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Construction method of replacement type internally-inserted profile steel fender post based on MJS construction method

A construction method and technology of retaining piles, which are applied in foundation structure engineering, excavation, sheet pile walls, etc., can solve the problems of high pile strength and wide lap length

Inactive Publication Date: 2020-12-18
CHINA MCC20 GRP CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The technical problem to be solved by the present invention is to provide a construction method based on the MJS construction method for the replacement type interpolated steel enclosure piles. The influence of soil disturbance and foundation disturbance is small, the strength of the pile body is high and the length of the lap is wide, which can play a good role in retaining soil and preventing water

Method used

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  • Construction method of replacement type internally-inserted profile steel fender post based on MJS construction method
  • Construction method of replacement type internally-inserted profile steel fender post based on MJS construction method
  • Construction method of replacement type internally-inserted profile steel fender post based on MJS construction method

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Embodiment Construction

[0028]Implementation examplefigure 1 ,figure 2 withimage 3 As shown, the construction method of the replacement inserted steel enclosure pile based on the MJS construction method of the present invention includes the following steps:

[0029]Step 1. Connect the MJS host power supply, data cable, various pipelines and drill bits, and connect the internal pressure sensor to the monitoring display. Make sure that the pressure is cleared to zero when the drill bit is unloaded. The pipeline connections are sealed to ensure that there is no air in the pipe;

[0030]Step 2: Ensure that the MJS main engine, high-pressure pump, air compressor, mud mixing system, and MJS management device are in normal working conditions, and the MJS main engine is in place, and the drill pipe length is zeroed after the rack is placed stably;

[0031]Step 3: Lower the drill rod with the drill bit in the pilot hole to the design depth. If it is difficult to lower the drill rod, turn on the cutting water for normal cut...

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Abstract

The invention discloses a construction method of a replacement type internally-inserted profile steel fender post based on an MJS construction method. The method comprises the steps that an MJS main machine and auxiliary equipment of the MJS construction method are prepared firstly, an in-ground pressure sensor and a monitoring displayer are connected, and pressure zero clearing is conducted underthe condition that a drill bit is free of loads; the MJS main machine is in place, zero clearing is started, a drill rod is put into a guide hole to reach the designed depth, the drill rod and the drill bit are in butt joint till the drill bit reaches the preset depth, and the drill rod is in place; after the drill bit reaches the preset depth, all technological parameters are set, and then guniting is started to form an MJS jet grouting pile; and profile steel is hoisted to the pile center position of the MJS jet grouting pile, after the position is adjusted, the profile steel naturally sinks to the elevation position through the self weight, and the internally-inserted profile steel fender post is formed. According to the method, the defects of various traditional fender forms are overcome, the method adapts to fender engineering of deep foundation pits, the disturbance influence on the surrounding environment and a foundation is small, the pile body strength is high, the lap jointlength is large, and a very good soil blocking effect and a very good water isolation effect can be achieved.

Description

Technical field[0001]The invention relates to the technical field of construction engineering, in particular to a construction method of a replacement type inserted steel enclosure pile based on the MJS construction method.Background technique[0002]With the development of urban construction, buildings (structures) tend to be saturated. Therefore, the impact of regional restrictions on construction projects has become a problem faced by many large and medium-sized cities. In order to solve such problems, the vertical direction is moving higher and deeper. Development, horizontal red line awareness and safety measures for surrounding buildings (structures) have become key considerations for construction projects.[0003]The stage factors that have the greatest impact on the surrounding buildings (structures) during the construction of a deep foundation pit are mainly the control of the groundwater level and soil by the enclosure project. Choosing an appropriate enclosure form helps to b...

Claims

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Application Information

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IPC IPC(8): E02D17/04E02D5/46
CPCE02D5/46E02D17/04
Inventor 毛凤森张保亮
Owner CHINA MCC20 GRP CORP
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