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Requirements for Hoisting Point Location\nHoisting point design must balance structural safety and construction convenience. **Symmetry** is a fundamental principle, with hoisting points symmetrically arranged to prevent component tilting or eccentric loading. The **number** of hoisting points is determined by component size: beams and slabs with a length ≤ 6 meters require at least 2 hoisting points; for components longer than 6 meters, an additional hoisting point is needed for every 3 meters of increase, e.g., a 9-meter-long beam requires 3 hoisting points. The **spacing** must meet dual constraints: the distance between hoisting points should not exceed one-third of the component's length, and the distance from the component's end should not be less than 200 millimeters, e.g., for a 12-meter-long component, the maximum hoisting point spacing is 4 meters, with an end distance of at least 200 millimeters. **Position avoidance** is a critical detail; hoisting points should avoid embedded pipelines, reinforced areas, and joint locations, e.g., hoisting points for composite slabs should be ≥ 300 millimeters from the slab edge to prevent damage to embedded parts or affect structural connections.\n\n### II. Hoisting Accuracy Control Standards\nAccuracy control directly impacts component installation quality and overall building stability. **Horizontal position deviation** requirements are stringent, with the planar position deviation of vertical components such as prefabricated wall panels and columns needing to be controlled within ±5 millimeters. **Verticality deviation** is managed by height segment: components with a height ≤ 6 meters allow a deviation of 5 millimeters; for components taller than 6 meters, the total verticality deviation should be ≤ 10 millimeters, and the inter-story verticality deviation should be less than H\u002F1000 (H being the component height), e.g., for a 10-meter-high component, the inter-story deviation should be \u003C 10 millimeters. **Elevation control** requires the top surface elevation deviation of prefabricated components to be ≤ ±5 millimeters to ensure floor height consistency. **Joint width** should meet design requirements: horizontal joint width should be controlled between 10-20 millimeters, and vertical joints typically between 15-25 millimeters, with deviations not exceeding ±5 millimeters to prevent structural sealing or load-bearing issues due to excessively wide or narrow joints.\n\n### III. Acceptance Inspection Points\nAcceptance inspection is a crucial step in ensuring hoisting quality. **Component arrival inspection** should verify dimensions and the position of embedded parts, focusing on checking the deviation of embedded sleeves, dowels, and reserved holes against design requirements. **Hoisting process monitoring** should employ high-precision total stations or laser leveling instruments to monitor the component's positioning status in real-time, ensuring dynamic compliance with horizontal position, verticality, and elevation standards. **Temporary support system acceptance** should inspect the angle between the diagonal brace and the floor (typically 45°-60°), the distance between the support point and the component's connection point (generally ≤ 500 millimeters), and the tightening torque of connecting bolts to prevent component overturning. **Joint and grout quality** should ensure the bottom grout is full and continuous without voids, with special sealing 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