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Method for jointly installing adjuster and volute and integrally pouring concrete
The invention relates to a method for jointly installing an adjuster and a volute and integrally pouring concrete. The method comprises the steps that a welded diversion tunnel pressure steel pipe is installed, and externally-wrapped reinforced concrete is poured; mounting and welding the seat ring, and pouring foundation bolt concrete of the seat ring foundation; installing and welding the volute, and then reinforcing and strengthening the seat ring rooting foundation; an adjuster between the volute and the pressure steel pipe is installed and welded, deformation monitoring is carried out on relevant parts of the seat ring, and the welding technology is dynamically adjusted till installation is completed; and pouring the seat ring, the volute and the adjuster between the volute and the pressure steel pipe with externally-wrapped reinforced concrete, carrying out deformation monitoring on related parts, and dynamically adjusting a concrete pouring scheme until integral pouring is completed. The problems that according to an existing installation method, the seat ring and the volute are installed firstly, first-stage concrete is poured, a second-stage concrete pit of the installation portion of the adjuster is reserved, then the adjuster is installed, and then the second-stage concrete is poured, so that civil engineering and installation procedures are staggered and complex, and the construction period is long are solved.
本发明涉及一种凑合节与蜗壳联合安装整体浇筑混凝土的方法,包括:安装焊接引水隧洞压力钢管并浇筑外包钢筋混凝土;安装焊接座环,浇筑座环基础地脚螺栓混凝土;安装焊接蜗壳,完成后,对座环生根基础进行补强加固措施;安装焊接蜗壳、压力钢管之间凑合节,并进行座环相关部位变形监测,动态调整焊接工艺,至安装完成;浇筑座环、蜗壳及蜗壳与压力钢管之间凑合节外包钢筋混凝土,并进行相关部位变形监测,动态调整混凝土浇筑方案,至整体浇筑完成。本发明解决了现有安装方法先安装座环、蜗壳并浇筑一期混凝土,预留凑合节安装部位二期混凝土坑,再安装凑合节再浇筑二期混凝土导致的土建及安装工序交错复杂以及工期较长的问题。
Method for jointly installing adjuster and volute and integrally pouring concrete
The invention relates to a method for jointly installing an adjuster and a volute and integrally pouring concrete. The method comprises the steps that a welded diversion tunnel pressure steel pipe is installed, and externally-wrapped reinforced concrete is poured; mounting and welding the seat ring, and pouring foundation bolt concrete of the seat ring foundation; installing and welding the volute, and then reinforcing and strengthening the seat ring rooting foundation; an adjuster between the volute and the pressure steel pipe is installed and welded, deformation monitoring is carried out on relevant parts of the seat ring, and the welding technology is dynamically adjusted till installation is completed; and pouring the seat ring, the volute and the adjuster between the volute and the pressure steel pipe with externally-wrapped reinforced concrete, carrying out deformation monitoring on related parts, and dynamically adjusting a concrete pouring scheme until integral pouring is completed. The problems that according to an existing installation method, the seat ring and the volute are installed firstly, first-stage concrete is poured, a second-stage concrete pit of the installation portion of the adjuster is reserved, then the adjuster is installed, and then the second-stage concrete is poured, so that civil engineering and installation procedures are staggered and complex, and the construction period is long are solved.
本发明涉及一种凑合节与蜗壳联合安装整体浇筑混凝土的方法,包括:安装焊接引水隧洞压力钢管并浇筑外包钢筋混凝土;安装焊接座环,浇筑座环基础地脚螺栓混凝土;安装焊接蜗壳,完成后,对座环生根基础进行补强加固措施;安装焊接蜗壳、压力钢管之间凑合节,并进行座环相关部位变形监测,动态调整焊接工艺,至安装完成;浇筑座环、蜗壳及蜗壳与压力钢管之间凑合节外包钢筋混凝土,并进行相关部位变形监测,动态调整混凝土浇筑方案,至整体浇筑完成。本发明解决了现有安装方法先安装座环、蜗壳并浇筑一期混凝土,预留凑合节安装部位二期混凝土坑,再安装凑合节再浇筑二期混凝土导致的土建及安装工序交错复杂以及工期较长的问题。
Method for jointly installing adjuster and volute and integrally pouring concrete
一种凑合节与蜗壳联合安装整体浇筑混凝土的方法
ZHAN LEJUN (author) / LIU XINGSHENG (author) / CHEN BIHUI (author) / WANG CHAO (author) / ZHANG YUNGUANG (author) / WANG ZHANPING (author) / XU ZHI (author) / WANG AN'AI (author) / LIU JUN (author) / ZHANG CAI (author)
2023-05-26
Patent
Electronic Resource
Chinese
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