Steel wire rope control guide platform restraint system
By designing a wire rope control and guidance platform restraint system, the problem of swaying of the suspended platform due to external factors during construction was solved, achieving stable vertical operation of the suspended platform and improving construction efficiency.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-18
- Publication Date
- 2026-03-27
AI Technical Summary
In existing building construction, suspended platforms are prone to swaying from side to side due to external factors such as strong winds, posing a safety hazard.
Design a wire rope control and guidance platform constraint system, including node one component, node two component and node three component. The stability of the wire rope is ensured by fixing node one component and node two component, and the working platform can run smoothly in the vertical direction by adjusting the sling bolt of node three component.
It improves the stability of the suspended platform in the vertical direction, enhances the safety and efficiency of construction, and simplifies the installation and dismantling process for construction personnel.
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Figure CN224048641U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to building construction technical field especially a steel wire rope control guiding platform restraint system. BACKGROUND
[0002] Building construction technology mainly refers to the technical means needed to complete a main construction process or subproject. In recent years, new technology and new technology constantly appear in the process of building construction, and to a certain extent, it solves the technical bottleneck that traditional construction technology cannot reach, and lays a solid foundation for the development of the whole building engineering project. The main research contents of building construction technology are earthwork engineering, blasting engineering, foundation engineering, scaffold engineering, masonry engineering, reinforced concrete engineering, metal structure engineering, installation engineering, bamboo structure engineering, roofing engineering, waterproof engineering, heat insulation engineering, ground engineering, decoration (repair) engineering, sound insulation engineering, corrosion prevention engineering, protection engineering and construction under special conditions.
[0003] The commonly used method for building construction technology is the method of steel wire rope and work basket cooperation construction. In the prior art, the work basket will shake left and right due to external factors such as strong wind when in use, and dangerous accidents will occur. Therefore, it is necessary to design a steel wire rope control guiding platform restraint system to ensure that the work basket can run smoothly in the vertical direction. UTILITY MODEL CONTENTS
[0004] In order to solve the problems existing in the prior art, the utility model provides a steel wire rope control guiding platform restraint system.
[0005] The utility model adopts the technical scheme that:
[0006] A steel wire rope control guiding platform restraint system, characterized by comprising a node one component, a node two component and a node three component; wherein: the node one component is installed at the top of the parapet wall, the node two component is installed at the bottom of the wall base, and the node three component comprises a work basket, and the work basket is controlled and guided by the steel wire rope of the node one component and the node two component.
[0007] The node one component comprises a perforated ear plate 1, an ear plate anchor bolt 2, a fixed rope frame beam 3, a rope frame beam anchor bolt 4, a steel wire rope clamp 5 and a steel wire rope 6; the perforated ear plate 1 is installed and fixed on the side surface of the top of the parapet wall through the ear plate anchor bolt 2, the fixed rope frame beam 3 is installed and fixed on the top of the parapet wall through the rope frame beam anchor bolt 4, the steel wire rope 6 passes through the perforated ear plate 1 and extends downward around the fixed rope frame beam 3, and the end of the steel wire rope 6 is knotted and fixed by the steel wire rope clamp 5.
[0008] The node two component comprises a support anchoring bolt 7, a triangular stabilizing support 8 and a connecting basket bolt 9; the triangular stabilizing support 8 is fixed to the bottom of the wall base through the support anchoring bolt 7, and the bottom end of the steel wire rope 6 is fixed with the connecting basket bolt 9 and is fixed to the triangular stabilizing support 8 through the connecting basket bolt 9.
[0009] The node three component comprises a hanging basket connecting clamping plate 10, a perforated clamping plate bolt 11 and an adjusting grommet bolt 12; the hanging basket connecting clamping plate 10 is installed on the top inner side of the operation hanging basket through the perforated clamping plate bolt 11, the adjusting grommet bolt 12 is screw-installed on the top of the hanging basket connecting clamping plate 10, and the right end of the adjusting grommet bolt 12 is sleeved with the outside of the steel wire rope 6.
[0010] The utility model still has the following additional technical features:
[0011] As the utility model technical scheme is further specifically optimized: the adjusting grommet bolt 12 includes the threaded adjusting bolt 1201 located at the right side, the grommet 1202 with the steel wire rope sleeve inlet 1203 located at the left side, and the steel wire rope 6 is sleeved on the inside of the grommet 1202 from the steel wire rope sleeve inlet 1203.
