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Dynamic horizontal resistance displacement monitoring equipment and method based on deep foundation pit excavation soil layer

A technology of horizontal resistance and displacement monitoring, which is applied in the field of foundation soil survey, excavation, mechanical equipment, etc., can solve the problems of affecting monitoring results, shaking, and unstable fixation of the monitor, and achieve the effect of avoiding left and right shaking.

Pending Publication Date: 2022-03-18
NO 3 ENG COMPANY LTD OF CCCC FIRST HARBOR ENG COMPANY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The monitoring instrument is a device that can detect the horizontal displacement of the excavated soil layer in a deep foundation pit in real time. The problem in the existing technology is that the monitoring instrument needs to be supported and fixed by the support column during monitoring, but the support column and the monitoring The monitor does not have a good fixing method, so the monitor is usually connected to the support column with a buckle, but the monitor is easily removed and installed for a long time, and the buckle will break and the monitor will not be fixed stably. Shaking affects the monitoring results

Method used

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  • Dynamic horizontal resistance displacement monitoring equipment and method based on deep foundation pit excavation soil layer
  • Dynamic horizontal resistance displacement monitoring equipment and method based on deep foundation pit excavation soil layer
  • Dynamic horizontal resistance displacement monitoring equipment and method based on deep foundation pit excavation soil layer

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Embodiment 1

[0026] Such as Figure 1 to Figure 3 As shown, the dynamic horizontal resistance displacement monitoring equipment based on the deep excavation soil layer provided by the embodiment of the present invention includes a monitor 1, a support column 2 and a fixed block 3, the fixed block 3 is located at the bottom of the monitor 1, and the fixed block 3. The inner cavity at the bottom is in contact with the top of the support column 2. The inner cavity of the fixed block 3 is provided with a storage slot 4. The inner cavity of the storage slot 4 is provided with a positioning mechanism 5 used in conjunction with the monitor 1. The inner cavity of the storage slot 4 A transmission mechanism 6 used in conjunction with the positioning mechanism 5 is provided.

[0027] refer to figure 2 , the positioning mechanism 5 includes two positioning rods 501, the front side of the positioning rod 501 is fixedly connected with an extrusion block 502, the bottoms of the two positioning rods 50...

Embodiment 2

[0038] The method of using the dynamic horizontal resistance displacement monitoring equipment based on deep foundation pit excavation soil layer described in embodiment 1:

[0039] When in use, press the transmission rod 602, the transmission rod 602 will drive the two extrusion blocks 502 to move through the movable plate 601 and stretch the tension spring 603, and the extrusion block 502 will drive the two positioning rods 501 to move when moving , the positioning rod 501 will compress the spring 505 through the slider 503 during the moving process, after the positioning rod 501 moves to a proper position, release the transmission rod 602, the tension of the tension spring 603 will shrink and the movable plate 601 will be reset , during the reset process of the movable plate 601, the elastic force of the spring 505 rebounds, and the sliding block 503 will drive the positioning rod 501 to insert into the inner cavity of the positioning groove 9 and fix the fixed block 3 throu...

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Abstract

The invention belongs to the technical field of deep foundation pit excavated soil layer monitoring, and particularly relates to a dynamic horizontal resistance displacement monitoring device and method based on a deep foundation pit excavated soil layer, the dynamic horizontal resistance displacement monitoring device comprises a monitor, a supporting column and a fixing block, the fixing block is located at the bottom of the monitor, and an inner cavity of the bottom of the fixing block is in contact with the top of the supporting column; a storage groove is formed in an inner cavity of the fixing block, a positioning mechanism used in cooperation with the monitor is arranged in an inner cavity of the storage groove, and a transmission mechanism used in cooperation with the positioning mechanism is arranged in the inner cavity of the storage groove. After the transmission mechanism drives the positioning mechanism to move to a proper position, the positioning mechanism is in butt joint with the supporting column through the fixing block, the transmission mechanism is loosened, the monitoring instrument can be fixed through the supporting column while the positioning mechanism is reset, supporting of the monitoring instrument is completed, use is convenient, and the monitoring instrument can be stably connected with the supporting column.

Description

technical field [0001] The invention belongs to the technical field of deep foundation pit excavation soil layer monitoring, and in particular relates to a dynamic horizontal resistance displacement monitoring device and method based on deep foundation pit excavation soil layer. Background technique [0002] The monitoring instrument is a device that can detect the horizontal displacement of the excavated soil layer in a deep foundation pit in real time. The problem in the existing technology is that the monitoring instrument needs to be supported and fixed by the support column during monitoring, but the support column and the monitoring The monitor does not have a good fixing method, so the monitor is usually connected to the support column with a buckle, but the monitor is easily removed and installed for a long time, and the buckle will break and the monitor will not be fixed stably. Shaking affects the monitoring results. Contents of the invention [0003] Aiming at ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F16M11/04F16M7/00E02D1/00E02D17/02
CPCF16M11/041F16M7/00E02D1/00E02D17/02
Inventor 张发儒王向宇王洋张曙光
Owner NO 3 ENG COMPANY LTD OF CCCC FIRST HARBOR ENG COMPANY
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