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to Lay Foundation Bricks for Container Houses","how-to-lay-foundation-bricks-for-container-houses","2026-09-16T17:28:29.001Z","2026-09-16T17:28:29.025Z","en","**The laying of foundation bricks for container houses should follow the following standardized procedures**:\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788422120894_ike3w6wx_6708ccf98a.jpg)\n\n**I. Construction Preparation**\n1. **Materials and Tools**: Select standard red bricks (240mm×115mm×53mm), cement (with a strength grade of ≥32.5), and medium sand. Tools include a total station, level ruler, wooden ruler, mixer, etc.\n2. **Foundation Treatment**: Clear away soft soil or debris. For soft soil foundations, lay a crushed stone bedding layer with a thickness of ≥150mm and compact it to ensure a foundation bearing capacity of ≥100kPa.\n3. **Container Fixation**: Hoist the container to the designated position, adjust it to a level state using a level instrument, ensure the contact surface between the bottom and the foundation is flat, and secure it using anchor bolts or welding.\n\n**II. Key Masonry Parameters**\n1. **Brick Quantity Calculation**: Taking a 6m×2.4m container as an example, with a foundation area of 14.4㎡ and a single brick area of 0.0138㎡ (including mortar joints), calculate the number of bricks using the formula **Number of bricks = Foundation area \u002F Single brick area × 1.05**, requiring approximately 1200 red bricks. The foundation height is usually 3 layers of bricks (about 180mm).\n2. **Mortar Mix Ratio**: Mix cement and sand in a **1:3** volume ratio. Each cubic meter of masonry requires 0.25m³ of mortar, with a strength grade of not less than M5. Stir for ≥2 minutes to ensure uniformity.\n\n**III. Masonry Process Points**\n1. **Line Setting and Positioning**: Use a total station to set out the foundation sidelines, with an allowable deviation of ±10mm; the diagonal error should be ≤5mm to ensure the foundation is square.\n2. **Masonry Method**:\n   - Adopt the **\"one stretcher and one header\"** masonry method, where one layer of stretcher bricks alternates with one layer of header bricks, with the thickness of mortar joints controlled between 8-12mm.\n   - The daily masonry height should be ≤1.5m to prevent wall deformation due to unset mortar.\n   - The verticality deviation should be ≤3mm\u002Fm, and the horizontal mortar joint fullness should be ≥80% (according to GB 50203-2011). Use a grid gauge to spot-check the mortar fullness.\n3. **Foundation Width**: The foundation should extend 200mm beyond the edge of the container (i.e., total width = container width + 400mm) to ensure stability; the compressive strength of the masonry should be ≥7.5MPa, which can be tested using standard test blocks.\n\n**IV. Floor Tiling (Optional)**\n1. **Wet Laying Method**: After cleaning the floor and wetting it with water, lay a 1:3 cement mortar layer (25-35mm thick), scrape it flat with a wooden ruler, set out sample lines, sprinkle cement powder to enhance adhesion, and then lay the floor tiles.\n2. **Dry Laying Method**: After applying a 1:0.4-0.5 cement paste, lay a 1:3 dry hard mortar layer (30-40mm thick), calibrate the flatness with a level ruler, and then lay the floor tiles and tap them firmly.\n\n**V. Curing and Acceptance**\nAfter masonry is completed, cover with plastic film and sprinkle water for curing for 7 days to keep the mortar moist; it can bear weight only after the strength reaches 70% of the design value. 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