled high piers and using adjustable diagonal braces to achieve large-angle adjustment of the back corrugated frame, the problem of inflexible formwork adjustment in the existing technology is solved, and construction efficiency and space utilization are improved. .

CN222375203UActive Publication Date: 2025-01-21LONGJIAN ROAD & BRIDGE CO LTD +2
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Patent Information

Application Number
CN202420783628.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-16
Publication Date
2025-01-21
Estimated Expiration
2034-04-16

AI Technical Summary

Technical Problem

It is difficult to achieve large-scale formwork position adjustment and angle adjustment in the existing cantilever formwork during high pier construction, and adding sub-platforms to improve construction efficiency will increase the volume of the formwork system and limit its application range.

Method used

A new cantilever formwork construction structure with hollow thin-walled high piers is designed, including a triangular support frame, a construction platform, a back frame, a formwork and an adjustable diagonal brace. Through the adjustment of the adjustable diagonal braces, the back frame can achieve a larger tilt adjustment on the construction platform, increasing the flexibility of the position and angle adjustment of the formwork.

Benefits of technology

It realizes a wide range of position and angle adjustment of the formwork in the construction of high piers, reduces space occupation, improves construction efficiency, and simplifies structural design.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model particularly relates to a novel cantilever formwork construction structure of a hollow thin-wall high pier. A novel cantilever formwork construction structure of a hollow thin-wall high pier comprises a triangular supporting frame, a construction platform, a back ridge frame, a formwork and an adjustable inclined supporting rod. The bottom of the back ridge frame is rotatably arranged on the construction platform through a supporting seat; the first end is hinged to the back ridge frame through a first mounting seat, and the second end is hinged to the construction platform through a second mounting seat; the supporting seat is detachably arranged on the construction platform in the extending direction of the construction platform, so that the bottom of the back ridge frame can be close to or away from the high pier; the second mounting seat is detachably arranged on the construction platform, so that the second end can be close to or far away from the high pier; the first mounting base is detachably arranged on the back ridge frame so that the position of the first end can be adjusted in the height direction of the back ridge frame. Therefore, the arrangement position of the formwork can be increased, the angle of the formwork can be adjusted, and meanwhile occupied space can be reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a novel cantilever formwork construction structure of a hollow thin-walled high pier. Background Art

[0002] Cantilever formwork is often used in high pier construction, especially in the construction of high bridge towers, variable cross-sections, and complex process shapes. However, existing cantilever formwork can only adjust the formwork position at a small angle, and cannot achieve a larger range of adjustment.

[0003] The prior art, such as CN116397533A, adopts adding multiple sub-platforms to supplement the construction process and improve construction efficiency. However, such a setting method often increases the volume of the formwork system and limits its application scope. Utility Model Content

[0004] The purpose of the utility model includes, for example, providing a new cantilever formwork construction structure of a hollow thin-walled high pier, which can increase the position of the formwork setting and adjust the angle of the formwork, while helping to reduce space occupancy.

[0005] The embodiments of the present invention can be implemented as follows:

[0006] In a first aspect, the utility model provides a novel cantilever formwork construction structure for a hollow thin-walled high pier, which is arranged on the high pier and comprises:

[0007] Triangular support frame, construction platform, back rib frame, formwork, adjustable diagonal brace;

[0008] The construction platform is fastened to the high pier, and the construction platform is arranged in a horizontal direction;

[0009] The bottom of the back-rib frame is rotatably arranged on the construction platform through a support seat; the length direction of the adjustable diagonal brace has a first end and a second end opposite to each other, the first end is hinged to the back-rib frame through a first mounting seat, and the second end is hinged to the construction platform through a second mounting seat; the adjustable diagonal brace can support the back-rib frame to move away from or close to the construction platform;

[0010] Along the extension direction of the construction platform, the support seat is detachably arranged on the construction platform so that the bottom of the back rib frame can be close to or away from the high pier;

[0011] The second mounting seat is detachably arranged on the construction platform along the extension direction of the construction platform, so that the second end can be close to or away from the high pier; the first mounting seat is detachably arranged on the back rib frame, so that the first end can adjust its position along the height direction of the back rib frame;

[0012] The template is detachably arranged on the back frame; the top of the triangular support frame is arranged at the bottom of the construction platform, and the bottom of the triangular support frame is arranged at an end of the high pier away from the construction platform.

