579fb5906d8ec13844573e30190adfd77856c6d3
engineering-dat/construction-dat/construction-dat.md
| ... | ... | @@ -0,0 +1,238 @@ |
| 1 | + |
|
| 2 | +# construction-dat |
|
| 3 | + |
|
| 4 | +## II. Basic Capacity of 60mm Steel Pipes (Core Data) |
|
| 5 | + |
|
| 6 | +Assuming circular steel pipe Ø60 mm, common wall thicknesses are as follows: |
|
| 7 | + |
|
| 8 | +| OD x Wall Thickness | Cross-sectional Area | Single Column Axial Load Capacity (Conservative) | |
|
| 9 | +|-------------------|----------------------|-------------------------------------------------| |
|
| 10 | +| 60 × 2.0 mm | ≈ 3.6 cm² | ≈ 5–7 tons | |
|
| 11 | +| 60 × 3.0 mm | ≈ 5.4 cm² | ≈ 8–12 tons | |
|
| 12 | +| 60 × 4.0 mm | ≈ 7.1 cm² | ≈ 12–18 tons | |
|
| 13 | + |
|
| 14 | +⚠️ This is the theoretical capacity for short columns, axial compression, without instability. |
|
| 15 | +⚠️ In actual engineering, 80% of failures are limited by "buckling instability". |
|
| 16 | + |
|
| 17 | +## III. The Real Killer: Column Instability (Buckling) |
|
| 18 | +4 Key Parameters Affecting Safety |
|
| 19 | + |
|
| 20 | +1. **Column Height** |
|
| 21 | + * 2.2 m vs 3.5 m: capacity difference is 2–3 times. |
|
| 22 | +2. **Presence of Lateral Support** |
|
| 23 | + * No diagonal bracing ≈ "Slender stick" |
|
| 24 | +3. **End Connection Method** |
|
| 25 | + * Welded > Flange Bolted > Plug-in |
|
| 26 | +4. **Eccentric Loading** |
|
| 27 | + * Off-center by 5 mm ≈ Capacity cut in half |
|
| 28 | + |
|
| 29 | +## IV. Determining Feasibility in a "Practically Available" Way |
|
| 30 | +### ✅ Case A: Rational Design → Feasible |
|
| 31 | + |
|
| 32 | +**Assumptions:** |
|
| 33 | +* Ø60 × 3.0 mm steel pipe |
|
| 34 | +* Total house weight ≈ 2 tons |
|
| 35 | +* 4 columns |
|
| 36 | +* Story height ≤ 2.5 m |
|
| 37 | + |
|
| 38 | +**Features:** |
|
| 39 | +* Top ring beam |
|
| 40 | +* Middle horizontal tie rod |
|
| 41 | +* X-shaped diagonal bracing |
|
| 42 | +* Welded or rigid bolted connection |
|
| 43 | + |
|
| 44 | +**Result:** |
|
| 45 | +* Each column bears ≈ 500 kg |
|
| 46 | +* Actual safety factor > 5 |
|
| 47 | +* ✅ Completely feasible, even conservative. |
|
| 48 | + |
|
| 49 | +### ⚠️ Case B: "Looks Like It Can Stand", but Non-compliant |
|
| 50 | + |
|
| 51 | +**Assumptions:** |
|
| 52 | +* Ø60 × 2.0 mm |
|
| 53 | +* Column height 3 m |
|
| 54 | +* No diagonal bracing |
|
| 55 | +* Concentrated roof load |
|
| 56 | +* Plug-in or spot welding |
|
| 57 | + |
|
| 58 | +**Result:** |
|
| 59 | +* Statics might be fine |
|
| 60 | +* Wind load / Eccentric load / Vibration → Sudden buckling |
|
| 61 | +* ❌ Not recommended, risk of "failure without warning". |
|
| 62 | + |
|
