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Splicing type prefabricated part assembly and construction method applying splicing type prefabricated part assembly
The invention relates to the technical field of installation and construction of road and bridge construction components, in particular to a spliced prefabricated component assembly and a construction method applying the spliced prefabricated component assembly, and solves the technical problems that large-scale hoisting of prefabricated column reinforcement cages, namely transportation and hoisting of large components are still generated in practice, and construction and construction management are still restricted. According to the technical scheme, the prefabricated rib cage and the bearing platform prefabricated part are connected and combined, and a pouring channel is formed through the peripheral prefabricated part and the inner pouring prefabricated part; the counterforce supporting piece can effectively stabilize and support the bearing platform prefabricated part and the prefabricated reinforcement cage before prefabrication, during pouring and after pouring in the pouring operation process, and stress generated in the counterforce supporting process can be adjusted through arrangement of a counterforce balancing device; in this way, prefabricated forming construction of the bearing platform and the supporting column is achieved.
本发明涉及路桥施工构件安装施工技术领域,特别涉及一种拼接式预制构件组件及其应用其的施工方法,解决涉及柱筋笼预制后的大规模吊装,即实际中仍产生了大型构件的运输、吊装,仍然制约着施工与施工管理的技术问题,预制筋笼相当于支撑柱的预制内件筋笼,本技术方案通过将预制筋笼与承台预制构件进行连接结合,通过外围预制件和内灌注预制件形成灌注的通道,再通过反力支撑件实现在灌注作业过程中反力支撑件有效地对于预制前、灌注中、灌注后的承台预制构件、预制筋笼起到稳固与支撑的作用,并可通过反力平衡装置的布置来调整反力支撑过程中产生的应力,如此实现对于承台与支柱的预制成型施工。
Splicing type prefabricated part assembly and construction method applying splicing type prefabricated part assembly
The invention relates to the technical field of installation and construction of road and bridge construction components, in particular to a spliced prefabricated component assembly and a construction method applying the spliced prefabricated component assembly, and solves the technical problems that large-scale hoisting of prefabricated column reinforcement cages, namely transportation and hoisting of large components are still generated in practice, and construction and construction management are still restricted. According to the technical scheme, the prefabricated rib cage and the bearing platform prefabricated part are connected and combined, and a pouring channel is formed through the peripheral prefabricated part and the inner pouring prefabricated part; the counterforce supporting piece can effectively stabilize and support the bearing platform prefabricated part and the prefabricated reinforcement cage before prefabrication, during pouring and after pouring in the pouring operation process, and stress generated in the counterforce supporting process can be adjusted through arrangement of a counterforce balancing device; in this way, prefabricated forming construction of the bearing platform and the supporting column is achieved.
本发明涉及路桥施工构件安装施工技术领域,特别涉及一种拼接式预制构件组件及其应用其的施工方法,解决涉及柱筋笼预制后的大规模吊装,即实际中仍产生了大型构件的运输、吊装,仍然制约着施工与施工管理的技术问题,预制筋笼相当于支撑柱的预制内件筋笼,本技术方案通过将预制筋笼与承台预制构件进行连接结合,通过外围预制件和内灌注预制件形成灌注的通道,再通过反力支撑件实现在灌注作业过程中反力支撑件有效地对于预制前、灌注中、灌注后的承台预制构件、预制筋笼起到稳固与支撑的作用,并可通过反力平衡装置的布置来调整反力支撑过程中产生的应力,如此实现对于承台与支柱的预制成型施工。
Splicing type prefabricated part assembly and construction method applying splicing type prefabricated part assembly
一种拼接式预制构件组件及其应用其的施工方法
ZHAN ZHONGBO (Autor:in) / WANG TENGJIAO (Autor:in) / ZHANG YINGCAI (Autor:in) / PENG WEI (Autor:in) / JI YAJUN (Autor:in) / WANG WEIBIAO (Autor:in) / SUN XIAOPENG (Autor:in) / YANG DEWEI (Autor:in) / SHEN ZEZHONG (Autor:in) / YAN BINWANG (Autor:in)
29.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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