[0012] Compared with the prior art, the utility model has the advantages of:
[0013] The utility model through the fixing of node one component and node two component ensures the stability and reliability of the steel wire rope, thereby guaranteeing the smooth operation of the operation hanging basket in the vertical direction. The adjusting grommet bolt of node three component design makes the operation hanging basket can be in the vertical direction and the steel wire rope parallel, and further makes the operation hanging basket can be in the vertical direction smooth operation, further improves the practicality of the system. In addition, the installation mode of each component is simple, and the construction personnel can quickly build and disassemble, reduces the complexity and time cost of the on-site operation. Overall, the steel wire rope control guiding platform restraint system provides strong technical support for the outer wall construction, maintenance and other operations of high-rise buildings. BRIEF DESCRIPTION OF DRAWINGS
[0014] Figure 1 It is the structure schematic diagram of the utility model;
[0015] Figure 2 It is the node one component structure schematic diagram of the utility model;
[0016] Figure 3 It is the node two component structure schematic diagram of the utility model;
[0017] Figure 4 It is the node three component structure schematic diagram of the utility model;
[0018] Figure 5The utility model discloses an adjusting grommet bolt 12 structure schematic view.
[0019] Mark explanation: open hole ear plate 1, ear plate anchor bolt 2, fixed rope frame beam 3, rope frame beam anchor bolt 4, steel wire rope rope card 5, steel wire rope 6, support anchor bolt 7, triangular stable support 8, connecting basket bolt 9, hanging basket connecting clamping plate 10, perforated clamping plate bolt 11, adjusting grommet bolt 12. DETAILED DESCRIPTION
[0020] The utility model discloses an adjusting grommet bolt 12 structure schematic view.
[0021] The steel wire rope control guiding platform restraint system comprises a node one assembly, a node two assembly and a node three assembly.
[0022] The node one assembly comprises an open hole ear plate 1, an ear plate anchor bolt 2, a fixed rope frame beam 3, a rope frame beam anchor bolt 4, a steel wire rope rope card 5 and a steel wire rope 6.
[0023] The node two assembly comprises a support anchor bolt 7, a triangular stable support 8 and a connecting basket bolt 9.
[0024] The node three assembly comprises a hanging basket connecting clamping plate 10, a perforated clamping plate bolt 11 and an adjusting grommet bolt 12.
[0025] The operation method of the steel wire rope control guiding platform restraint system is as follows:
[0026] First, install the components of the node one assembly on the top of the parapet according to the design requirements, and ensure that the opening ear plate and the fixed rope frame beam are stable. Then, fix the triangular stabilizing support of the node two assembly to the bottom of the wall base through the support anchor bolt, and ensure that it is firm. Then, pass the steel wire rope from the fixed rope frame beam of the node one assembly, extend it downward to the node two assembly, and fix it on the triangular stabilizing support through the connecting basket bolt. Finally, install the hanging basket connecting clamp of the node three assembly on the inside of the top of the work basket, adjust the grommet bolt to tightly sleeve the steel wire rope, and ensure that the work basket can run smoothly in the vertical direction. The installation process of the whole system is simple and efficient, which greatly improves the construction efficiency and safety.
[0027] The above detailed description of the embodiments of the present application provided in the drawings is not intended to limit the scope of the claimed application, but only represents selected embodiments of the present application.
Claims
1. A steel cable controlled guided platform restraint system characterized by: It includes three components: Node 1, Node 2, and Node 3. Node 1 is installed at the top of the parapet wall, Node 2 is installed at the bottom of the wall foundation, and Node 3 includes a suspended platform, which is controlled and guided by steel wire ropes from Node 1 and Node 2. The node component includes an opening ear plate (1), an ear plate anchor bolt (2), a fixed rope frame beam (3), a rope frame beam anchor bolt (4), a wire rope clamp (5), and a wire rope (6). The opening ear plate (1) is installed and fixed to the top side of the parapet wall by the ear plate anchor bolt (2). The fixed rope frame beam (3) is installed and fixed to the top of the parapet wall by the rope frame beam anchor bolt (4). The wire rope (6) passes through the opening ear plate (1) and extends downward around the fixed rope frame beam (3). The end of the wire rope (6) is knotted and fixed by the wire rope clamp (5). The second node component includes a bracket anchor bolt (7), a triangular stabilizer (8), and a connecting turnbuckle (9); the triangular stabilizer (8) is installed and fixed to the bottom of the wall base by the bracket anchor bolt (7), and the bottom end of the wire rope (6) is installed and fixed with a connecting turnbuckle (9), and is installed and fixed to the triangular stabilizer (8) by the connecting turnbuckle (9); The three components of the node include a basket connecting clamp (10), a perforated clamp bolt (11), and an adjusting shackle bolt (12). The basket connecting clamp (10) is installed on the top inner side of the working basket through the perforated clamp bolt (11). The adjusting shackle bolt (12) is spirally installed on the top of the basket connecting clamp (10), and the right end of the adjusting shackle bolt (12) is sleeved on the outside of the wire rope (6).
2. The steel wire rope control and guide platform restraint system of claim 1, wherein: The adjusting sling bolt (12) includes a threaded adjusting bolt (1201) on the right side and a sling (1202) with a wire rope loop inlet (1203) on the left side, wherein the wire rope (6) is looped inside the sling (1202) from the wire rope loop inlet (1203).