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Construction method of pipe curtain method supporting structure
The invention relates to a construction method of a pipe curtain method supporting structure. The method comprises the steps of construction of a waterproof curtain and construction of a pipe curtain;the waterproof curtain is used for water stop and slurry prevention; the pipe curtain is used for grouting to consolidate surrounding rocks above an excavation outline to form a bearing arch; an expansive soil modifying and reinforcing agent is injected into a grouting steel pipe of the pipe curtain; and the expansive soil modifying and reinforcing agent flows out of a grouting hole in the grouting steel pipe and permeates into a surrounding soil layer, so that the surrounding soil layer is modified, the shear strength of expansive soil is improved, the free expansion rate of the expansive soil is reduced, and the supporting effect is improved on the premise of reducing the use of the steel pipe. The construction method in the invention effectively combines the modification of the expansive soil and the pipe curtain method, so that effective support for engineering and long-term prevention and control of later-period stability can be achieved.
一种管幕法支护结构的施工方法,该方法包括止水帷幕的施工和管幕的施工,止水帷幕用于止水阻浆,管幕用于注浆以固结开挖轮廓以上的围岩,以形成承载拱,在管幕的注浆钢管内注入膨胀土改性加固剂,膨胀土改性加固剂通过注浆钢管上的灌浆孔流出并渗入周围土层中,使得周围土层得到改性,提高膨胀土抗剪强度、降低膨胀土自由膨胀率,从而在减少钢管使用前提下提高支护效果。本发明将膨胀土的改性以及管幕法有效的结合,可以达到对工程的有效支护,以及后期稳定性的长远防治。
Construction method of pipe curtain method supporting structure
The invention relates to a construction method of a pipe curtain method supporting structure. The method comprises the steps of construction of a waterproof curtain and construction of a pipe curtain;the waterproof curtain is used for water stop and slurry prevention; the pipe curtain is used for grouting to consolidate surrounding rocks above an excavation outline to form a bearing arch; an expansive soil modifying and reinforcing agent is injected into a grouting steel pipe of the pipe curtain; and the expansive soil modifying and reinforcing agent flows out of a grouting hole in the grouting steel pipe and permeates into a surrounding soil layer, so that the surrounding soil layer is modified, the shear strength of expansive soil is improved, the free expansion rate of the expansive soil is reduced, and the supporting effect is improved on the premise of reducing the use of the steel pipe. The construction method in the invention effectively combines the modification of the expansive soil and the pipe curtain method, so that effective support for engineering and long-term prevention and control of later-period stability can be achieved.
一种管幕法支护结构的施工方法,该方法包括止水帷幕的施工和管幕的施工,止水帷幕用于止水阻浆,管幕用于注浆以固结开挖轮廓以上的围岩,以形成承载拱,在管幕的注浆钢管内注入膨胀土改性加固剂,膨胀土改性加固剂通过注浆钢管上的灌浆孔流出并渗入周围土层中,使得周围土层得到改性,提高膨胀土抗剪强度、降低膨胀土自由膨胀率,从而在减少钢管使用前提下提高支护效果。本发明将膨胀土的改性以及管幕法有效的结合,可以达到对工程的有效支护,以及后期稳定性的长远防治。
Construction method of pipe curtain method supporting structure
一种管幕法支护结构的施工方法
CHEN DIAN (Autor:in) / XING LINBIN (Autor:in) / ZHANG MIN (Autor:in) / SUN YONGJUN (Autor:in) / ZHAO LIN (Autor:in) / WU YUZHU (Autor:in) / LI PAN (Autor:in) / LIU XIAOLIANG (Autor:in) / LIANG BIN (Autor:in)
22.09.2020
Patent
Elektronische Ressource
Chinesisch
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