Reinforcing device for aluminum mold of section steel column with super-large cross section
By designing an aluminum formwork reinforcement device for super-large cross-section steel columns, the problems of inconvenient operation and insufficient stability in the prior art are solved, high-strength and levelable construction effects are achieved, and construction quality and efficiency are improved.
Patent Information
- Application Number
- CN202420644406.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-03-29
- Publication Date
- 2025-05-09
- Estimated Expiration
- 2034-03-29
AI Technical Summary
The existing steel column aluminum alloy formwork reinforcement device is inconvenient to operate, has a low turnover rate, cannot be adjusted after installation, and has insufficient stability.
A device including an aluminum formwork, a reinforcement group and a quick leveling assembly is designed. The aluminum formwork is arranged in a longitudinally interlaced manner, the reinforcement group is fixed by pulling bolts, and the quick leveling assembly is assisted by auxiliary adjustment by steel rope group and oblique braces.
It realizes the integrity and high strength of the aluminum formwork, is easy to operate, can adjust the plane, improves construction quality and efficiency, and reduces construction costs.
Smart Images

Figure CN222847803U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of aluminum template reinforcement, and more specifically, it relates to an aluminum template reinforcement device for super-large cross-section steel columns. Background Art
[0002] High-rise and super-high-rise buildings are springing up in major cities across China, placing increasingly higher demands on the use of building materials, especially on the formwork for concrete molding.
[0003] It is difficult for the construction industry to meet the higher requirements of project quality and construction period by using traditional formwork systems.
[0004] However, since the aluminum alloy formwork system not only meets the requirements of green construction, but also has the advantages of safety, efficiency, economy, environmental protection, energy saving, and has a good visual effect on the quality of the finished product, more and more aluminum alloy formworks are used in construction projects.
[0005] However, the current aluminum alloy formwork reinforcement device for steel columns has problems such as being not easy to operate, having a relatively low turnover rate, being unable to be adjusted after installation, and not being stable enough. Utility Model Content
[0006] The purpose of the utility model is to provide an aluminum mold reinforcement device for super-large cross-section steel columns, a steel column aluminum mold reinforcement device with good integrity, high strength, easy operation and leveling, which is used to reduce construction costs and improve construction quality and construction efficiency.
[0007] The above technical purpose of the utility model is achieved through the following technical scheme: an aluminum formwork reinforcement device for super-large cross-section steel columns, comprising a plurality of aluminum formworks, a reinforcement group, and a plurality of quick leveling components.
[0008] A plurality of aluminum templates, wherein the aluminum templates are combined to form a steel column aluminum template, a plurality of transverse ribs and a plurality of longitudinal ribs are arranged on the back of the aluminum template, and the aluminum templates are staggered in the longitudinal direction;
[0009] A reinforcement group, comprising a plurality of reinforcement members, wherein the plurality of reinforcement members are all located on the same horizontal plane and abut against the aluminum mold of the steel column, and a tension bolt is arranged between two adjacent reinforcement members;
[0010] A plurality of quick leveling components, at least one group of the quick leveling components is arranged on each side of the circumferential direction of the aluminum mold of the steel column, each quick leveling component comprises a base, a long-limb diagonal brace, a short-limb diagonal brace and a steel rope group, the base is pre-embedded on the ground at the bottom of the aluminum mold of the steel column, and one end of the steel rope group, one end of the long-limb diagonal brace and one end of the short-limb diagonal brace are detachably arranged on the pre-embedded base, and one end of the steel rope group, the long-limb diagonal brace and the short-limb diagonal brace away from the pre-embedded base are arranged on the outer wall of the aluminum mold of the steel column in sequence from the top to the bottom of the outer wall.
[0011] The utility model is further configured as follows: the reinforcing member is in a trapezoidal structure, and the long side of the reinforcing member is in contact with the aluminum mold of the steel column.
[0012] The utility model is further configured as follows: the base is 100cm-200cm away from the outer side wall of the steel column.
[0013] The utility model is further configured as follows: one end of the short-limb diagonal brace is hinged to the base, and one end of the short-limb diagonal brace away from the base is hinged to the bottom of the aluminum mold of the steel column.
[0014] The utility model is further configured as follows: one end of the long-limb diagonal brace is hinged to the base, and one end of the long-limb diagonal brace away from the base is hinged to the middle part of the aluminum mold of the steel column.
[0015] The utility model is further configured as follows: the steel rope group includes a flange pull rod, a steel cable and an adjusting rope clamp, one end of the flange pull rod is hinged on the base, one end of the steel cable is fixedly arranged on the end of the flange pull rod away from the base, after the middle part of the steel rope is hinged to the aluminum mold of the steel column, the end of the steel rope away from the flange pull rod is connected to the adjusting rope clamp, and the adjusting rope clamp is clamped on the steel rope.