[0013] In an optional embodiment, it further includes a plurality of support limit columns;

[0014] A hinged joint is provided on the top of the support seat, and the support seat is hingedly matched with the bottom of the back rib frame through the hinged joint;

[0015] The bottom of the support seat is provided with a plurality of through holes, and the construction platform is provided with a plurality of matching through holes; and the plurality of matching through holes are evenly distributed on the surface of the construction platform;

[0016] The support limiting column is sequentially provided with the through hole and the matching hole to limit the support seat to be fixed on the construction platform.

[0017] In an optional embodiment, the support limit column is a limit pin.

[0018] In an optional embodiment, a plurality of second mounting posts are further included;

[0019] A hinged joint is provided on the top of the second mounting seat, and the second mounting seat is hingedly matched with the bottom of the adjustable diagonal support rod through the hinged joint;

[0020] A plurality of second mounting holes are arranged on the bottom of the second mounting seat, and a plurality of matching through holes are arranged on the construction platform; and the plurality of matching through holes are evenly distributed on the surface of the construction platform;

[0021] The second mounting column is sequentially provided with the second mounting hole and the matching through hole to limit the second mounting seat to be fixed on the construction platform.

[0022] In an optional embodiment, the second mounting column is a limiting pin.

[0023] In an optional embodiment, it further includes a plurality of first mounting posts;

[0024] The first mounting seat is provided with a hinged joint, and the first mounting seat is hingedly matched with the back rib frame through the hinged joint;

[0025] The first mounting seat is provided with a plurality of first mounting holes, the back rib frame is provided with a plurality of adjustment through holes near the adjustable diagonal brace rod, and the plurality of adjustment through holes are arranged along the height direction of the back rib frame;

[0026] The first mounting post is sequentially provided with the first mounting hole and the adjusting through hole to limit the first mounting seat to be fixed on the back frame.

[0027] In an optional embodiment, the first mounting column is threadedly connected to the adjustment through hole.

[0028] In an optional embodiment, a plurality of adjustment through holes are provided on a side of the back rib frame away from the adjustable diagonal brace rod, and the adjustment through holes can be used to detachably cooperate with the template.

[0029] In an optional embodiment, the construction platform is provided with a plurality of matching through holes;

[0030] Along the length direction and width direction of the construction platform, the plurality of matching through holes are arranged in sequence, and the intervals between adjacent matching through holes are the same.

[0031] In an optional embodiment, the construction platform is provided with a plurality of matching through holes;

[0032] The matching through hole includes a step portion and a straight hole connected in sequence; the step portion is close to the top surface of the construction platform.

[0033] The beneficial effects of the embodiments of the present utility model include, for example:

[0034] A new cantilever formwork construction structure for a hollow thin-walled high pier in this scheme includes a triangular support frame, a construction platform, a back rib frame, a formwork, and an adjustable diagonal brace. The first end of the adjustable diagonal brace is detachably arranged on the back rib frame through a first mounting seat, so that the first end can adjust its position along the height direction of the back rib frame; the second end is detachably arranged on the construction platform through a second mounting seat, so that the second end can be close to or away from the high pier; along the extension direction of the construction platform, the support seat is detachably arranged on the construction platform, so that the bottom of the back rib frame can be close to or away from the high pier. In this way, the back rib frame can be fixed at a preset position on the construction platform, and the first end and the second end of the adjustable diagonal brace can be conveniently set to adjust the inclination angle of the back rib frame at a larger angle, thereby increasing the flexibility of the back rib frame moving on the construction platform and the flexibility of the back rib frame inclination adjustment angle. In summary, such a new cantilever formwork construction structure for a hollow thin-walled high pier has the advantages of simple structure, convenient setting, space saving, and is conducive to improving construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] In order to more clearly illustrate the technical solutions of the embodiments of the utility model, the drawings required for use in the embodiments will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the utility model and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying creative work.

[0036] Figure 1 It is a structural schematic diagram of a novel cantilever formwork construction structure of a hollow thin-walled high pier according to an embodiment of the utility model;

[0037] Figure 2 It is a structural schematic diagram of another perspective of a novel cantilever formwork construction structure of a hollow thin-wall high pier according to an embodiment of the utility model;

[0038] Figure 3 It is a partial schematic diagram of a new cantilever formwork construction structure of a hollow thin-walled high pier according to an embodiment of the utility model;

[0039] Figure 4 It is a partial structural schematic diagram from another perspective of a new cantilever formwork construction structure of a hollow thin-walled high pier according to an embodiment of the utility model.

