Light ultra-high independent column handling frame capable of being turned over
By designing a turnaround lightweight ultra-high independent column operating frame, the combination of embedded connecting components and other components is used to solve the stability, safety and efficiency of the traditional operating frame during construction, achieving efficient connection, easy assembly and disassembly and reducing construction costs.
Patent Information
- Application Number
- CN202421880933.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-06
- Publication Date
- 2025-04-15
- Estimated Expiration
- 2034-08-06
AI Technical Summary
During the construction process, traditional ultra-high independent column operating frames have problems such as stability, poor safety, low material turnover, high installation cost and low construction efficiency.
A turnover lightweight ultra-high independent column operating frame is designed, using embedded connection components, integrated operating frame standard sections, detachable scaffolding handrail integrated assembly, column longitudinal reinforcement butt correction jack and column correction fastening top support device. Through the combination and connection of these components, an operating frame with simple structure, reasonable design, and easy to assemble and disassemble and process.
It realizes efficient connection and disassembly of the operating frame, improves construction efficiency and material turnover, reduces construction costs, and ensures the stability and safety of the operating frame, and is suitable for independent columns of different heights.
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Figure CN222759368U_ABST
Abstract
Description
Technical Field
[0001] The utility model specifically relates to a rotatable light-weight ultra-high independent column operating frame, belonging to the technical field of ultra-high independent columns. Background Art
[0002] As the name suggests, super-high independent columns refer to independent columns whose height exceeds the general standard. These columns usually have larger cross-sectional dimensions and higher bearing capacity to support the weight of the superstructure and transfer loads. They do not rely on other columns or walls, but independently bear structural forces, so they are called "independent columns". Super-high independent columns are an important structural element in the field of construction. Due to the high height of super-high independent columns, the design, production and installation of the formwork system face huge challenges. The formwork needs to have sufficient rigidity and stability to resist the lateral pressure and construction load during concrete pouring. At the same time, the joints of the formwork must be strictly handled to prevent leakage and ensure the flatness of the concrete surface. The steel bar binding and installation of super-high independent columns are also complicated. The specifications, quantity and position of the steel bars need to be precisely controlled to ensure the safety and stability of the structure. In addition, the connection method, joint position and welding quality of the steel bars also need to be strictly controlled.
[0003] Ultra-high independent columns are currently being gradually used in the construction of large factories, large hospitals and other projects. Their height is generally more than 20m and they are constructed separately. Due to their high height, the erection of their operating frames has also become a difficult and important point in the construction process. In traditional practices, steel pipe fastener scaffolding or socket-type disc-type scaffolding is commonly used, which has poor stability and safety, low material turnover rate, high erection cost and low construction efficiency.
[0004] In view of this, a rotatable light-weight ultra-high independent column operating frame is proposed. Utility Model Content
[0005] The purpose of the utility model is to provide a rotatable light-weight ultra-high independent column operating frame in order to solve the above-mentioned problems. The utility model has a simple structure, a reasonable design, and the accessories are all assembled unified components. The processing is convenient, the operating frame is easy to assemble and disassemble, the construction efficiency is high, the turnover rate is high, and the construction cost can be effectively reduced.
[0006] The utility model achieves the above-mentioned purpose through the following technical scheme: a rotatable lightweight ultra-high independent column operating frame, including a pre-buried connection component, the top of the pre-buried connection component is connected to an integral operating frame standard section, the bottom of the integral operating frame standard section is welded with a mounting plug rod, the top of the integral operating frame standard section is welded with a mounting sleeve, the integral operating frame standard section is fixedly connected with a detachable scaffolding handrail integrated component, the top of the integral operating frame standard section is connected with a column longitudinal steel bar docking correction jack through a fixing bolt, and a column correction and tightening jacking device is also fixedly installed on the outer side wall of the integral operating frame standard section.
[0007] Furthermore, in order to allow the installation rod to be inserted into the base sleeve, the embedded connection assembly includes a steel plate pad, the top of which is fixedly mounted with a base sleeve, and one end of the installation rod is inserted into the base sleeve.
[0008] Furthermore, in order to connect the mounting rod and the base sleeve as a whole through the first fastening bolt, first through holes distributed laterally and vertically are opened on the mounting rod and the base sleeve, the first through hole is connected with a first fastening bolt, and an anchor bar is fixedly installed on the steel plate pad.
[0009] Furthermore, in order to strengthen the strength of the standard section of the integral operating frame through the inclined support reinforcement rod, a steel ladder is fixedly connected to the standard section of the integral operating frame, and an inclined support reinforcement rod is also welded to the standard section of the integral operating frame.
[0010] Furthermore, in order to facilitate the use of the second fastening bolts, the mounting sleeve is provided with second through holes distributed transversely and vertically, and the second through holes are connected with second fastening bolts.