| 63 | +## V. If You Really Want to Use 60mm Pipes, Here is a Safe Practice Template |
|
| 64 | +### ✅ Recommended Configuration (Empirical) |
|
| 65 | + |
|
| 66 | +* **Columns:** Ø60 × 3.0 mm or thicker |
|
| 67 | +* **Column spacing:** ≤ 2.5 m |
|
| 68 | +* **Story height:** ≤ 2.8 m |
|
| 69 | + |
|
| 70 | +**Must have:** |
|
| 71 | +* Top closed ring beam |
|
| 72 | +* At least one layer of horizontal tie rods |
|
| 73 | +* At least one X bracing on each side |
|
| 74 | + |
|
| 75 | +**Foundation:** |
|
| 76 | +* Concrete foundation |
|
| 77 | +* Bottom flange ≥ 8 mm thick |
|
| 78 | +* Target safety factor: ≥ 3 |
|
| 79 | + |
|
| 80 | + |
|
| 81 | + |
|
| 82 | + |
|
| 83 | + |
|
| 84 | + |
|
| 85 | + |
|
| 86 | +一、什么是「圈梁」(Ring Beam / Tie Beam) |
|
| 87 | +直观理解一句话 |
|
| 88 | + |
|
| 89 | +👉 圈梁 = 把所有立柱“绑成一个整体的闭合框架”的梁 |
|
| 90 | + |
|
| 91 | +它长什么样? |
|
| 92 | + |
|
| 93 | +位置: |
|
| 94 | + |
|
| 95 | +在立柱的最上端(最常见) |
|
| 96 | + |
|
| 97 | +有时也在中部或基础上部 |
|
| 98 | + |
|
| 99 | +形态: |
|
| 100 | + |
|
| 101 | +沿房屋四周一整圈连续连接 |
|
| 102 | + |
|
| 103 | +材料: |
|
| 104 | + |
|
| 105 | +钢管 / 方管 / 工字钢 / C 型钢都可以 |
|
| 106 | + |
|
| 107 | +俯视示意(圈梁): |
|
| 108 | + |
|
| 109 | +┌────────────┐ |
|
| 110 | +│ │ |
|
| 111 | +│ 房屋平面 │ |
|
| 112 | +│ │ |
|
| 113 | +└────────────┘ |
|
| 114 | +↑ 这一整圈就是圈梁 |
|
| 115 | + |
|
| 116 | +圈梁的 3 个核心作用(非常重要) |
|
| 117 | + |
|
| 118 | +防止立柱“各自为战” |
|
| 119 | + |
|
| 120 | +没圈梁:每根柱子像一根筷子 |
|
| 121 | + |
|
| 122 | +有圈梁:所有柱子变成一个“盒子” |
|
| 123 | + |
|
| 124 | +分散局部载荷 |
|
| 125 | + |
|
| 126 | +屋顶某处重 → 圈梁把力分到其他柱 |
|
| 127 | + |
|
| 128 | +抗风、抗晃 |
|
| 129 | + |
|
| 130 | +风一吹,不是某一根柱子在扛,而是整圈在扛 |
|
| 131 | + |
|
| 132 | +👉 没有圈梁的钢结构,严格来说不算完整结构 |
|
| 133 | + |
|
| 134 | +实操建议(你这种 60 mm 管) |
|
| 135 | + |
|
| 136 | +圈梁建议: |
|
| 137 | + |
|
| 138 | +≥ 60×40×2.5 方管 |
|
| 139 | + |
|
| 140 | +或 Ø48 / Ø60 圆管 |
|
| 141 | + |
|
| 142 | +连接方式: |
|
| 143 | + |
|
| 144 | +焊接最好 |
|
| 145 | + |
|
| 146 | +法兰螺栓也可以(但必须刚性) |
|
| 147 | + |
|
| 148 | +二、什么是「水平拉杆」(Horizontal Tie / Bracing) |
|
| 149 | +一句话理解 |
|
| 150 | + |
|
| 151 | +👉 水平拉杆 = 防止立柱在中途“弯折”的横向约束 |
|
| 152 | + |
|
| 153 | +它在哪? |
|
| 154 | + |
|
| 155 | +高度: |
|
| 156 | + |
|
| 157 | +通常在立柱的: |
|
| 158 | + |
|
| 159 | +1/2 高度 |
|
| 160 | + |
|
| 161 | +或 1/3 + 2/3 高度 |
|
| 162 | + |
|
| 163 | +方向: |
|
| 164 | + |
|
| 165 | +水平连接相邻立柱 |
|
| 166 | + |
|
| 167 | +侧视示意(水平拉杆): |
|
| 168 | + |
|
| 169 | +││ ← 立柱 |
|
| 170 | +││ |
|
| 171 | +├───┤ ← 水平拉杆 |
|
| 172 | +││ |
|
| 173 | +││ |
|
| 174 | + |
|
| 175 | +水平拉杆的真实作用(很关键) |
|
| 176 | + |
|
| 177 | +把: |
|
| 178 | + |
|
| 179 | +“一根 3 米高的细柱” |
|
| 180 | + |
|
| 181 | +变成: |
|
| 182 | + |
|
| 183 | +“两段 1.5 米高的短柱” |
|
| 184 | + |
|
| 185 | +⚠️ 屈曲承载能力 ≈ 和“有效长度的平方”成反比 |