[0016] In summary, the utility model has the following beneficial effects: the mutually staggered arrangement of the aluminum templates can fix the templates to each other to achieve stress offset at the transverse joints, and the arrangement of the reinforcement group can eliminate the stress at the longitudinal joints between the aluminum templates. Finally, the arrangement of the quick leveling component can assist the staff in correcting the verticality of the heavy aluminum templates. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 This is a schematic diagram of the installation of the device in the embodiment of the utility model;
[0018] Figure 2 This is a schematic diagram of the installation of the device in the embodiment of the utility model;
[0019] Figure 3It is an installation plan view of the reinforcement group of the device in the embodiment of the utility model;
[0020] Figure 4 It is a three-dimensional diagram of the aluminum template in the embodiment of the utility model;
[0021] Figure 5 It is a structural schematic diagram of the flange pull rod in the embodiment of the utility model;
[0022] Figure 6 It is a schematic diagram of the structure of the adjusting rope clamp in the embodiment of the utility model.
[0023] In the figure:
[0024] 1. Aluminum formwork; 11. Horizontal ribs; 12. Longitudinal ribs;
[0025] 2. Reinforcement group; 21. Reinforcement member; 22. Tension bolt;
[0026] 3. Quick leveling assembly; 31. Steel cable; 32. Short-limb diagonal brace; 33. Long-limb diagonal brace; 34. Flange pull rod; 35. Base; 36. Adjustment rope clamp. DETAILED DESCRIPTION
[0027] In order to enable those skilled in the art to better understand the solution of the utility model, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is only a part of the embodiment of the utility model, not all of the embodiments. Based on the embodiment of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work should fall within the scope of protection of the utility model.
[0028] It should be noted that if the terms "first", "second", etc. are involved in the specification and claims of the utility model and the above-mentioned drawings, they are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequence. It should be understood that the data used in this way can be interchanged where appropriate, so as to describe the embodiments of the utility model described here. In addition, if the terms "including" and "having" and any of their variations are involved, it is intended to cover non-exclusive inclusions, for example, a process, method, system, product or device that includes a series of steps or units is not necessarily limited to those steps or units clearly listed, but may include other steps or units that are not clearly listed or inherent to these processes, methods, products or devices.
[0029] In addition, in the present invention, the terms "installation", "setting", "provided with", "connection", "connected", "socketing" and the like should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral structure; it can be a mechanical connection, or an electrical connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be an internal connection between two devices, elements or components. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances.
[0030] It should be noted that, in the absence of conflict, the embodiments and features of the embodiments of the present invention can be combined with each other. The present invention will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.
[0031] The following is combined with Figure 1-5 The utility model is described in further detail.
[0032] Example
[0033] like Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, an aluminum formwork reinforcement device for super-large cross-section steel columns includes a plurality of aluminum formworks 1, a reinforcement group 2, and a plurality of quick leveling components 3.
[0034] A plurality of aluminum templates 1 are enclosed to form a steel column aluminum template. A plurality of transverse ribs 11 and a plurality of longitudinal ribs 12 are arranged on the back of the aluminum templates 1. The aluminum templates 1 are staggered with each other in the longitudinal direction.
[0035] In this embodiment, the transverse ribs 11 and the longitudinal ribs 12 are mainly used to further strengthen the firmness of the aluminum formwork 1 during use to prevent it from being easily deformed and damaged. The aluminum formwork 1 is staggered in the longitudinal and transverse directions so that the transverse joints of the aluminum formworks 1 in the same vertical direction are not colinear with the adjacent aluminum formworks 1 after being spliced together. This arrangement can ensure that the stress at the transverse joints can be eliminated when the aluminum formwork 1 itself is installed, so as to counteract the expansion stress of the concrete.
[0036] The reinforcement group 2 includes a plurality of reinforcement members 21 , and the plurality of reinforcement members 21 are all located on the same horizontal plane and abut against the aluminum mold of the steel column. A tension bolt 22 is provided between two adjacent reinforcement members 21 .
[0037] The reinforcement member 21 is in a trapezoidal structure, and the long side of the reinforcement member 21 abuts against the aluminum mold of the steel column.
[0038] In this embodiment, the reinforcement group 2 can be one group or multiple groups arranged in parallel with each other.
[0039] A plurality of quick leveling components 3 are provided, and at least one group of quick leveling components 3 is provided on each side of the circumferential direction of the aluminum mold of the steel column. Each quick leveling component 3 includes a base 35, a long-limb diagonal brace 33, a short-limb diagonal brace 32 and a steel rope group. The base 35 is pre-buried on the ground at the bottom of the aluminum mold of the steel column, and one end of the steel rope group, one end of the long-limb diagonal brace 33 and one end of the short-limb diagonal brace 32 are detachably provided on the pre-buried base 35. The ends of the steel rope group, the long-limb diagonal brace 33 and the short-limb diagonal brace 32 away from the pre-buried base 35 are provided on the outer wall of the aluminum mold of the steel column in sequence from the top to the bottom.
[0040] Preferably, the base 35 is 100 cm to 200 cm away from the outer side wall of the steel column.
