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Construction method of ultra-long large-size bearing platform for large aircraft test
The invention discloses a construction method of a super-long large-size bearing platform for a large aircraft test, and the bearing platform is cast in a mold splitting manner, and comprises the following steps: S1, casting a foundation pile; s2, surveying and setting out are conducted, a foundation pit is excavated, the pile head of a foundation pile is treated, and then a cushion layer is poured; s3, a formwork is erected, reinforcing steel bars are bound, concrete pouring is conducted on a first layer of bearing platform, C30 micro-expansion compensation type concrete is adopted within the range of 1 m of the end of the bearing platform, 10% of expanding agents are added, cooling pipes and temperature measuring elements are embedded, maintenance is conducted, and foundation pit backfilling is conducted; and S4, measuring and lofting again, chiseling the surface of the first-layer bearing platform concrete, brushing a cement grout interface agent, erecting a formwork, binding reinforcing steel bars, installing a high-strength reinforced net, pouring second-layer bearing platform concrete, adopting compensatory concrete, adding 16% of an expanding agent, embedding a cooling pipe and a temperature measuring element in the concrete, and maintaining. The device has the advantages of stable structure and high strength.
本发明公开了一种用于大飞机试验的超长大体积承台的施工方法,所述承台分模浇筑,包括以下步骤:S1:浇筑基础桩;S2:测量放样,开挖基坑,对基础桩桩头进行处理,然后浇筑垫层;S3:立模板,绑扎钢筋,进行第一层承台混凝土浇筑,承台端头1m范围内采用C30微膨胀补偿型性凝土,加10%膨胀剂,埋设冷却管及测温元件,进行养护、基坑回填;S4:再次测量放样,在第一层承台混凝土表面凿毛,涂刷水泥浆液界面剂,立模板、绑扎钢筋,安装高强加筋网、进行第二层承台混凝土浇筑,采用补偿性混凝土,加16%膨胀剂,中埋设冷却管及测温元件,进行养护。具有结构稳定,强度高的优点。
Construction method of ultra-long large-size bearing platform for large aircraft test
The invention discloses a construction method of a super-long large-size bearing platform for a large aircraft test, and the bearing platform is cast in a mold splitting manner, and comprises the following steps: S1, casting a foundation pile; s2, surveying and setting out are conducted, a foundation pit is excavated, the pile head of a foundation pile is treated, and then a cushion layer is poured; s3, a formwork is erected, reinforcing steel bars are bound, concrete pouring is conducted on a first layer of bearing platform, C30 micro-expansion compensation type concrete is adopted within the range of 1 m of the end of the bearing platform, 10% of expanding agents are added, cooling pipes and temperature measuring elements are embedded, maintenance is conducted, and foundation pit backfilling is conducted; and S4, measuring and lofting again, chiseling the surface of the first-layer bearing platform concrete, brushing a cement grout interface agent, erecting a formwork, binding reinforcing steel bars, installing a high-strength reinforced net, pouring second-layer bearing platform concrete, adopting compensatory concrete, adding 16% of an expanding agent, embedding a cooling pipe and a temperature measuring element in the concrete, and maintaining. The device has the advantages of stable structure and high strength.
本发明公开了一种用于大飞机试验的超长大体积承台的施工方法,所述承台分模浇筑,包括以下步骤:S1:浇筑基础桩;S2:测量放样,开挖基坑,对基础桩桩头进行处理,然后浇筑垫层;S3:立模板,绑扎钢筋,进行第一层承台混凝土浇筑,承台端头1m范围内采用C30微膨胀补偿型性凝土,加10%膨胀剂,埋设冷却管及测温元件,进行养护、基坑回填;S4:再次测量放样,在第一层承台混凝土表面凿毛,涂刷水泥浆液界面剂,立模板、绑扎钢筋,安装高强加筋网、进行第二层承台混凝土浇筑,采用补偿性混凝土,加16%膨胀剂,中埋设冷却管及测温元件,进行养护。具有结构稳定,强度高的优点。
Construction method of ultra-long large-size bearing platform for large aircraft test
一种用于大飞机试验的超长大体积承台的施工方法
ZHU JIEBING (Autor:in) / LI XINJIE (Autor:in) / CHEN YONGAN (Autor:in) / LI QIANGHUI (Autor:in) / ZHANG NING (Autor:in) / WU YINGYE (Autor:in) / LYU MAOFENG (Autor:in) / HU YUNFENG (Autor:in) / LI DONGHAI (Autor:in) / YIN QIJIA (Autor:in)
10.11.2023
Patent
Elektronische Ressource
Chinesisch
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