[0040] Icons: 11-high pier; 12-triangular support frame; 13-construction platform; 14-back frame; 15-template; 16-adjustable diagonal brace; 16a-first end; 16b-second end; 100-first mounting seat; 101-first mounting hole; 110-first mounting column; 200-second mounting seat; 201-second mounting hole; 220-second mounting column; 300-support seat; 301-through hole; 310-support limit column; 400-matching through hole; 401-step portion; 402-straight hole; 500-adjustable through hole. DETAILED DESCRIPTION

[0041] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Generally, the components of the embodiments of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.

[0042] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the present invention to be protected, but merely represents selected embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0043] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, further definition and explanation thereof is not required in subsequent drawings.

[0044] In the description of the present utility model, it should be noted that if the terms "upper", "lower", "inside", "outside", etc. appear, the orientation or position relationship indicated is based on the orientation or position relationship shown in the accompanying drawings, or is the orientation or position relationship in which the utility model product is usually placed when used. It is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, it cannot be understood as a limitation on the present utility model.

[0045] In addition, the terms “first”, “second”, etc., if used, are merely used to distinguish between the descriptions and should not be understood as indicating or implying relative importance.

[0046] It should be noted that, in the absence of conflict, the features in the embodiments of the present invention may be combined with each other.

[0047] Please refer to Figure 1 , Figure 2 , Figure 3 and Figure 4 This embodiment provides a novel cantilever formwork 15 construction structure of a hollow thin-walled high pier 11, which is arranged on the high pier 11 and includes:

[0048] Triangular support frame 12, construction platform 13, back rib frame 14, template 15, adjustable diagonal brace 16;

[0049] The construction platform 13 is fastened to the high pier 11, and the construction platform 13 is arranged in a horizontal direction;

[0050] The bottom of the back rib frame 14 is rotatably arranged on the construction platform 13 through a support seat 300; the length direction of the adjustable diagonal brace 16 has a first end 16a and a second end 16b opposite to each other, the first end 16a is hinged to the back rib frame 14 through a first mounting seat 100, and the second end 16b is hinged to the construction platform 13 through a second mounting seat 200; the adjustable diagonal brace 16 can support the back rib frame 14 to move away from or close to the construction platform 13;

[0051] Along the extension direction of the construction platform 13, the support seat 300 is detachably arranged on the construction platform 13, so that the bottom of the back rib frame 14 can be close to or away from the high pier 11;

[0052] Along the extension direction of the construction platform 13, the second mounting seat 200 is detachably arranged on the construction platform 13, so that the second end 16b can be close to or away from the high pier 11; the first mounting seat 100 is detachably arranged on the back rib frame 14, so that the first end 16a can be adjusted in the height direction of the back rib frame 14;

[0053] The template 15 is detachably arranged on the back frame 14 ; the top of the triangular support frame 12 is arranged at the bottom of the construction platform 13 , and the bottom of the triangular support frame 12 is arranged at one end of the high pier 11 away from the construction platform 13 .

[0054] The first end 16a of the adjustable diagonal brace 16 is detachably mounted on the back rib frame 14 through the first mounting seat 100, so that the first end 16a can be adjusted along the height direction of the back rib frame 14; the second end 16b is detachably mounted on the construction platform 13 through the second mounting seat 200, so that the second end 16b can be close to or away from the high pier 11; along the extension direction of the construction platform 13, the support seat 300 is detachably mounted on the construction platform 13, so that the bottom of the back rib frame 14 can be close to or away from the high pier 11. In this way, the back rib frame 14 can be fixed at a preset position on the construction platform 13, and the first end 16a and the second end 16b of the adjustable diagonal brace 16 can conveniently be set to adjust the inclination angle of the back rib frame 14 at a larger angle, thereby increasing the flexibility of the back rib frame 14 on the construction platform 13 and the flexibility of the back rib frame 14 inclination adjustment. In summary, the new cantilever formwork 15 construction structure of the hollow thin-walled high pier 11 has the advantages of simple structure, convenient installation, and space saving, which is conducive to improving construction efficiency.

[0055] Further, the adjustable diagonal brace 16 itself is a prior art, and its principle is to make the back rib frame 14 close to or away from the construction platform 13 by its own extension or shortening. Specifically, because the bottom of the back rib frame 14 is hinged on the construction platform 13, when the first end 16a of the adjustable diagonal brace 16 drives the top of the back rib frame 14 to be close to or away from the construction platform 13, the back rib frame 14 can rotate relative to the support seat 300. At the same time, because the back rib frame 14 is connected to the construction platform 13 through the support seat 300, the back rib frame 14 is connected to the first end 16a through the first mounting seat 100, and the construction platform 13 is connected to the second end 16b through the second mounting seat 200, and the support seat 300, the first mounting seat 100, and the second mounting seat 200 can all flexibly adjust the position, so that the template 15 on the back rib frame 14 can flexibly adjust the distance and angle between it and the high pier 11, thereby improving the flexibility of the cantilever template 15 construction and improving the construction efficiency.