[0041] One end of the short-limb diagonal brace 32 is hinged to the base 35 , and one end of the short-limb diagonal brace 32 away from the base 35 is hinged to the bottom of the aluminum mold of the steel column.
[0042] One end of the long-limb diagonal brace 33 is hinged to the base 35 , and one end of the long-limb diagonal brace 33 away from the base 35 is hinged to the middle part of the aluminum mold of the steel column.
[0043] In this embodiment, the common knowledge of those skilled in the art is not explained. The aluminum mold of the steel column is provided with buckles for the steel rope group, the long-limb diagonal brace 33 and the short-limb diagonal brace 32 to pass through and hinge.
[0044] The steel rope group includes a flange pull rod 34, a steel cable 31 and an adjusting rope clamp 36. One end of the flange pull rod 34 is hinged on the base 35, and one end of the steel cable 31 is fixedly arranged on the end of the flange pull rod 34 away from the base 35. After the middle part of the steel rope is hinged to the aluminum mold of the steel column, the end of the steel rope away from the flange pull rod 34 is connected to the adjusting rope clamp 36, and the adjusting rope clamp 36 is clamped on the steel rope.
[0045] Working principle: The staggered arrangement of the aluminum templates 1 can fix the templates to each other to offset the stress at the horizontal joints. The reinforcement group 2 can eliminate the stress at the longitudinal joints between the aluminum templates 1. Finally, the quick leveling component 3 can assist the staff in correcting the verticality of the heavy aluminum template 1.
[0046] It should be noted that all features disclosed in this specification, or steps in all methods or processes disclosed, except for mutually exclusive features and / or steps, can be combined in any manner.
[0047] In addition, the above specific embodiments are exemplary, and those skilled in the art can come up with various solutions inspired by the disclosure of the utility model, and these solutions also belong to the disclosure scope of the utility model and fall within the protection scope of the utility model. Those skilled in the art should understand that the utility model specification and its drawings are illustrative and do not constitute a limitation of the claims. The protection scope of the utility model is defined by the claims and their equivalents.
Claims
1. A device for reinforcing aluminum molds for super-large cross-section steel columns, characterized in that: include: A plurality of aluminum templates (1), wherein the plurality of aluminum templates (1) are combined to form a steel column aluminum template, a plurality of transverse ribs (11) and a plurality of longitudinal ribs (12) are arranged on the back of the aluminum template (1), and the aluminum templates (1) are arranged in an interlaced manner in the longitudinal direction; A reinforcement group (2) comprising a plurality of reinforcement members (21), wherein the plurality of reinforcement members (21) are all located on the same horizontal plane and abut against the aluminum mold of the steel column, and a tension bolt (22) is provided between two adjacent reinforcement members (21); A plurality of quick leveling components (3), at least one group of the quick leveling components (3) is arranged on each side of the aluminum mold of the steel column in the circumferential direction, each quick leveling component (3) comprises a base (35), a long-limb diagonal brace (33), a short-limb diagonal brace (32) and a steel rope group, the base (35) is pre-embedded on the ground at the bottom of the aluminum mold of the steel column, and one end of the steel rope group, one end of the long-limb diagonal brace (33) and one end of the short-limb diagonal brace (32) are detachably arranged on the pre-embedded base (35), and one end of the steel rope group, the long-limb diagonal brace (33) and the short-limb diagonal brace (32) away from the pre-embedded base (35) is arranged on the outer wall of the aluminum mold of the steel column in sequence from the top to the bottom.
2. The device for reinforcing aluminum molds for super-large cross-section steel columns according to claim 1 is characterized in that: The reinforcing member (21) has a trapezoidal structure, and the long side of the reinforcing member (21) abuts against the aluminum mold of the steel column.
3. The device for reinforcing aluminum molds for super-large cross-section steel columns according to claim 1 is characterized in that: The base (35) is 100 cm to 200 cm away from the outer side wall of the steel column.
4. The device for reinforcing aluminum molds for super-large cross-section steel columns according to claim 1 is characterized in that: One end of the short-limb diagonal brace (32) is hinged to the base (35), and one end of the short-limb diagonal brace (32) away from the base (35) is hinged to the bottom of the aluminum mold of the steel column.
5. The device for reinforcing aluminum molds for super-large cross-section steel columns according to claim 4 is characterized in that: One end of the long-limb diagonal brace (33) is hinged to the base (35), and one end of the long-limb diagonal brace (33) away from the base (35) is hinged to the middle of the aluminum mold of the steel column.
6. A device for reinforcing aluminum molds for super-large cross-section steel columns according to any one of claims 1 to 5, characterized in that: The steel rope group includes a flange pull rod (34), a steel cable (31) and an adjusting rope clamp (36), one end of the flange pull rod (34) is hinged on the base (35), one end of the steel cable (31) is fixedly arranged on the end of the flange pull rod (34) away from the base (35), after the middle part of the steel rope is hinged to the aluminum mold of the steel column, the end of the steel rope away from the flange pull rod (34) is connected to the adjusting rope clamp (36), and the adjusting rope clamp (36) is clamped on the steel rope.