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A construction method for subgrade monitoring

A construction method and technology of roadbed, which are applied in measurement devices, surveying and navigation, height/level measurement, etc., can solve the problems of complicated and difficult to take over, etc.

Active Publication Date: 2020-08-18
安徽省路兴建设项目管理有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] The purpose of the present invention is to provide a construction method for roadbed monitoring, so as to solve the complicated problem of taking over in the prior art, especially the problem that it is not easy to take over when it is buried by filling

Method used

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  • A construction method for subgrade monitoring
  • A construction method for subgrade monitoring
  • A construction method for subgrade monitoring

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0042] Embodiment 1: as image 3 As shown, a settlement monitoring device includes a bottom plate (1), an outer pipe (3), an inner pipe (4), a first clamping device (6), a control member (9-1), a first connecting member (9 -2);

[0043] The inner tube (4) can be stretched in the outer tube (10), and the inner tube (4) and the outer tube (10) can be fixed by the first clamping device (6);

[0044] The control member is arranged on the top area of ​​the inner pipe (4), and the first connection member (9-2) is respectively connected with the control member (9-1) and the first clamping piece (6-2) of the first clamping device (6). )connect;

[0045] Wherein, the top of the inner pipe (4) is equipped with a rod top fastener (8), and the rod top fastener (8) is provided with a through hole (8-3), and the control member (9-1) is threadedly connected to the through hole. In the hole (8-3), when the control member (9-1) is rotated and pulled up, the first engaging device (6) is driv...

Embodiment 2

[0054] Embodiment 2: as Figure 7 As shown, the difference from Embodiment 1 is that the pipe wall of the outer pipe is thickened, and the first clip (6-2) of the inner pipe is inserted into the pipe wall of the outer pipe; the design idea of ​​Embodiment 2 is: The outer pipe is equipped with a clamping jacket. When the settlement device is lowered, the clamping jacket will increase the arch effect between the outer pipe and the filling, which may make the settlement measured by the settlement device smaller; The possibility of collision with construction machinery is further reduced. It should be noted that in Examples 1 and 2, when making the clamping hole of the outer tube, the structure of the outer tube can be formed in one piece; the form of punching holes can also be used, and then the clamping jacket can be pasted outside the hole (embodiment 1), Or the mode of pasting obturator cover (embodiment 2) in the hole is molded, and this mode is more suitable for the self-ma...

Embodiment 5

[0062] Embodiment 5 adopts the dual control means of "the first connecting member + the first clamping piece" and "the second connecting member + the second clamping piece". The effect is that the settlement monitoring device is buried in the Under the soil, the monitoring personnel find the second connecting member through excavation (the second connecting member can be set 30-50cm higher than the top of the inner pipe for easy operation). "lift control member" two actions, the first clamping part and the second clamping part are both compressed in the inner tube and the outer tube, at this time, the inner tube can be driven up by pulling up the second connecting member, at this time, release Control member, at this time: Since the second connecting member is always in the pulled-up state, the inclined block (13-3) cooperates with the second clamping part (12-2), and the second clamping part (12-2) is always shrinking At this time, the inner pipe and the outer pipe can also b...

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Abstract

The invention relates to a construction method for subgrade monitoring, which includes the steps of: 1) after a subgrade geotextile is paved, arranging a settlement monitoring device on the surface of the geotextile; 2) setting the mouth height of an inner tube to be higher than that of an outer tube, and placing a ruler on the mouth of the inner tube to acquire first-time elevation of the mouth of the inner tube; 3) according to monitoring frequency, measuring the elevation of the mouth of the inner tube; 4) after filling earth is close to or covers up the mouth of the inner tube, lifting the inner tube by pulling-up a control button, so that a first clamping member is drawn out from a clamping hole in the outer tube, grasp-lifting the inner tube, and when the inner tube is pulled-up, releasing the control button; and 5) re-fixing the inner tube, wherein the inner tube is grasp-lifted until a first clamping apparatus of the inner tube is inserted into the clamping hole in the outer tube. The construction method for subgrade monitoring can solve a problem of complex tube connection when a monitoring tube is covered up by earth.

Description

technical field [0001] The patent of the present invention relates to the field of roadbed construction monitoring, in particular to a construction method for roadbed monitoring. Background technique [0002] The "Soft Soil Embankment Design and Construction Code" requires that the post-construction settlement of expressways and first-class roads should be less than 15cm, the post-construction settlement of second-class roads should be less than 30cm, and the post-construction settlement of third-class roads should be less than 50cm. In order to determine the post-construction settlement of the subgrade, subgrade slabs are generally buried during road construction for construction monitoring. [0003] The most widely used settlement monitoring devices in the prior art include base plates, stiffeners, settlement pipes, and pipe collars. When the roadbed settles, the bottom plate and settlement pipes will settle along with the settlement of the roadbed. Therefore, it is only n...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C5/00
CPCG01C5/00
Inventor 张黎明董蕾袁金标王昆
Owner 安徽省路兴建设项目管理有限公司