[0011] Furthermore, in order to connect the scaffolding board body with the standard section of the integral operating frame, the detachable scaffolding board handrail integrated assembly includes a scaffolding board body, and the scaffolding board body is arranged on the standard section of the integral operating frame, and a third through hole is arranged on the scaffolding board body and the standard section of the integral operating frame.
[0012] Furthermore, in order to facilitate the use of the third fastening bolt, a third fastening bolt is connected in the third through hole, and an integrated handrail is welded on the top of the scaffolding board body.
[0013] Furthermore, in order to form the integrated operating frame standard section through a plurality of square steel pipes, the integrated operating frame standard section is made by welding a plurality of square steel pipes.
[0014] The technical effects and advantages of the utility model are as follows: simple structure, reasonable design, all accessories are assembled unified components, easy processing, convenient assembly and disassembly of the operating frame, high construction efficiency, and can adapt to independent columns of different heights. At the same time, the operating frame is made of square steel, which is very durable and has a high turnover rate, which can effectively reduce construction costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is a front view structural schematic diagram of the utility model;
[0016] Figure 2 It is a side view structural schematic diagram of the utility model;
[0017] Figure 3 It is a schematic diagram of the top view structure of the utility model;
[0018] Figure 4 It is a side view structural diagram of a standard section of an integral operating frame in the utility model;
[0019] Figure 5 It is a front view structural diagram of a standard section of an integral operating frame in the utility model;
[0020] Figure 6 It is a structural schematic diagram of the integrated assembly of the detachable scaffolding handrail in the utility model;
[0021] Figure 7 This is a schematic diagram of the connection structure between the installation rod and the installation sleeve in the utility model;
[0022] Figure 8 It is a structural schematic diagram of the pre-buried connection assembly in the utility model;
[0023] Fig. 9 This is a schematic diagram of the side elevation of the jack installation in the utility model;
[0024] Fig.10 This is a schematic diagram of the installation plane of the jack in the utility model;
[0025] Fig.11 This is a schematic diagram of the front elevation of the installation of the center column correction, fastening and jacking device of the utility model;
[0026] Fig.12 This is a schematic diagram of the installation plan of the center column correction, fastening and jacking device of the utility model;
[0027] In the figure: 1. Embedded connection assembly; 101. Steel plate pad; 102. Base sleeve; 103. First fastening bolt; 104. Anchor bar; 2. Standard section of integral operating frame; 3. Installation plug rod; 4. Installation sleeve; 5. Removable scaffolding handrail integrated assembly; 501. Scaffolding body; 502. Third fastening bolt; 503. Integrated handrail; 6. Jack; 7. Column correction fastening jacking device; 8. Steel ladder; 9. Inclined support reinforcement rod; 10. Second fastening bolt. DETAILED DESCRIPTION
[0028] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0029] See also Figure 1-Figure 12 As shown, a rotatable light-duty ultra-high independent column operating frame includes a pre-buried connection component 1, the top of the pre-buried connection component 1 is connected with an integral operating frame standard section 2, the integral operating frame standard section 2 is welded by a plurality of square steel pipes, a mounting rod 3 is welded at the bottom of the integral operating frame standard section 2, a mounting sleeve 4 is welded at the top of the integral operating frame standard section 2, the mounting sleeve 4 is provided with second through holes distributed horizontally and vertically, a second fastening bolt 10 is connected in the second through hole, and a second fastening bolt 10 is connected between the mounting rod 3 and the mounting sleeve 4. The cooperation of the sleeve 4 makes it easy to connect multiple integral operating frame standard sections 2. A detachable scaffolding handrail integrated component 5 is fixedly connected to the integral operating frame standard section 2. The top of the integral operating frame standard section 2 is connected to the column longitudinal steel bar docking correction jack 6 through a fixing bolt. The longitudinal steel bars are corrected by the jack 6. A column correction, fastening and jacking device 7 is also fixedly installed on the outer wall of the integral operating frame standard section 2. The column correction, fastening and jacking device 7 is fastened to the independent columns from four sides.
[0030] The embedded connection assembly 1 includes a steel plate pad 101, a base sleeve 102 is fixedly installed on the top of the steel plate pad 101, one end of the mounting rod 3 is inserted into the base sleeve 102, and the mounting rod 3 and the base sleeve 102 are both provided with first through holes distributed horizontally and vertically, a first fastening bolt 103 is connected in the first through hole, and an anchor 104 is fixedly installed on the steel plate pad 101. Under the action of the anchor 104, the steel plate pad 101 and the base sleeve 102 can be fixed as the anchor 104 is fixed.
[0031] A steel ladder 8 is fixedly connected to the standard section 2 of the integral operating frame, and an inclined support reinforcement rod 9 is also welded to the standard section 2 of the integral operating frame. The steel ladder 8 is convenient for workers to climb, and the inclined support reinforcement rod 9 strengthens the use strength of the standard section 2 of the integral operating frame.
