Real-time monitoring method for the dynamic process of roadbed rolling and constructing

Abstract

The invention discloses a real-time monitoring method for the dynamic process of roadbed rolling and constructing. The method comprises the following steps. The various road rolling machineries are provided with mobile station equipment with high-precision GPS-RTK system and base station equipment. The base station equipment acquires and transmits the GPS observed data; the mobile stations of the road rolling machineries perform carrier dynamic phase differences to the data received through a 3G networked transmission module from the base station and the acquired GPS observed data and transmit the solved data to a 3D network server. A data converting and filtering subsystem processes, analyzes and stores the data in a database; the display platform of a monitoring center obtains the data in the database through the network and dynamically displays the three-dimensional visualized rolling process information. Therefore, real-time monitoring of the entire construction process can be achieved to ensure that a roadbed is rolled for at least as many times as possible until it is fully compacted. In this way, the phenomena of excessive pressing or lack of pressing can be avoided; human resources are reduced; and the construction time is shortened.

Description

Technical field [0001] The invention belongs to the field of industrial equipment detection, and specifically relates to a method for real-time monitoring of the dynamic process of roadbed rolling construction. Background technique [0002] Subgrade construction is a very complicated process, and it is generally compacted in accordance with the procedures of initial pressure, recompression and final pressure. The initial pressure adopts static compaction, so that the loose material to be pressed is relatively stable, and a certain bearing capacity can be obtained. The recompression can recombine the particles of the compressed material through the vibration and impact of the roller, so that the materials are filled with each other, close to each other and compacted, so as to obtain sufficient density and strength. The degree of compaction of subgrade is an important internal index of subgrade engineering construction quality management. Real-time monitoring of subgrade rolling c...

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Problems solved by technology

The sand filling method uses uniform sand to replace the volume of the test hole. This method has a strong sampling randomness, a large number of weighings, and is greatly affected by human factors.

The density measured by the ring knife method is the average density within the depth range of the soil sample in the ring knife. This method cannot represent the average density of the entire rolling layer, and the use area is narrow

The non-destructive test mainly includes the nuclear instrument method, which uses radioactive elements to measure the density and water content of soil or pavement materials. The disadvantage of this method is that radioactive substances are harmful to the human body. The structure near the wall is destroyed, which affects the accuracy of the measurement

These traditional compaction detection methods have the disadvantage that the anal

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