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A platform for research: civil engineering, architecture and urbanism
Straining beam and capping beam construction method
The invention relates to the technical field of geotechnical engineering construction, in particular to a straining beam and capping beam construction method. The method comprises the steps: designing straining beam and/or capping beam formworks according to actual requirements, then dividing the formworks into front formworks and rear formworks, and assembling the formworks respectively; during construction, lifting the front formworks and the rear formworks through a first electric hoist device and a second electric hoist device of a height lifter correspondingly, and then folding and locking the front formworks and the rear formworks; and finally, performing pouring and irrigation, when concrete reaches the formwork removal strength, removing the front formworks and the rear formworks, and lowering the front formworks and the rear formworks to the ground through the height lifter to complete construction. According to the straining beam and cover beam construction method, the front formworks and the rear formworks are assembled on the ground firstly, then the front formworks and the rear formworks are lifted to the needed height through the height lifter, and then the front formworks and the rear formworks are spliced and assembled into a complete formwork. Material cost, labor cost and use of crane construction equipment are greatly saved, the construction efficiency can be effectively improved, the construction period is shortened, and construction safety is ensured.
本发明涉及土工工程施工技术领域，特别涉及一种系梁和盖梁施工方法，包括根据实际需求设计系梁和/或盖梁模板，再将模板分为前模板和后模板并各自拼装；施工时，利用高度升降机的第一电动葫芦装置和第二电动葫芦装置分别提升前模板和后模板，再将前模板和后模板合拢锁固；最后浇筑灌溉，待砼达到拆模强度时，再将前模板和后模板拆除，并将二者利用高度升降机降回地面，即完成施工。本发明提供的系梁和盖梁施工方法通过在地面先拼装好前模板和后模板，再由升降机将前模板和后模板提升至所需高度后，再拼接组装成完整的模板。大量节约材料费用、人力成本以及吊车施工设备的使用，能够有效提高施工效率，缩短施工周期，确保施工安全。
Straining beam and capping beam construction method
The invention relates to the technical field of geotechnical engineering construction, in particular to a straining beam and capping beam construction method. The method comprises the steps: designing straining beam and/or capping beam formworks according to actual requirements, then dividing the formworks into front formworks and rear formworks, and assembling the formworks respectively; during construction, lifting the front formworks and the rear formworks through a first electric hoist device and a second electric hoist device of a height lifter correspondingly, and then folding and locking the front formworks and the rear formworks; and finally, performing pouring and irrigation, when concrete reaches the formwork removal strength, removing the front formworks and the rear formworks, and lowering the front formworks and the rear formworks to the ground through the height lifter to complete construction. According to the straining beam and cover beam construction method, the front formworks and the rear formworks are assembled on the ground firstly, then the front formworks and the rear formworks are lifted to the needed height through the height lifter, and then the front formworks and the rear formworks are spliced and assembled into a complete formwork. Material cost, labor cost and use of crane construction equipment are greatly saved, the construction efficiency can be effectively improved, the construction period is shortened, and construction safety is ensured.
本发明涉及土工工程施工技术领域，特别涉及一种系梁和盖梁施工方法，包括根据实际需求设计系梁和/或盖梁模板，再将模板分为前模板和后模板并各自拼装；施工时，利用高度升降机的第一电动葫芦装置和第二电动葫芦装置分别提升前模板和后模板，再将前模板和后模板合拢锁固；最后浇筑灌溉，待砼达到拆模强度时，再将前模板和后模板拆除，并将二者利用高度升降机降回地面，即完成施工。本发明提供的系梁和盖梁施工方法通过在地面先拼装好前模板和后模板，再由升降机将前模板和后模板提升至所需高度后，再拼接组装成完整的模板。大量节约材料费用、人力成本以及吊车施工设备的使用，能够有效提高施工效率，缩短施工周期，确保施工安全。
Straining beam and capping beam construction method
一种系梁和盖梁施工方法
XIE YAHONG (author) / XIE ZHIWEI (author)
2022-02-11
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
| European Patent Office | 2024