|
| 186 | + |
|
| 187 | +👉 加一根水平拉杆,立柱抗压能力能提高 2~4 倍 |
|
| 188 | + |
|
| 189 | +它和圈梁的区别 |
|
| 190 | +项目 圈梁 水平拉杆 |
|
| 191 | +是否闭合 必须闭合一圈 不一定 |
|
| 192 | +主要作用 整体刚度、分力 防柱子中途弯 |
|
| 193 | +位置 顶部 / 底部 中部 |
|
| 194 | +是否必需 几乎必需 强烈建议 |
|
| 195 | +三、一个“错误但很常见”的理解(重点) |
|
| 196 | + |
|
| 197 | +❌ 错误想法: |
|
| 198 | + |
|
| 199 | +“钢管够粗,不用拉杆” |
|
| 200 | + |
|
| 201 | +⚠️ 实际: |
|
| 202 | + |
|
| 203 | +60 mm 管子 |
|
| 204 | + |
|
| 205 | +3 m 高 |
|
| 206 | + |
|
| 207 | +没拉杆 |
|
| 208 | +→ 可能只剩 20~30% 的理论承载力 |
|
| 209 | + |
|
| 210 | +钢结构失败 80% 不是压坏,是突然弯了 |
|
| 211 | + |
|
| 212 | +四、圈梁 + 水平拉杆 + 斜撑 = 稳定三件套 |
|
| 213 | + |
|
| 214 | +你可以这样记: |
|
| 215 | + |
|
| 216 | +圈梁:防“散架” |
|
| 217 | + |
|
| 218 | +水平拉杆:防“折腰” |
|
| 219 | + |
|
| 220 | +斜撑(X):防“侧倒” |
|
| 221 | + |
|
| 222 | +正立面简图: |
|
| 223 | + |
|
| 224 | +│╲ │╱ |
|
| 225 | +│ ╲ │╱ ← 斜撑 |
|
| 226 | +├───┤ ← 水平拉杆 |
|
| 227 | +│ │ |
|
| 228 | +└───┘ ← 顶部圈梁 |
|
| 229 | + |
|
| 230 | +五、结合你的“两吨级小房屋”,一句结论 |
|
| 231 | + |
|
| 232 | +如果用 60 mm 钢管: |
|
| 233 | + |
|
| 234 | +❌ 只有立柱 → 不安全 |
|
| 235 | + |
|
| 236 | +⚠️ 有圈梁,无拉杆 → 勉强 |
|
| 237 | + |
|
| 238 | +✅ 圈梁 + 水平拉杆 + 斜撑 → 工程上成立 |
|
| ... | ... | \ No newline at end of file |
engineering-dat/engineering-dat.md
| ... | ... | @@ -1,6 +1,11 @@ |
| 1 | 1 | |
| 2 | 2 | # engineering-dat |
| 3 | 3 | |
| 4 | + |
|
| 5 | + |
|
| 6 | +- [[construction-dat]] |
|
| 7 | + |
|
| 8 | + |
|
| 4 | 9 | - [[oil-soaking-dat]] - [[electrochemical-corrosion-dat]] |
| 5 | 10 | |
| 6 | 11 | - [[PCB-potted-dat]] |
mechanics-dat/mechanical-structure-dat/Shaft-dat/tube-dat/lean-tube-dat/lean-tube-dat.md
| ... | ... | @@ -0,0 +1,105 @@ |
| 1 | + |
|
| 2 | +# lean-tube-dat |
|
| 3 | + |
|
| 4 | +lean tube system gen3 |
|
| 5 | + |
|
| 6 | +**Third-Generation Lean Tube = Aluminum alloy pipes + internal embedded connectors + highly modular + fast assembly system** |
|
| 7 | + |
|
| 8 | +In simple terms: |
|
| 9 | +> **A fusion of lean tube systems and industrial aluminum profile advantages** |
|
| 10 | + |
|
| 11 | +--- |
|
| 12 | + |
|
| 13 | +## 3. Key Features of Third-Generation Lean Tube |
|
| 14 | + |
|
| 15 | +### 1️⃣ Internal Embedded Connections (Main Upgrade) |
|
| 16 | +- Connectors are **hidden inside the pipe** |
|
| 17 | +- No exposed clamps or bolts on the surface |
|
| 18 | + |
|
| 19 | +**Benefits**: |
|
| 20 | +- Clean and modern appearance |
|
| 21 | +- Safer (no sharp edges) |
|
| 22 | +- Ideal for cleanroom and ESD environments |
|
| 23 | + |
|
| 24 | +--- |
|
| 25 | + |
|
| 26 | +### 2️⃣ Fast Assembly & Easy Adjustment |
|
| 27 | +- Typically assembled with **a single hex key** |
|
| 28 | +- Supports: |
|
| 29 | + - Height adjustment |
|
| 30 | + - Angle adjustment |
