A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
One or more embodiments of the invention provide a method and a device for reinforcing backfill soil in a limited space by using grouted moso bamboo. The method comprises the following steps: leveling a construction site; moso bamboos of a certain specification are selected, all bamboo joints in the moso bamboos are broken through, and a plurality of grouting holes are evenly formed in bamboo bodies; the processed moso bamboos are hit into a soil layer to be reinforced through a handheld vibrator; the top ends of the moso bamboos are blocked through balance weight plugs with grouting pipes; the grouting pipes at the top ends of all the moso bamboos are connected together, and one-time combined grouting is conducted on all the moso bamboos; and after grout overflows from the ground, grouting is finished, and the counterweight plug is lifted. According to the method, backfill soil in a limited space can be reinforced, construction is flexible, moso bamboos are inserted firstly, then combined grouting is conducted on all the moso bamboos at a time, due to the fact that each grouting hole generates grouting pressure at the same time, the pressure is balanced, hole channeling of grout due to pressure difference is avoided, grouting is more uniform, the grouting speed is higher, and the grouting efficiency is improved. And after grouting, the compactness of backfilled soil can be improved, and settlement after soil engineering backfilling is reduced.
本说明书一个或多个实施例提供一种利用注浆毛竹加固受限空间回填土的方法及其装置，包括平整施工场地；选取一定规格的毛竹，将毛竹内部的各个竹节打通，在竹身上均匀开设若干注浆孔；用手持振动器将处理好的毛竹打入待加固土层；用带有注浆管的配重塞子把毛竹顶端堵住；把所有毛竹顶端的注浆管连接在一起，对所有毛竹进行一次性联合注浆；待地面冒浆，结束注浆，提起配重塞子。能够对受限制的空间回填土进行加固，施工灵活，并且通过先将毛竹插好，再一次性对所有毛竹进行联合注浆，由于每个注浆孔都同时产生了注浆压力，压力平衡，浆液不会因为有压差而窜孔，使得注浆更均匀、注浆速度更快，注浆后能够提高回填土的密实度、减少回填土工后沉降。
One or more embodiments of the invention provide a method and a device for reinforcing backfill soil in a limited space by using grouted moso bamboo. The method comprises the following steps: leveling a construction site; moso bamboos of a certain specification are selected, all bamboo joints in the moso bamboos are broken through, and a plurality of grouting holes are evenly formed in bamboo bodies; the processed moso bamboos are hit into a soil layer to be reinforced through a handheld vibrator; the top ends of the moso bamboos are blocked through balance weight plugs with grouting pipes; the grouting pipes at the top ends of all the moso bamboos are connected together, and one-time combined grouting is conducted on all the moso bamboos; and after grout overflows from the ground, grouting is finished, and the counterweight plug is lifted. According to the method, backfill soil in a limited space can be reinforced, construction is flexible, moso bamboos are inserted firstly, then combined grouting is conducted on all the moso bamboos at a time, due to the fact that each grouting hole generates grouting pressure at the same time, the pressure is balanced, hole channeling of grout due to pressure difference is avoided, grouting is more uniform, the grouting speed is higher, and the grouting efficiency is improved. And after grouting, the compactness of backfilled soil can be improved, and settlement after soil engineering backfilling is reduced.
本说明书一个或多个实施例提供一种利用注浆毛竹加固受限空间回填土的方法及其装置，包括平整施工场地；选取一定规格的毛竹，将毛竹内部的各个竹节打通，在竹身上均匀开设若干注浆孔；用手持振动器将处理好的毛竹打入待加固土层；用带有注浆管的配重塞子把毛竹顶端堵住；把所有毛竹顶端的注浆管连接在一起，对所有毛竹进行一次性联合注浆；待地面冒浆，结束注浆，提起配重塞子。能够对受限制的空间回填土进行加固，施工灵活，并且通过先将毛竹插好，再一次性对所有毛竹进行联合注浆，由于每个注浆孔都同时产生了注浆压力，压力平衡，浆液不会因为有压差而窜孔，使得注浆更均匀、注浆速度更快，注浆后能够提高回填土的密实度、减少回填土工后沉降。
Method and device for reinforcing backfill soil in limited space through grouting moso bamboos
一种利用注浆毛竹加固受限空间回填土的方法及其装置
2022-06-28
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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