[0056] from Figure 1 , Figure 2 and Figure 4It can be seen that the construction platform 13 is provided with a plurality of mating through holes 400; and the plurality of mating through holes 400 are evenly distributed on the surface of the construction platform 13. The mating through holes 400 serve as mating components with the support seat 300 and the second mounting seat 200. Optionally, along the length direction and the width direction of the construction platform 13, the plurality of mating through holes 400 are arranged in sequence, and the intervals between adjacent mating through holes 400 are the same.

[0057] Optionally, a new cantilever formwork 15 construction structure of a hollow thin-walled high pier 11 further includes a plurality of support limiter columns 310; a hinged joint is provided on the top of the support seat 300, and the support seat 300 is hingedly matched with the bottom of the back rib frame 14 through the hinged joint; a plurality of through holes 301 are provided on the bottom of the support seat 300, and the support limiter columns 310 are sequentially penetrated through the through holes 301 and the matching through holes 400 to limit the support seat 300 to be fixed on the construction platform 13. Here, the position of the support seat 300 on the construction platform 13 can be flexibly adjusted by the support limiter columns 310.

[0058] Optionally, the support limit column 310 is a limit pin. The pin-hole combination has the advantages of simple structure, low cost, good versatility, and easy disassembly.

[0059] Optionally, a new cantilever formwork 15 construction structure of a hollow thin-walled high pier 11 also includes multiple second mounting columns 220; a hinge joint is provided on the top of the second mounting seat 200, and the second mounting seat 200 is hingedly matched with the bottom of the adjustable diagonal support rod 16 through the hinge joint; a plurality of second mounting holes 201 are provided on the bottom of the second mounting seat 200, and the second mounting columns 220 are sequentially penetrated with the second mounting holes 201 and matching through holes 400 to limit the second mounting seat 200 to be fixed on the construction platform 13.

[0060] Optionally, the second mounting column 220 is a limit pin. The pin-hole combination has the advantages of simple structure, low cost, good versatility, and easy disassembly.

[0061] Further, in this embodiment, the matching through hole 400 includes a step portion 401 and a straight hole 402 connected in sequence; the step portion 401 is close to the top surface of the construction platform 13. The step portion 401 can be combined as a guide portion for supporting the limit column 310 and the second installation column 220, thereby facilitating the installation of the support seat 300 and the second installation seat 200.

[0062] from Figure 1 , Figure 3It can also be seen that, optionally, a new cantilever formwork 15 construction structure of a hollow thin-walled high pier 11 also includes a plurality of first mounting columns 110; a hinged joint is provided on the first mounting seat 100, and the first mounting seat 100 is hingedly matched with the back rib frame 14 through the hinged joint; a plurality of first mounting holes 101 are provided on the first mounting seat 100, and the back rib frame 14 is provided with a plurality of adjustment through holes 500 near the adjustable diagonal brace rod 16, and the plurality of adjustment through holes 500 are arranged along the height direction of the back rib frame 14; the first mounting column 110 is penetrated with the first mounting hole 101 and the adjustment through hole 500 in sequence to limit the first mounting seat 100 to be fixed on the back rib frame 14. Such a setting method can ensure the smooth loading and unloading operation of the first mounting seat 100.

[0063] Optionally, the first mounting post 110 is threadedly connected to the adjustment through hole 500. The threaded connection has good fastening and a certain self-locking effect, and can prevent the first mounting seat 100 from being separated from the back rib frame 14.

[0064] Optionally, a plurality of adjustment holes 500 are provided on one side of the back rib frame 14 away from the adjustable diagonal brace rod 16, and the adjustment holes 500 can be used to detachably cooperate with the template 15. That is, the two sides of the back rib frame 14 are provided with symmetrically arranged adjustment holes 500, and the adjustment holes 500 can be used as a portion connected to the template 15 and as a connection portion with the first mounting seat 100, thereby improving the versatility of the back rib frame 14.

[0065] In summary, the embodiment of the utility model provides a new cantilever formwork 15 construction structure of a hollow thin-walled high pier 11, which has at least the following advantages:

[0066] The back rib frame 14 can be fixed at a preset position on the construction platform 13, and the first end 16a and the second end 16b of the adjustable diagonal brace 16 can conveniently set a larger angle to adjust the inclination angle of the back rib frame 14, thereby increasing the flexibility of the back rib frame 14 on the construction platform 13 and the flexibility of the back rib frame 14 inclination adjustment. In summary, the new cantilever formwork 15 construction structure of the hollow thin-walled high pier 11 has the advantages of simple structure, convenient setting, space saving, and is conducive to improving construction efficiency.

