Attached tower steel column of attached lifting scaffold

Abstract

The utility model relates to the technical field of construction, and discloses an attachment tower steel column of an attachment type lifting scaffold, which comprises a base, an attachment type scaffold, an operation layer and a plurality of attachment tower mechanisms, each attachment tower mechanism comprises a plurality of first plates, four corners of the top side of each first plate are fixedly connected with supporting angle steel, and the supporting angle steel is fixedly connected with the operation layer. A second plate is fixedly connected to the top sides of the multiple pieces of supporting angle steel, four pieces of reinforcing angle steel are fixedly connected to the bottoms of the multiple pieces of supporting angle steel, two pieces of inclined angle steel are fixedly connected to the middles of the multiple pieces of supporting angle steel, and a right-angle plate is fixedly connected to the bottom sides of the multiple pieces of supporting angle steel. And fourth plates are fixedly connected to the front side and the rear side of one attachment tower frame mechanism correspondingly. The bottom end of the adjustable pull rod at the top of the supporting assembly is connected with the bolt, the top end is in threaded connection with the auxiliary nut, the length and angle can be adjusted, flexible connection and force transmission are achieved, and structural stability and adaptability are enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to an attached lifting scaffolding attached to a tower steel column. Background Art

[0002] The steel columns of the attached towers are a key component of the attached lifting scaffolding system. They are vertical steel rods. They are attached vertically to the exterior of the building and feature a variety of cross-sectional shapes, connected to the main structure at regular intervals. Their function is to support the scaffold's own weight and construction loads, while also transferring loads to the building. Design parameters must be determined based on a variety of factors, and installation must ensure verticality and secure connections.

[0003] After searching, the Chinese patent document announcement number: CN216109662U discloses an attached lifting scaffolding machine position auxiliary attachment steel column, including a column; the upper end of the column is hingedly installed with a pull rod on both sides through a pin shaft, and the column includes a base plate, the top surface of the base plate is welded with four angle steels in a rectangular distribution, and two adjacent angle steels of the four angle steels are installed with multiple matching steel plates spaced along the length direction of the angle steels. This utility model solves the problem that the climbing frame attachment position cannot be properly installed after the structure shrinks, ensuring that the climbing frame can still be lifted normally after the structure shrinks during the construction of the super-high-rise structure. At the same time, the utility model has a relatively low cost, the steel column is easy to install, and the steel column can be recycled after use, saving material costs.

[0004] Regarding the above-mentioned related technologies, the inventor believes that the above patent mentioned in the specific implementation method: "Both sides of the upper end of the column are hinged with pull rods through pins, and the column includes a base plate. The top surface of the base plate is rectangularly distributed and welded with four angle steels. Two adjacent angle steels of the four angle steels are installed with multiple matching steel plates along the length direction of the angle steels." Although the above patent solves the problem that the climbing frame attachment position cannot be installed after the structure shrinks, the variable floor height or structural shape leads to the inability to attach the attached scaffolding, the cantilever free end is too high and has no attachment point, and other problems. At the same time, the patent's inclined rod cannot adjust the length and angle, and is only set on two sides; the customized steel column cannot be raised or lowered to adapt to different height requirements, and is inconvenient to install and disassemble, resulting in the inability to adapt to different height requirements. For this reason, an attached lifting scaffolding attached to the tower steel column is proposed to solve the above problem. Utility Model Content

[0005] In order to make up for the above shortcomings, the utility model provides an attached lifting scaffolding attached tower steel column, which aims to improve the problem in the prior art that some attached lifting scaffolding attached tower steel columns cannot be adjusted and disassembled to different heights.

[0006] In order to achieve the above purpose, the present invention adopts the following technical solutions:

[0007] The cam frame is provided with a plurality of support rails, and the support rails are provided with a plurality of support rails, and the support rails are provided with a plurality of support rails.

