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High-pressure jet grouting pile construction technological process for expressway construction
The invention relates to the field of high-pressure jet grouting pile construction, and discloses a high-pressure jet grouting pile construction technological process for expressway construction. Secondly, holes are distributed, and the positions of the jet grouting piles are accurately distributed according to design requirements; thirdly, a drilling machine is arranged in place, and the drilling machine enters the site and is arranged on the arranged pile position; step 4, drilling; 5, tube insertion; sixthly, spraying operation is conducted; step 7, tube drawing; 8, cleaning the machine tool; and ninthly, the machine tool is moved. After the high-pressure jet grouting piles are constructed, formed soil piles have high bearing capacity and can effectively support the load of an expressway and improve the bearing capacity of a roadbed, and the high-pressure jet grouting piles can reinforce an unconsolidated stratum or a weak soil layer, improve the mechanical property of the foundation and improve the bearing capacity and stability of the foundation through grouting and pouring. And finally, high-pressure jet grouting pile construction is relatively rapid and efficient, large-area construction is achieved, construction time and labor cost can be saved, and construction efficiency is improved.
本发明涉及高压旋喷桩施工领域,公开了一种高速公路施工用高压旋喷桩施工工艺流程,包括步骤一,制备浆液;步骤二,布孔,按设计要求准确的进行旋喷桩桩位布设;步骤三,钻机就位,钻机进场安置在布设的桩位上;步骤四,钻孔;步骤五,插管;步骤六,喷射作业;步骤七,拔管;步骤八,清洗机具;步骤九,移动机具。通过高压旋喷桩施工后,形成的土体桩体具有较高的承载能力,能够有效支撑高速公路的荷载,并提高路基的承载能力,并且高压旋喷桩通过注浆灌注,可以加固松散地层或弱土层,改善地基的力学性质,提高地基的承载力和稳定性,最后高压旋喷桩施工相对快速高效,适用于大面积施工,可以节省施工时间和人力成本,提高施工效率。
High-pressure jet grouting pile construction technological process for expressway construction
The invention relates to the field of high-pressure jet grouting pile construction, and discloses a high-pressure jet grouting pile construction technological process for expressway construction. Secondly, holes are distributed, and the positions of the jet grouting piles are accurately distributed according to design requirements; thirdly, a drilling machine is arranged in place, and the drilling machine enters the site and is arranged on the arranged pile position; step 4, drilling; 5, tube insertion; sixthly, spraying operation is conducted; step 7, tube drawing; 8, cleaning the machine tool; and ninthly, the machine tool is moved. After the high-pressure jet grouting piles are constructed, formed soil piles have high bearing capacity and can effectively support the load of an expressway and improve the bearing capacity of a roadbed, and the high-pressure jet grouting piles can reinforce an unconsolidated stratum or a weak soil layer, improve the mechanical property of the foundation and improve the bearing capacity and stability of the foundation through grouting and pouring. And finally, high-pressure jet grouting pile construction is relatively rapid and efficient, large-area construction is achieved, construction time and labor cost can be saved, and construction efficiency is improved.
本发明涉及高压旋喷桩施工领域,公开了一种高速公路施工用高压旋喷桩施工工艺流程,包括步骤一,制备浆液;步骤二,布孔,按设计要求准确的进行旋喷桩桩位布设;步骤三,钻机就位,钻机进场安置在布设的桩位上;步骤四,钻孔;步骤五,插管;步骤六,喷射作业;步骤七,拔管;步骤八,清洗机具;步骤九,移动机具。通过高压旋喷桩施工后,形成的土体桩体具有较高的承载能力,能够有效支撑高速公路的荷载,并提高路基的承载能力,并且高压旋喷桩通过注浆灌注,可以加固松散地层或弱土层,改善地基的力学性质,提高地基的承载力和稳定性,最后高压旋喷桩施工相对快速高效,适用于大面积施工,可以节省施工时间和人力成本,提高施工效率。
High-pressure jet grouting pile construction technological process for expressway construction
一种高速公路施工用高压旋喷桩施工工艺流程
SHI GUANLOU (Autor:in) / GU ZHENGYANG (Autor:in) / FENG JING (Autor:in) / LIU HONGJIA (Autor:in) / LI HAITAO (Autor:in) / WANG WEI (Autor:in)
13.08.2024
Patent
Elektronische Ressource
Chinesisch
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