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The specific plan is as follows:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788376221738_iajsfsrw_bc17540f32.jpg)\n\n### I. Determination of Preconditions and Basic Parameters for Design\nKey parameters must be defined based on **climate, geological conditions, and building use**. Taking a two-story rural self-built house as an example, the seismic fortification intensity is typically set at **7 degrees**, with a basic wind pressure of **0.4 kN\u002Fm²**. The live loads for floors and roofs are designed at **2.0 kN\u002Fm²** and **0.5 kN\u002Fm²**, respectively. Standardizing building modules is crucial for cost reduction; generally, **300 mm is used as the basic module**. The bay can be **3.6 m, 3.9 m, or 4.2 m**, the depth **4.5 m or 5.1 m**, and the floor height is recommended to be **2.8 m or 3.0 m**. With standardized modules, the variety of components decreases, mold turnover increases, and overall costs can be reduced by approximately **15%-20%**.\n\n### II. Selection of Structural System and Decomposition of Prefabricated Components\nThe **structural system** should prioritize **prefabricated monolithic concrete frame structures** (for buildings up to three stories) or **frame-shear wall structures** (for high-rise buildings). In a pure frame structure, columns, beams, and slabs are all prefabricated, with node areas formed into a whole through post-poured concrete.\nThe **principles for component decomposition** must consider transportation and lifting feasibility:\n- **Columns**: Decomposed by floor, with common cross-sections of **400 mm × 400 mm** or **500 mm × 500 mm**;\n- **Beams**: Main beams are decomposed at mid-span, with a cross-section of **300 mm × 600 mm**, and secondary beams **250 mm × 500 mm**;\n- **Floor slabs**: Composite slabs are used, with a prefabricated base slab thickness of **60 mm**, a cast-in-place layer thickness of **80 mm**, and a total thickness of **140 mm**;\n- **Stairs, balconies, and air conditioning panels**: All prefabricated.\n**Weight control** is central to decomposition; the weight of a single component should be within **3-5 tons**, with dimensions not exceeding transportation limits of **2.5 m in width** and **4 m in height**, ensuring lifting can be completed with a common truck crane.\n\n### III. Design of Node Connections\nNode connections must ensure structural integrity and safety, with all connection methods requiring validation through **finite element analysis** and **full-scale factory tests**, with strength not less than that of the components themselves.\n- **Column-to-column connections**: Use **sleeve grouting connections**. Vertical rebar is reserved at the top of the lower column, and grouting sleeves are embedded at the bottom of the upper column. During installation, they are aligned and inserted, and high-strength grout is injected through the grout hole to form continuous load-bearing rebar after the strength is achieved.\n- **Beam-to-column connections**: Use **corbel plates with post-poured concrete**. The end of the prefabricated beam has a reserved slot, placed on temporary supports at the side of the column. The bottom rebar of the beam is welded to embedded parts in the column through anchor plates, with the top rebar lapped in the node core area. 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