[0008] As a further description of the above technical solution:

[0009] The top right end of the support assembly is rotatably connected to an adjustable pull rod, the top end of the adjustable pull rod is threadedly connected to an auxiliary nut, the bottom of the base is threadedly connected to a beam-penetrating screw, the top end of one of the reinforcement angle steels is threadedly connected to a limiting screw, and the right sides of the limiting screw and the beam-penetrating screw are fixed to the upper and lower ends of the left side of the attached scaffolding through attachment supports;

[0010] As a further description of the above technical solution:

[0011] The support assembly includes a screw embedded plate, the outer portion of the screw embedded plate is fixedly connected to the left end of the base, the left end of the screw embedded plate is threadedly connected to a bolt, the outer portion of the bolt is threadedly connected to a supporting nut, the top of the right end of the screw embedded plate is threadedly connected to a limiting nut, and a positioning hole is opened inside the ear plate;

[0012] As a further description of the above technical solution:

[0013] The bottom end of the adjustable pull rod is rotatably connected to the top of the right end of the bolt, and the plurality of attachment tower mechanisms are connected via threads;

[0014] As a further description of the above technical solution:

[0015] The right end of the base is fixedly connected to a screw embedded plate, and the left and right ends of the top of the screw embedded plate are slidably connected to the attachment tower mechanism that is attached to the top side of the base, and the left and right ends of the top of the screw embedded plate are both threadedly connected with fixing screws.

[0016] The utility model has the following beneficial effects:

[0017] In the utility model, the bottom of the base is fixed to the attached scaffolding through the beam screw and the top limit screw of the reinforced angle steel through the attachment support. The bottom end of the adjustable pull rod at the top of the support component is connected with the bolt, and the top end is threadedly connected to the auxiliary nut, which can adjust the length and angle to achieve flexible connection and force transmission, thereby enhancing structural stability and adaptability. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 This is a three-dimensional schematic diagram of an attached lifting scaffolding attached to a tower steel column proposed by the utility model;

[0019] Figure 2 This is a structural diagram of the reinforced angle steel of the attached tower steel column of an attached lifting scaffolding proposed by the utility model;

[0020] Figure 3 This is a structural diagram of the support angle steel of the attached tower steel column of an attached lifting scaffolding proposed by the utility model;

[0021] Figure 4 This is a structural diagram of a plate 2 of an attached lifting scaffolding attached to a tower steel column proposed by the present invention;

[0022] Figure 5 This is a structural diagram of a plate 5 of an attached lifting scaffolding attached to a tower steel column proposed by the utility model;

[0023] Figure 6 This is a structural diagram of a plate 4 of an attached lifting scaffolding attached to a tower steel column proposed by the present invention;

[0024] Figure 7 The utility model provides a structural schematic diagram of an ear plate of an attached lifting scaffold attached to a tower steel column.

[0025] Legend:

[0026] 1. Base; 2. Bolts; 3. Screw embedded plate; 4. Limit nut; 5. Adjustable pull rod; 6. Auxiliary nut; 7. Attached scaffolding; 8. Attached support; 9. Working layer; 10. Through-beam screw; 11. Screw embedded plate; 12. Fixing screw; 13. Attached tower mechanism; 131. Plate one; 132. Support angle steel; 133. Plate two; 134. Reinforcement angle steel; 135. Inclined angle steel; 136. Right-angle plate; 137. Positioning hole; 138. Plate four; 139. Plate five; 140. Ear plate; 141. Triangle plate; 142. Plate three; 14. Limit screw. DETAILED DESCRIPTION

[0027] The following will be combined with the accompanying drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0028] Reference Figure 1 、 Figure 2 and Figure 7 The utility model provides an embodiment: an attached lifting scaffolding attached tower steel column, comprising a base 1, an attached scaffolding 7, a working layer 9 and a plurality of attached tower mechanisms 13, the attached tower mechanism 13 being composed of a plurality of plate one 131, the top four corners of plate one 131 being firmly fixedly connected with support angle steels 132, these support angle steels 132 play a supporting role, and their top sides are jointly fixedly connected with plate two 133, providing a stable support plane for the upper structure. The bottoms of the plurality of support angle steels 132 are carefully fixedly connected with four reinforcing angle steels 134, further enhancing the structural strength and stability of the bottom. The middle parts of the plurality of support angle steels 132 are firmly fixedly connected with two inclined angle steels 135, and this inclined design helps to disperse stress. The bottom side of the support angle steel 132 is fixedly connected with a right-angle plate 136, making the connection tighter and more stable.

