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Jacking deviation rectifying method for grouting without entering building
The construction method comprises the following steps that S1, the current situation of a building needing to be jacked and/or rectified is investigated, and a grouting jacking and/or rectifying scheme is formulated, S2, a monitoring system is arranged, S3, the grout mixing proportion is determined, and the jacking rectifying grouting amount is calculated, S4, the number of grouting pipes and the position of a grout outlet point are determined, and S5, the grouting pipe number and the grout outlet point position are determined. The method comprises the following steps of S1, building an outdoor grouting wall, S5, arranging horizontal and inclined grouting pipes outdoors, numbering and recording initial setting parameters of the grouting pipes, S6, constructing an outdoor grouting stopping wall, S7, drawing up a daily synchronous grouting jacking deviation correction plan, S8, carrying out synchronous grouting jacking deviation correction according to a daily plan, S9, carrying out data analysis, and carrying out data acquisition in time in the synchronous grouting process, S10, dynamically adjusting the positions of grout outlet points of the grouting pipes and/or adjusting the daily grouting plan. S11, cleaning the site, and performing completion acceptance; in the construction process, residents do not need to carry the building in the air, and normal use of the building is not affected in the construction process.
本发明涉及一种不入楼注浆顶升纠偏方法,该施工方法包括如下步骤:S1、对需顶升和/或纠偏的建筑物现状调查并制定注浆顶升和/或纠偏方案,S2、布置监测系统,S3、确定浆液配合比、计算顶升纠偏注浆量,S4、确定注浆管数量、出浆点位置,S5、室外布设水平、倾斜注浆管,并编号记录各注浆管的初始设置参数,S6、施工室外止浆墙,S7、拟定日同步注浆顶升纠偏计划,S8、按日计划同步注浆顶升纠偏,S9、数据分析,同步注浆过程及时进行数据采集,S10、动态调整注浆管的出浆点位置和/或调整日注浆计划,S11、清理现场,竣工验收;本发明在施工过程中,无需住户腾空搬迁,并在施工过程中不影响建筑物的正常使用。
Jacking deviation rectifying method for grouting without entering building
The construction method comprises the following steps that S1, the current situation of a building needing to be jacked and/or rectified is investigated, and a grouting jacking and/or rectifying scheme is formulated, S2, a monitoring system is arranged, S3, the grout mixing proportion is determined, and the jacking rectifying grouting amount is calculated, S4, the number of grouting pipes and the position of a grout outlet point are determined, and S5, the grouting pipe number and the grout outlet point position are determined. The method comprises the following steps of S1, building an outdoor grouting wall, S5, arranging horizontal and inclined grouting pipes outdoors, numbering and recording initial setting parameters of the grouting pipes, S6, constructing an outdoor grouting stopping wall, S7, drawing up a daily synchronous grouting jacking deviation correction plan, S8, carrying out synchronous grouting jacking deviation correction according to a daily plan, S9, carrying out data analysis, and carrying out data acquisition in time in the synchronous grouting process, S10, dynamically adjusting the positions of grout outlet points of the grouting pipes and/or adjusting the daily grouting plan. S11, cleaning the site, and performing completion acceptance; in the construction process, residents do not need to carry the building in the air, and normal use of the building is not affected in the construction process.
本发明涉及一种不入楼注浆顶升纠偏方法,该施工方法包括如下步骤:S1、对需顶升和/或纠偏的建筑物现状调查并制定注浆顶升和/或纠偏方案,S2、布置监测系统,S3、确定浆液配合比、计算顶升纠偏注浆量,S4、确定注浆管数量、出浆点位置,S5、室外布设水平、倾斜注浆管,并编号记录各注浆管的初始设置参数,S6、施工室外止浆墙,S7、拟定日同步注浆顶升纠偏计划,S8、按日计划同步注浆顶升纠偏,S9、数据分析,同步注浆过程及时进行数据采集,S10、动态调整注浆管的出浆点位置和/或调整日注浆计划,S11、清理现场,竣工验收;本发明在施工过程中,无需住户腾空搬迁,并在施工过程中不影响建筑物的正常使用。
Jacking deviation rectifying method for grouting without entering building
一种不入楼注浆顶升纠偏方法
CHEN SIMING (Autor:in) / BIAN SHIHAI (Autor:in) / WAN YI (Autor:in) / HUANG XUHUI (Autor:in) / JIANG JIALUN (Autor:in) / WU YAJUN (Autor:in)
02.01.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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