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楼板拼接式模块化集成系统及其建造方法
本发明公开了一种楼板拼接式模块化集成系统及其建造方法,系统包括预制模块单元以及拼接式预制板,预制模块单元与拼接式预制板于同一结构层处交替布置;预制模块单元包括侧墙和全预制顶板,拼接式预制板与全预制顶板连接边中部设有沿其板边长度方向间隔设置的外凸状咬合键,全预制顶板与拼接式预制板连接边中部设有与外凸状咬合键咬合配合的凸凹咬合键,外凸状咬合键与凸凹咬合键咬合间隙内填充有高强灌浆料,拼接式预制板与全预制顶板的连接边两侧1/4边长范围内分别设有位置一一对应的凹槽,凹槽内设置水平连接钢筋以及填充有高强灌浆料。本申请在保证结构受力性能的前提下,减少现场浇筑的“湿式”作业量,提升效率,结构整体性好,安装效率高。
The invention discloses a floor slab splicing type modular integrated system and a construction method thereof, the system comprises prefabricated module units and splicing type prefabricated slabs, and the prefabricated module units and the splicing type prefabricated slabs are alternately arranged at the same structural layer; each prefabricated module unit comprises a side wall and a fully-prefabricated top plate, outwards-protruding meshing keys arranged at intervals in the length direction of the plate edge are arranged in the middle of the connecting edge of the spliced prefabricated plate and the fully-prefabricated top plate, and convex-concave meshing keys matched with the outwards-protruding meshing keys in a meshing mode are arranged in the middle of the connecting edge of the fully-prefabricated top plate and the spliced prefabricated plate. High-strength grouting materials are filled in meshing gaps of the outwards-convex meshing keys and the convex-concave meshing keys, grooves in one-to-one correspondence in position are formed in the two sides of the connecting edge of the splicing type prefabricated plate and the fully-prefabricated top plate within the range of 1/4 side length, and horizontal connecting steel bars are arranged in the grooves, and the high-strength grouting materials are filled in the grooves. On the premise that the stress performance of the structure is guaranteed, the wet type work amount of cast-in-place is reduced, efficiency is improved, the structural integrity is good, and the installation efficiency is high.
楼板拼接式模块化集成系统及其建造方法
本发明公开了一种楼板拼接式模块化集成系统及其建造方法,系统包括预制模块单元以及拼接式预制板,预制模块单元与拼接式预制板于同一结构层处交替布置;预制模块单元包括侧墙和全预制顶板,拼接式预制板与全预制顶板连接边中部设有沿其板边长度方向间隔设置的外凸状咬合键,全预制顶板与拼接式预制板连接边中部设有与外凸状咬合键咬合配合的凸凹咬合键,外凸状咬合键与凸凹咬合键咬合间隙内填充有高强灌浆料,拼接式预制板与全预制顶板的连接边两侧1/4边长范围内分别设有位置一一对应的凹槽,凹槽内设置水平连接钢筋以及填充有高强灌浆料。本申请在保证结构受力性能的前提下,减少现场浇筑的“湿式”作业量,提升效率,结构整体性好,安装效率高。
The invention discloses a floor slab splicing type modular integrated system and a construction method thereof, the system comprises prefabricated module units and splicing type prefabricated slabs, and the prefabricated module units and the splicing type prefabricated slabs are alternately arranged at the same structural layer; each prefabricated module unit comprises a side wall and a fully-prefabricated top plate, outwards-protruding meshing keys arranged at intervals in the length direction of the plate edge are arranged in the middle of the connecting edge of the spliced prefabricated plate and the fully-prefabricated top plate, and convex-concave meshing keys matched with the outwards-protruding meshing keys in a meshing mode are arranged in the middle of the connecting edge of the fully-prefabricated top plate and the spliced prefabricated plate. High-strength grouting materials are filled in meshing gaps of the outwards-convex meshing keys and the convex-concave meshing keys, grooves in one-to-one correspondence in position are formed in the two sides of the connecting edge of the splicing type prefabricated plate and the fully-prefabricated top plate within the range of 1/4 side length, and horizontal connecting steel bars are arranged in the grooves, and the high-strength grouting materials are filled in the grooves. On the premise that the stress performance of the structure is guaranteed, the wet type work amount of cast-in-place is reduced, efficiency is improved, the structural integrity is good, and the installation efficiency is high.
楼板拼接式模块化集成系统及其建造方法
2025-03-21
Patent
Electronic Resource
Chinese