[0029] Reference Figures 3 to 5 , one of the attachment tower mechanisms 13 is fixedly connected to plate four 138 on both the front and rear sides, and plate four 138 provides additional connection and support points for the corresponding parts. One of the attachment tower mechanisms 13 is fixedly connected to plate five 139 on the left side, which provides a basis for the structural connection and function realization on the left side. One of the attachment tower mechanisms 13 is fixedly connected to plate three 142 on the right side, which meets the structural requirements on the right side. Two ear plates 140 are fixedly connected to the far side of the two plates four 138 and the right side of the plate three 142, and the ear plates 140 are used for subsequent connection and installation operations. The far side of the two ear plates 140 is fixedly connected to a triangular plate 141, which can enhance the stability of the connection part and disperse the force.

[0030] Reference Figure 1 、 Figure 6 and Figure 7The left end of the base 1 is fixedly connected to a support assembly that supports subsequent components. The support assembly includes a screw embedded plate 3, the exterior of which is fixedly connected to the left end of the base 1 through a precise connection method. The left end of the screw embedded plate 3 is threadedly connected to a bolt 2, and the exterior of the bolt 2 is threadedly connected to a support nut, providing tightening force for the connection. The top of the right end of the screw embedded plate 3 is threadedly connected to a limit nut 4, which serves as a limit and fixation. The interior of the ear plate 140 is provided with a positioning hole 137, which is used for accurate positioning and installation operations.

[0031] Reference Figure 1 The top right end of the support assembly is rotatably connected to an adjustable tie rod 5. This flexible tie rod 5 allows for adjustment of length and angle according to actual needs. The angle is preferably controlled between 45 and 60 degrees. The bottom end of the adjustable tie rod 5 is rotatably connected to the top right end of bolt 2, enabling flexible connection and force transmission between the two. The multiple attachment tower mechanisms 13 are connected via threads, which facilitates installation and disassembly while ensuring stability and reliability.

[0032] A screw-embedded plate 11 is fixedly connected to the right end of base 1. The top and left ends of screw-embedded plate 11 are slidably connected to an attachment tower mechanism 13 affixed to the top side of base 1. This sliding connection facilitates installation and adjustment. Fixing screws 12 are threaded onto the left and right ends of screw-embedded plate 11 to secure attachment tower mechanism 13, ensuring the stability of the overall structure.

[0033] The top of the adjustable tie rod 5 is threadedly connected to an auxiliary nut 6, which further enhances the stability and reliability of the connection. The bottom of the base 1 is threadedly connected to a through-beam screw 10, which plays an important role in connection and fixation. The top of one of the reinforcing angle steels 134 is threadedly connected to a limit screw 14. The right side of the limit screw 14 and the through-beam screw 10 are both fixed to the upper and lower ends of the left side of the attached scaffolding 7 through the attachment support 8, ensuring a firm connection between the attached scaffolding 7 and the attached tower steel column, and guaranteeing the safety and stability of the entire structure during use.

