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High pier template platform construction sag monitoring and alarming device

A technology for monitoring and alarming devices and high piers, which is applied to alarms, erection/assembly of bridges, bridge parts, etc., can solve problems such as low bearing capacity, difficulty in ensuring the quality of filled concrete, and affecting the overall structural strength of high pier formwork platforms, etc. To achieve the effect of improving the accuracy of the alarm

Pending Publication Date: 2022-04-19
中铁九局集团第五工程有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The pin method needs to reserve a hole through the pier column, which will be filled with concrete in the later stage. The quality of the filled concrete is difficult to guarantee, and the circular section of the pin has poor bending resistance and low bearing capacity.
Using the hoop method, the value of the friction coefficient between the hoop and the pier column is difficult to grasp, and the hoop is prone to torsion during construction, resulting in deflection and inclination of the formwork platform of the high pier during the construction process, which seriously affects the overall structure of the formwork platform of the high pier Strength and easy to cause deviation to the construction sag and affect the construction accuracy of high piers
[0003] At present, the construction sag of the high pier formwork platform is mainly monitored by the regular measurement of the construction personnel. The observation by the measuring instrument is cumbersome and requires a large number of personnel to invest in the regular measurement. In the actual use process, it is often due to the regular measurement Due to the long time interval, the construction personnel of the high pier formwork platform cannot know the inclination state of the high pier formwork platform in time. In addition, there is no real-time alarm structure. The sag and inclination of the formwork platform can easily cause construction personnel's judgment error and cause high pier construction. errors can lead to serious consequences
In view of this, the existing problems are studied and improved, and a high-pier formwork platform construction sag monitoring and alarm device is provided to solve the existing problems of no automatic monitoring and real-time alarm, aiming to solve the problem through this technology and the purpose of improving practical value

Method used

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  • High pier template platform construction sag monitoring and alarming device
  • High pier template platform construction sag monitoring and alarming device
  • High pier template platform construction sag monitoring and alarming device

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Embodiment Construction

[0035] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in combination with specific embodiments and with reference to the accompanying drawings. It should be noted that, in the case of no conflict, the embodiments of the present invention and the features in the embodiments can be combined with each other.

[0036] It is understood that these descriptions are exemplary only, and are not intended to limit the scope of the invention.

[0037] A construction sag monitoring and alarm device for a high pier formwork platform provided by some embodiments of the present invention is described below in conjunction with the accompanying drawings.

[0038] combine Figure 1-7As shown, a high pier formwork platform construction sag monitoring and alarm device provided by the present invention includes: high pier construction platform 100, monitoring cone frame 200, weight ref...

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Abstract

The invention discloses a high pier formwork platform construction sag monitoring and alarming device which comprises a high pier construction platform, a monitoring cone frame, a heavy hammer reference assembly and a calibration assembly fixed to the ground, the monitoring cone frame is fixedly installed on the bottom face of the high pier construction platform, and the calibration assembly is located vertically below the heavy hammer reference assembly. The counter weight reference assembly is movably sleeved on the inner side of the monitoring cone frame, and the monitoring cone frame comprises a fixed substrate, a conical sleeve frame and a plurality of magnetic induction monitoring assemblies. In the invention, the heavy hammer reference assembly and the calibration assembly are additionally arranged on the bottom surface of the high pier construction platform, so that after the high pier construction platform is subjected to sag inclination, the heavy hammer reference assembly is still kept in the sag opposite direction of the calibration assembly; the magnetic induction effect is generated through the relative movement of the vertical static rod and the moving sleeve rod to sense the slight inclination and deviation of the high pier construction platform and the monitoring cone frame, and therefore an alarm is given in time to prompt constructors.

Description

technical field [0001] The invention relates to the technical field of road and bridge engineering construction, in particular to a construction sag monitoring and alarm device for a high pier formwork platform. Background technique [0002] For the construction of bridges with high piers and cover beams in mountainous and river valley areas, if the ground support cannot be used due to the topography and geological reasons of the bridge location, the pin-rod type, hoop type or corbel type support structure can be used. The pin method needs to reserve a hole through the pier column, which will be filled with concrete in the later stage. The quality of the filled concrete is difficult to guarantee, and the circular section of the pin has poor bending resistance and low bearing capacity. Using the hoop method, the value of the friction coefficient between the hoop and the pier column is difficult to grasp, and the hoop is prone to torsion during construction, resulting in defle...

Claims

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Application Information

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IPC IPC(8): E01D21/00E01D19/02G08B21/18E01D101/24
CPCE01D21/00E01D19/02G08B21/18E01D2101/24
Inventor 郭金龙邰华松孙文志王为张旭华郭景生马云鹏
Owner 中铁九局集团第五工程有限公司
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