[0032] The detachable scaffolding handrail integrated component 5 includes a scaffolding body 501, which is arranged on the integral operating frame standard section 2. A third through hole is arranged on the scaffolding body 501 and the integral operating frame standard section 2. A third fastening bolt 502 is connected in the third through hole. An integrated handrail 503 is welded to the top of the scaffolding body 501. The scaffolding body 501 and the integral operating frame standard section 2 are detachably connected by the third fastening bolt 502. The scaffolding body 501 and the integrated handrail 503 are integral. After the scaffolding body 501 is installed, the integrated handrail 503 is also installed. Similarly, during disassembly, the two can be removed at the same time.
[0033] When the utility model is in use, the anchor bar 104 is placed in the hardened floor and cast and fixed, and then the user can place the bottom installation plug rod 3 of the integral operating frame standard section 2 into the base sleeve 102 on the steel plate pad 101. After the placement is completed, the installation plug rod 3 is connected and fixed to the base sleeve 102 by the first fastening bolt 103. Then the user can place the installation plug rod 3 at the bottom of other integral operating frame standard sections 2 into the installation sleeve 4 at the top of the fixed integral operating frame standard section 2, and then use the second fastening bolt 10 to connect and fix the two integral operating frame standard sections 2, and so on. Multiple integral operating frame standard sections 2 are connected. After the multiple integral operating frame standard sections 2 are connected, an operating frame can be formed. When the scaffolding board body 501 is installed on the integral operating frame standard section 2 through the third fastening bolt 502, the integrated handrail 503 is installed along with the installation of the scaffolding board body 501. In summary, the device has a simple structure and a reasonable design. The accessories are all assembled unified components, which are easy to process. The operating frame is easy to assemble and disassemble, and the construction efficiency is high. It can adapt to independent columns of different heights. At the same time, the operating frame is made of square steel, which is very durable and has a high turnover rate, which can effectively reduce construction costs.
[0034] It is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-limiting from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any reference numeral in a claim should not be regarded as limiting the claim to which it relates.
[0035] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.
Claims
1. A rotatable lightweight ultra-high independent column operating frame, comprising a pre-buried connection assembly (1), characterized in that: The top of the embedded connection component (1) is connected to an integral operating frame standard section (2), the bottom of the integral operating frame standard section (2) is welded with a mounting rod (3), the top of the integral operating frame standard section (2) is welded with a mounting sleeve (4), the integral operating frame standard section (2) is fixedly connected with a detachable scaffolding handrail integrated component (5), the top of the integral operating frame standard section (2) is connected with a column longitudinal steel bar docking correction jack (6) through fixing bolts, and a column correction and tightening jacking device (7) is also fixedly installed on the outer side wall of the integral operating frame standard section (2).
2. A rotatable light-duty ultra-high independent column operating frame as claimed in claim 1, characterized in that: The embedded connection assembly (1) comprises a steel plate backing plate (101), a base sleeve (102) is fixedly mounted on the top of the steel plate backing plate (101), and one end of the mounting plug rod (3) is inserted into the base sleeve (102).
3. A rotatable light-duty ultra-high independent column operating frame as claimed in claim 2, characterized in that: The installation plug rod (3) and the base sleeve (102) are both provided with first through holes distributed in the transverse direction and in the vertical direction, and a first fastening bolt (103) is connected in the first through hole. Anchor bars (104) are fixedly installed on the steel plate pad (101).
4. The rotatable light-duty ultra-high independent column operating frame according to claim 1, characterized in that: A steel ladder (8) is fixedly connected to the standard section (2) of the integral operating frame, and an inclined support reinforcing rod (9) is also welded to the standard section (2) of the integral operating frame.
5. The rotatable light-duty ultra-high independent column operating frame according to claim 1, characterized in that: The installation sleeve (4) is provided with second through holes distributed in a transverse direction and a vertical direction, and the second through holes are connected with second fastening bolts (10).
6. The rotatable light-duty ultra-high independent column operating frame according to claim 1, characterized in that: The detachable scaffolding handrail integrated assembly (5) comprises a scaffolding body (501), wherein the scaffolding body (501) is arranged on the integral operating frame standard section (2), and a third through hole is arranged on the scaffolding body (501) and the integral operating frame standard section (2).
7. A rotatable light-duty ultra-high independent column operating frame as claimed in claim 6, characterized in that: A third fastening bolt (502) is connected in the third through hole, and an integrated handrail (503) is welded to the top of the scaffolding board body (501).
8. The rotatable light-duty ultra-high independent column operating frame according to claim 1, characterized in that: The integral operating frame standard section (2) is made by welding a plurality of square steel pipes.