|
| 31 | +- Non-permanent connections, reusable components |
|
| 32 | + |
|
| 33 | +**Perfect for**: |
|
| 34 | +- Rapid prototyping |
|
| 35 | +- Frequent layout changes |
|
| 36 | +- Small-batch production setups |
|
| 37 | + |
|
| 38 | +--- |
|
| 39 | + |
|
| 40 | +### 3️⃣ Improved Precision and Rigidity |
|
| 41 | +- Pipes are usually made from: |
|
| 42 | + - High-strength aluminum alloys (e.g., 6000 series) |
|
| 43 | +- Compared to Gen 1: |
|
| 44 | + - Less deformation |
|
| 45 | + - Better dimensional repeatability |
|
| 46 | + - More stable structures |
|
| 47 | + |
|
| 48 | +--- |
|
| 49 | + |
|
| 50 | +### 4️⃣ High Modularity |
|
| 51 | +Supports flexible combinations: |
|
| 52 | +- Straight joints |
|
| 53 | +- 45° / 90° joints |
|
| 54 | +- T-joints / Cross joints |
|
| 55 | +- Sliding and telescopic structures |
|
| 56 | + |
|
| 57 | +Can be easily integrated with: |
|
| 58 | +- Rollers |
|
| 59 | +- Conveyor tracks |
|
| 60 | +- Lighting |
|
| 61 | +- Tool boards |
|
| 62 | +- Sensors |
|
| 63 | + |
|
| 64 | +--- |
|
| 65 | + |
|
| 66 | +### 5️⃣ System-Oriented Design |
|
| 67 | +Third-generation lean tube systems are usually sold as **complete systems**, including: |
|
| 68 | +- Pipes |
|
| 69 | +- Internal connectors |
|
| 70 | +- Functional modules |
|
| 71 | + |
|
| 72 | +Often provided with: |
|
| 73 | +- Workstation systems |
|
| 74 | +- Logistics systems |
|
| 75 | +- Material handling solutions |
|
| 76 | + |
|
| 77 | +--- |
|
| 78 | + |
|
| 79 | +## 4. Third-Generation Lean Tube vs Industrial Aluminum Profiles |
|
| 80 | + |
|
| 81 | +| Comparison Item | 3rd-Gen Lean Tube | Aluminum T-Slot Profiles | |
|
| 82 | +|-----------------|------------------|--------------------------| |
|
| 83 | +| Assembly Speed | ⭐⭐⭐⭐⭐ | ⭐⭐⭐ | |
|
| 84 | +| On-site Adjustment | Excellent | Moderate | |
|
| 85 | +| Appearance | Clean & rounded | Industrial | |
|
| 86 | +| Cost | Medium | Medium–High | |
|
| 87 | +| Max Load Capacity | Medium–High | Very High | |
|
| 88 | +| Typical Use | Workstations, carts, logistics | Machine frames, heavy equipment | |
|
| 89 | + |
|
| 90 | +**Note**: For heavy machine frames, aluminum T-slot profiles are better. |
|
| 91 | +For human-centered workstations, Gen 3 lean tube is more efficient. |
|
| 92 | + |
|
| 93 | +--- |
|
| 94 | + |
|
| 95 | +## 5. Typical Applications |
|
| 96 | +- Lean production workstations |
|
| 97 | +- ESD-safe work tables |
|
| 98 | +- R&D and laboratory platforms |
|
| 99 | +- Logistics carts |
|
| 100 | +- Light automation support frames |
|
| 101 | + |
|
| 102 | + |
|
| 103 | +## ref |
|
| 104 | + |
|
| 105 | +- [[tube-dat]] |
|
| ... | ... | \ No newline at end of file |