High-modulus asphalt pavement construction method based on heavy traffic
A technology of asphalt pavement and construction method, applied in the field of pavement construction, can solve the problems of inaccurate results, human damage, discomfort of construction personnel, etc., and achieve the effects of accurate measurement results, reduced workload, and improved comfort
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Embodiment 1
[0036] Embodiment 1, this embodiment provides a high modulus asphalt pavement construction method based on heavy-duty traffic, including the following steps:
[0037] Step 1: According to the technical requirements of the design, dry mix the corresponding amount and proportion of coarse aggregate, fine aggregate, filler and high modulus agent, keep the dry mixing temperature at 175°-185° and the dry mixing time for 10-15s ;
[0038] Step 2: Add liquid asphalt to the dry-mixed aggregate and stir for 45-53s within the range of 165°-175°;
[0039] The third step: paving at a temperature of 155°-160° by a paver;
[0040] Step 4: Follow the road roller for rolling after the paver and ensure that the temperature inside the asphalt mixture during rolling is not lower than 150°;
[0041] Note: When the road roller is rolling the asphalt mixture, it should maintain a uniform speed for rolling
Embodiment 2
[0042] Embodiment 2, on the basis of Embodiment 1, the rolling temperature of the asphalt mixture in the fourth step of the above-mentioned embodiment is measured by an insertion thermometer with a metal detection needle;
[0043] Note: When the metal probe is inserted into the measurement, mechanical equipment should be used instead of manual measurement to avoid the high temperature of the asphalt mixture and its volatilized pungent gas from causing damage to the construction personnel's body;
[0044] Moreover, during the rolling process of the asphalt mixture by the road roller, the temperature of the asphalt mixture should be periodically measured at a certain frequency, so that the construction personnel can grasp the internal temperature of the asphalt mixture in real time during the rolling process, so as to facilitate The construction conditions shall be adjusted accordingly (considering the insulation treatment of the asphalt mixture during transportation and the cont...
Embodiment 3
[0045] Embodiment 3, this embodiment provides an implementation of measuring the internal temperature of asphalt mixture, specifically as follows:
[0046] as attached figure 1 As shown, the rolling roller 1 is included and the rolling roller 1 is driven by the road roller (the overall view of the road roller is not shown here, it is the prior art), the improvement of this embodiment is that, as attached figure 2 As shown in , we have a detachable semicircular plate 2 on the lateral side of the rolling roller 1 (the semicircular plate 2 is fixed and installed coaxially with the rolling roller 1) and the semicircular plate 2 is slid along its radial direction. Elastically connected measuring frame 3, on the semicircular plate 2, an active plate 5 is installed along its radial direction, and an active spring 6 is connected between the active plate 5 and the semicircular plate 2, as attached image 3 As shown, the active plate 5 drives the driven plate 7 which is slidably insta...
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