[0034] Working Principle: Base 1 serves as the foundation. The screw embedded plate 3 of the left-end support assembly is fixed to base 1. Bolt 2 is threadedly connected to it and tightened by a support nut. Limit nut 4 limits and fixes it. The screw embedded plate 11 on the right-end is slidably connected to the attachment tower mechanism 13 and then fixed with fixing screws 12, providing support and connection foundation. In the attachment tower mechanism 13, the support angle steels 132 at the four corners of the top side of plate 131 support and fix plate 2 133. The bottom reinforcement angle steel 134 enhances strength, the middle inclined angle steel 135 disperses stress, and the bottom right-angle plate 136 ensures a tight connection. Multiple attachment tower mechanisms 13 are threaded together to ensure stability. Plates 4 138, 5 139, and 3 142 provide connection points. The ear plate 140 is used for subsequent connection, and the triangle plate 141 enhances stability. The bottom through-beam screw 10 of base 1 and the top limit screw 14 of the reinforcement angle steel 134 are fixed to the attachment scaffold 7 via the attachment support 8. The bottom end of the adjustable pull rod 5 at the top of the support component is connected to the bolt 2, and the top end is threadedly connected to the auxiliary nut 6, which can adjust the length and angle to achieve flexible connection and force transmission, and enhance structural stability and adaptability.

[0035] Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent replacements for some of the technical features therein. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. An attached lifting scaffolding attached tower steel column, comprising a base (1), an attached scaffolding (7), an operating layer (9) and a plurality of attached tower mechanisms (13), characterized in that: The attachment tower mechanism (13) comprises a plurality of plate one (131), the top four corners of the plate one (131) are fixedly connected to support angle steels (132), the top sides of the plurality of support angle steels (132) are fixedly connected to plate two (133), the bottoms of the plurality of support angle steels (132) are fixedly connected to four reinforcement angle steels (134), the middle parts of the plurality of support angle steels (132) are fixedly connected to two inclined angle steels (135), the bottom sides of the support angle steels (132) are fixedly connected to a right-angle plate (136), and one of the attachment tower mechanisms The front and rear sides of the (13) are fixedly connected with plate four (138), the left side of one of the attachment tower mechanisms (13) is fixedly connected with plate five (139), the right side of one of the attachment tower mechanisms (13) is fixedly connected with plate three (142), the far side of the two plates four (138) and the right side of the plate three (142) are fixedly connected with two ear plates (140), the far side of the two ear plates (140) are fixedly connected with triangular plates (141), and the left end of the base (1) is fixedly connected with a support assembly for supporting subsequent components.

2. The attached lifting scaffolding attached to the tower steel column according to claim 1, characterized in that: The top right end of the support assembly is rotatably connected to an adjustable pull rod (5), the top end of the adjustable pull rod (5) is threadedly connected to an auxiliary nut (6), the bottom of the base (1) is threadedly connected to a through-beam screw rod (10), the top end of one of the reinforced angle steels (134) is threadedly connected to a limiting screw rod (14), and the right side of the limiting screw rod (14) and the through-beam screw rod (10) are fixed to the upper and lower ends of the left side of the attached scaffolding (7) through an attachment support (8).

3. The attached lifting scaffolding attached to the tower steel column according to claim 2, characterized in that: The support assembly comprises a screw embedded plate (3), the exterior of the screw embedded plate (3) is fixedly connected to the left end of the base (1), the left end of the screw embedded plate (3) is threadedly connected to a bolt (2), the exterior of the bolt (2) is threadedly connected to a supporting nut, the top of the right end of the screw embedded plate (3) is threadedly connected to a limiting nut (4), and a positioning hole (137) is provided inside the ear plate (140).

4. The attached lifting scaffolding attached to the tower steel column according to claim 3, characterized in that: The bottom end of the adjustable pull rod (5) is rotatably connected to the top of the right end of the bolt (2), and the plurality of attachment tower mechanisms (13) are connected via threads.

5. The attached lifting scaffolding attached to the tower steel column according to claim 1, characterized in that: The right end of the base (1) is fixedly connected to a screw embedded plate (11), the left and right ends of the top of the screw embedded plate (11) are slidably connected to an attachment tower mechanism (13) affixed to the top side of the base (1), and the left and right ends of the top of the screw embedded plate (11) are both threadedly connected to fixing screws (12).

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