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Construction method for prefabricated road with bonded prestress of prefabricated double-rib beam and slab structure
The invention discloses a construction method of a prefabricated double-rib beam and slab structure assembled road with bonded prestress. The construction method comprises the following steps that firstly, surveying and setting out are conducted, and roadbed beam grooves are excavated; 2, pouring a roadbed beam groove bottom cushion layer, and hoisting a roadbed beam; thirdly, the prefabricated double-ribbed-beam integrated plate is hoisted, and a metal corrugated pipe is pre-buried; 4, perforating the prestressed tendons; 5, high-pressure grouting and hole sealing are conducted; sixthly, prestressed tendons are tensioned, anchored and grouted; seventhly, the first step to the sixth step are repeated till hoisting construction of all the structures is completed; step 8, comprehensively paving the asphalt surface layer; according to the principle of modular design, industrialized production, mechanical hoisting, a double-ribbed beam plate bearing system and combination of a prestress technology and a high-pressure grouting technology, the hoisting quality and efficiency are high, research and development and application of a new reinforcing technology are achieved, and beneficial technical support is provided for high-quality development of the field of fabricated roads in China.
本发明公开了一种预制双肋梁板结构有粘结预应力装配道路施工方法,包括以下步骤:步骤一:测量放线,路基梁槽开挖;步骤二:浇筑路基梁槽底部垫层,吊装路基梁;步骤三:预制双肋梁一体化板吊装,预埋金属波纹管;步骤四:预应力筋穿孔;步骤五:高压注浆、封孔;步骤六:预应力筋张拉、锚固与灌浆;步骤七:重复步骤一至步骤六,直至完成全部结构吊装施工;步骤八:沥青面层全面铺装;本发明遵循“模块化设计,工厂化生产,机械化吊装,双肋梁板承重体系,预应力技术结合高压注浆技术”为原则,吊装质量和效率均较高加强新技术的研发与应用,为我国装配式道路领域高质量发展提供有利的技术支撑。
Construction method for prefabricated road with bonded prestress of prefabricated double-rib beam and slab structure
The invention discloses a construction method of a prefabricated double-rib beam and slab structure assembled road with bonded prestress. The construction method comprises the following steps that firstly, surveying and setting out are conducted, and roadbed beam grooves are excavated; 2, pouring a roadbed beam groove bottom cushion layer, and hoisting a roadbed beam; thirdly, the prefabricated double-ribbed-beam integrated plate is hoisted, and a metal corrugated pipe is pre-buried; 4, perforating the prestressed tendons; 5, high-pressure grouting and hole sealing are conducted; sixthly, prestressed tendons are tensioned, anchored and grouted; seventhly, the first step to the sixth step are repeated till hoisting construction of all the structures is completed; step 8, comprehensively paving the asphalt surface layer; according to the principle of modular design, industrialized production, mechanical hoisting, a double-ribbed beam plate bearing system and combination of a prestress technology and a high-pressure grouting technology, the hoisting quality and efficiency are high, research and development and application of a new reinforcing technology are achieved, and beneficial technical support is provided for high-quality development of the field of fabricated roads in China.
本发明公开了一种预制双肋梁板结构有粘结预应力装配道路施工方法,包括以下步骤:步骤一:测量放线,路基梁槽开挖;步骤二:浇筑路基梁槽底部垫层,吊装路基梁;步骤三:预制双肋梁一体化板吊装,预埋金属波纹管;步骤四:预应力筋穿孔;步骤五:高压注浆、封孔;步骤六:预应力筋张拉、锚固与灌浆;步骤七:重复步骤一至步骤六,直至完成全部结构吊装施工;步骤八:沥青面层全面铺装;本发明遵循“模块化设计,工厂化生产,机械化吊装,双肋梁板承重体系,预应力技术结合高压注浆技术”为原则,吊装质量和效率均较高加强新技术的研发与应用,为我国装配式道路领域高质量发展提供有利的技术支撑。
Construction method for prefabricated road with bonded prestress of prefabricated double-rib beam and slab structure
一种预制双肋梁板结构有粘结预应力装配道路施工方法
GAO LUHENG (Autor:in) / WANG HONGJUN (Autor:in)
13.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
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CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
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