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Construction method for soilless treatment on back of retaining wall made of rubble along mountain
The invention discloses a construction method for soilless treatment on the back of a retaining wall along mountain rubbles, and relates to the technical field of construction of retaining walls along mountain rubbles. Two positioning mechanisms are arranged side by side at equal intervals, the positioning mechanisms on the same side are connected through a marking mechanism, and the two positioning mechanisms are connected through a distance adjusting mechanism; wherein one positioning mechanism is provided with a power switch group, the input end of the power switch group is connected with the output end of an external power supply, and the power supply output end of the power switch group is electrically connected with the power supply input end of the marking mechanism; according to the construction method for soilless treatment on the back of the retaining wall along the mountain rubble, the distance between the positioning mechanisms on the two sides is adjusted through the distance adjusting mechanism, workers can conveniently confirm the width of a flood drainage ditch, the trend of the marking mechanism is positioned through the positioning mechanisms, and the situation that the marking mechanism moves when encountering strong wind or rainy days is avoided; the construction progress of the flood drainage ditch is influenced, and the trend of the flood drainage ditch is marked through a marking mechanism.
一种沿山毛石挡土墙背后无土处理施工方法,涉及沿山毛石挡土墙施工技术领域,所述定位机构呈两个并排式等距排列,且同侧的定位机构之间通过标线机构进行连接,两个定位机构之间通过间距调整机构连接,其中一个定位机构上安装有电源开关组,且电源开关组的输入端与外部电源的输出端连接,所述电源开关组的供电输出端与标线机构的供电输入端电连接;本发明所述的一种沿山毛石挡土墙背后无土处理施工方法,通过间距调整机构调整两侧定位机构之间的间距,方便工作人员确认排洪沟的宽度,通过定位机构对标线机构的走向进行定位,避免在遇到大风或下雨天气时,标线机构发生移动,影响排洪沟的修建进度,通过标线机构对排洪沟的走向进行标注。
Construction method for soilless treatment on back of retaining wall made of rubble along mountain
The invention discloses a construction method for soilless treatment on the back of a retaining wall along mountain rubbles, and relates to the technical field of construction of retaining walls along mountain rubbles. Two positioning mechanisms are arranged side by side at equal intervals, the positioning mechanisms on the same side are connected through a marking mechanism, and the two positioning mechanisms are connected through a distance adjusting mechanism; wherein one positioning mechanism is provided with a power switch group, the input end of the power switch group is connected with the output end of an external power supply, and the power supply output end of the power switch group is electrically connected with the power supply input end of the marking mechanism; according to the construction method for soilless treatment on the back of the retaining wall along the mountain rubble, the distance between the positioning mechanisms on the two sides is adjusted through the distance adjusting mechanism, workers can conveniently confirm the width of a flood drainage ditch, the trend of the marking mechanism is positioned through the positioning mechanisms, and the situation that the marking mechanism moves when encountering strong wind or rainy days is avoided; the construction progress of the flood drainage ditch is influenced, and the trend of the flood drainage ditch is marked through a marking mechanism.
一种沿山毛石挡土墙背后无土处理施工方法,涉及沿山毛石挡土墙施工技术领域,所述定位机构呈两个并排式等距排列,且同侧的定位机构之间通过标线机构进行连接,两个定位机构之间通过间距调整机构连接,其中一个定位机构上安装有电源开关组,且电源开关组的输入端与外部电源的输出端连接,所述电源开关组的供电输出端与标线机构的供电输入端电连接;本发明所述的一种沿山毛石挡土墙背后无土处理施工方法,通过间距调整机构调整两侧定位机构之间的间距,方便工作人员确认排洪沟的宽度,通过定位机构对标线机构的走向进行定位,避免在遇到大风或下雨天气时,标线机构发生移动,影响排洪沟的修建进度,通过标线机构对排洪沟的走向进行标注。
Construction method for soilless treatment on back of retaining wall made of rubble along mountain
一种沿山毛石挡土墙背后无土处理施工方法
ZHANG PENG (Autor:in) / CHANG TAIRAN (Autor:in) / SU TIANQING (Autor:in) / LI ZEYI (Autor:in) / WANG XUELIAN (Autor:in) / LI MENG (Autor:in) / SHI XIAOHUI (Autor:in) / SONG HAO (Autor:in) / LIU YAMENG (Autor:in) / DONG JIAJIE (Autor:in)
07.11.2023
Patent
Elektronische Ressource
Chinesisch
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