A geotechnical piling machine box for driving simulated piles into landslides under high geotechnical acceleration

A high-acceleration, simulating pile technology, applied in infrastructure engineering, infrastructure testing, construction, etc., can solve problems such as time-consuming, time-consuming and labor-intensive

Inactive Publication Date: 2020-07-07
含山县进步阶梯环境科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, this step is time-consuming and labor-intensive, and it is necessary to re-drive simulated piles with different combinations of angles and depths into the landslide after each set of tests is completed, which ultimately leads to a long time-consuming process for the entire simulated landslide test.

Method used

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  • A geotechnical piling machine box for driving simulated piles into landslides under high geotechnical acceleration
  • A geotechnical piling machine box for driving simulated piles into landslides under high geotechnical acceleration
  • A geotechnical piling machine box for driving simulated piles into landslides under high geotechnical acceleration

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Embodiment Construction

[0024] Such as figure 1 , 2 , shown in 3, 4, 5, a kind of geotechnical piling box that drives into simulation pile to landslide under high geotechnical acceleration, comprises piling box 1, is equipped with internal piling machine 2 inside piling box 1, described internal piling The machine 2 is fixed in the pile driver box 1 through the angle position adjustment rod 3. The internal pile driver 2 includes a simulation pile placement box 4, and a simulation pile driving outlet 5 is provided on the front of the simulation pile placement box 4. The back side of the pile placement box 4 is equipped with a driver 6, and the driver 6 is facing the simulation pile driving outlet 5, and the inside of the simulation pile placement box 4 is provided with two relative rolling slopes 7, and the two rolling slopes A simulated pile drop opening 8 is reserved between the lower ends of the 7, and the simulated pile rolls down from the rolling slope 7 and falls from the simulated pile drop op...

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Abstract

The invention discloses a geotechnical pile driving case for driving a simulating pile into a slipping slope at high geotechnical acceleration. The geotechnical pile driving case is characterized in that an inner pile driving device is mounted in the pile driving case, wherein the inner pile driving device is fixed into the pile driving case through an angle position adjusting rod; the inner piledriving device comprises a simulating pile storing box; a simulating pile outlet is formed in the front surface of the simulating pile storing box; a driver is mounted on the rear surface of the simulating pile storing box and faces the simulating pile outlet; two opposite rolling bevels are arranged in the simulating pile storing box; a simulating pile falling port is reserved between the lower ends of the two rolling bevels; the simulating pile rolls down through the rolling bevels and then falls down to be between the driver and the simulating pile outlet through the simulating pile fallingport. According to the geotechnical pile driving case, the simulating test of driving the simulating pile with different angles and depths into the slipping slope at high geotechnical acceleration can be performed by simple remote control, and thus the remote operation control of the pile driver in the slipping slope simulating test can be realized.

Description

technical field [0001] The invention relates to the technical field of experiments for exploring the influence of simulated piles on landslides, in particular to a geotechnical pile driver box for driving simulated piles into landslides under high geotechnical acceleration. Background technique [0002] At present, most of the indoor simulation tests for landslides are based on centrifuge simulation tests. Driving simulated piles with different angles and depths on the landslide is an important step in exploring the impact of simulated piles on landslides. However, this step is time-consuming and labor-intensive, and it is necessary to re-drive simulated piles with different combinations of angles and depths into the landslide after the completion of each group of tests, which eventually leads to the general time-consuming of the entire simulated landslide test. [0003] The characteristics of landslides driven into different angles and depths of simulated piles are differen...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 郑曼张驿张天叶方堃姜耀飞江强强
Owner 含山县进步阶梯环境科技有限公司
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