[0067] The above are only specific implementations of the utility model, but the protection scope of the utility model is not limited thereto. Any changes or substitutions that can be easily thought of by a person skilled in the art within the technical scope disclosed by the utility model should be included in the protection scope of the utility model. Therefore, the protection scope of the utility model should be based on the protection scope of the claims.

Claims

1. A new cantilever formwork construction structure for hollow thin-walled high piers, arranged on the high piers, characterized in that: include: Triangular support frame, construction platform, back rib frame, formwork, adjustable diagonal brace; The construction platform is fastened to the high pier, and the construction platform is arranged in a horizontal direction; The bottom of the back-rib frame is rotatably arranged on the construction platform through a support seat; the length direction of the adjustable diagonal brace has a first end and a second end opposite to each other, the first end is hinged to the back-rib frame through a first mounting seat, and the second end is hinged to the construction platform through a second mounting seat; the adjustable diagonal brace can support the back-rib frame to move away from or close to the construction platform; The support seat is detachably arranged on the construction platform along the extension direction of the construction platform, so that the bottom of the back rib frame can be close to or away from the high pier; The second mounting seat is detachably arranged on the construction platform along the extension direction of the construction platform, so that the second end can be close to or away from the high pier; the first mounting seat is detachably arranged on the back rib frame, so that the first end can adjust its position along the height direction of the back rib frame; The template is detachably arranged on the back frame; the top of the triangular support frame is arranged at the bottom of the construction platform, and the bottom of the triangular support frame is arranged at an end of the high pier away from the construction platform.

2. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 1 is characterized by: Also includes a plurality of support limit columns; A hinged joint is provided on the top of the support seat, and the support seat is hingedly matched with the bottom of the back rib frame through the hinged joint; The bottom of the support seat is provided with a plurality of through holes, and the construction platform is provided with a plurality of matching through holes; and the plurality of matching through holes are evenly distributed on the surface of the construction platform; The support limiting column is sequentially provided with the through hole and the matching hole to limit the support seat to be fixed on the construction platform.

3. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 2 is characterized by: The support limiting column is a limiting pin.

4. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 1 is characterized by: Also included are a plurality of second mounting posts; A hinged joint is provided on the top of the second mounting seat, and the second mounting seat is hingedly matched with the bottom of the adjustable diagonal support rod through the hinged joint; A plurality of second mounting holes are arranged on the bottom of the second mounting seat, and a plurality of matching through holes are arranged on the construction platform; and the plurality of matching through holes are evenly distributed on the surface of the construction platform; The second mounting column is sequentially provided with the second mounting hole and the matching through hole to limit the second mounting seat to be fixed on the construction platform.

5. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 4 is characterized by: The second mounting column is a limiting pin.

6. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 1 is characterized by: Also included are a plurality of first mounting posts; The first mounting seat is provided with a hinged joint, and the first mounting seat is hingedly matched with the back rib frame through the hinged joint; The first mounting seat is provided with a plurality of first mounting holes, the back rib frame is provided with a plurality of adjustment through holes near the adjustable diagonal brace rod, and the plurality of adjustment through holes are arranged along the height direction of the back rib frame; The first mounting post is sequentially provided with the first mounting hole and the adjusting through hole to limit the first mounting seat to be fixed on the back frame.

7. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 6 is characterized by: The first mounting column is threadedly connected to the adjusting through hole.

8. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 6 is characterized by: A plurality of adjustment through holes are arranged on one side of the back rib frame away from the adjustable diagonal brace rod, and the adjustment through holes can be used for detachable cooperation with the template.

9. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 1 is characterized by: The construction platform is provided with a plurality of matching through holes; Along the length direction and width direction of the construction platform, the plurality of matching through holes are arranged in sequence, and the intervals between adjacent matching through holes are the same.

10. The novel cantilever formwork construction structure of a hollow thin-walled high pier according to claim 1 is characterized by: The construction platform is provided with a plurality of matching through holes; The matching through hole includes a step portion and a straight hole connected in sequence; the step portion is close to the top surface of the construction platform.

Citation Information

Patent Citations

  • Cantilever formwork framework for construction of double-chamber hollow thin-wall high pier and construction method of cantilever formwork framework

    CN116397533A