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Equipment floating foundation structure for roof and construction method
The invention relates to an equipment floating foundation construction method for a roof, which comprises the following steps of: 1, constructing a circle of 200 * 200mm reinforcement reverse ridge on a roof concrete top plate, 2, paving 50mm-thick sound insulation glass wool in an area enclosed by the reverse ridge, and ensuring that the sound insulation glass wool is 32kg/m; 3, a 50 * 50 * 50 mm vibration isolation rubber mat is placed in the sound insulation glass wool; 4, a galvanized steel plate with the thickness of 2 mm is placed on the sound insulation glass wool and the vibration isolation rubber mat; 5, waterproof asphalt stickers are laid on the steel plates; 6, a C25 concrete slab with the thickness of 150 mm is poured, and double-layer bidirectional reinforcement is arranged in the slab; and 7, edge surrounding glue and elastic sealant are poured between the concrete slab and the reverse ridge. Through a layer-by-layer damping mode, the noise influence caused by equipment vibration is reduced to the greatest extent while the bearing capacity of the foundation is ensured.
本发明涉及一种用于屋面的设备浮筑基础施工方法,步骤一:在屋面混凝土顶板上施工一圈200×200mm的配筋反坎,步骤二:在反坎围出的区域内铺上50mm厚的隔音玻璃棉,隔音玻璃棉要求32kg/m³;步骤三:在隔音玻璃棉内放置50×50×50mm隔振胶垫;步骤四:在隔音玻璃棉和隔振胶垫上放置2mm厚镀锌钢板;步骤五:在钢板上铺贴防水沥青贴纸;步骤六:浇筑150mm厚的C25混凝土板,板内双层双向配筋;步骤七:在混凝土板与反坎之间灌入围边胶和弹性密封胶。本发明通过层层减震的方式,在保证基础承载能力的同时,最大程度降低因设备振动产生的噪声影响。
Equipment floating foundation structure for roof and construction method
The invention relates to an equipment floating foundation construction method for a roof, which comprises the following steps of: 1, constructing a circle of 200 * 200mm reinforcement reverse ridge on a roof concrete top plate, 2, paving 50mm-thick sound insulation glass wool in an area enclosed by the reverse ridge, and ensuring that the sound insulation glass wool is 32kg/m; 3, a 50 * 50 * 50 mm vibration isolation rubber mat is placed in the sound insulation glass wool; 4, a galvanized steel plate with the thickness of 2 mm is placed on the sound insulation glass wool and the vibration isolation rubber mat; 5, waterproof asphalt stickers are laid on the steel plates; 6, a C25 concrete slab with the thickness of 150 mm is poured, and double-layer bidirectional reinforcement is arranged in the slab; and 7, edge surrounding glue and elastic sealant are poured between the concrete slab and the reverse ridge. Through a layer-by-layer damping mode, the noise influence caused by equipment vibration is reduced to the greatest extent while the bearing capacity of the foundation is ensured.
本发明涉及一种用于屋面的设备浮筑基础施工方法,步骤一:在屋面混凝土顶板上施工一圈200×200mm的配筋反坎,步骤二:在反坎围出的区域内铺上50mm厚的隔音玻璃棉,隔音玻璃棉要求32kg/m³;步骤三:在隔音玻璃棉内放置50×50×50mm隔振胶垫;步骤四:在隔音玻璃棉和隔振胶垫上放置2mm厚镀锌钢板;步骤五:在钢板上铺贴防水沥青贴纸;步骤六:浇筑150mm厚的C25混凝土板,板内双层双向配筋;步骤七:在混凝土板与反坎之间灌入围边胶和弹性密封胶。本发明通过层层减震的方式,在保证基础承载能力的同时,最大程度降低因设备振动产生的噪声影响。
Equipment floating foundation structure for roof and construction method
一种用于屋面的设备浮筑基础结构及施工方法
YANG HANZHI (Autor:in) / WANG CANCHAO (Autor:in) / LI GAOYANG (Autor:in) / WANG SHILONG (Autor:in) / WU DONGLING (Autor:in)
14.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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