Construction method for enhancing structural strength of joint cement concrete pavement

Abstract

The invention discloses a construction method for enhancing the structural strength of a joint cement concrete pavement. The method comprises the steps that an unstable pavement plate which is poor in joint load transmission capacity and large in deflection value is repaired, the mode that a paving layer is directly added on combined type continuous reinforcement concrete is used, a pulling rod is arranged on the horizontal joint corresponding to an existing pavement, and a specially-designed pulling rod is arranged on the longitudinal joint. Pulling rod connecting openings which are specially designed are arranged at the two ends of the paving layer in advance, bituminous concrete is used as a transition section, and convenience is provided for paving layer construction at the nest stage. The pavement repairing technology can be used on a heavy traffic and joint cement concrete pavement distress section, heavy traffic load resisting capacity is achieved, the service life of the pavement is prolonged, and early distress is prevented. Meanwhile, good durability and economy are achieved.

Description

technical field

[0001] The invention relates to a construction method for enhancing the structural strength of a jointed cement concrete pavement, in particular to a method for directly adding a layer of combined continuous reinforced concrete to enhance the structural strength of a jointed cement concrete pavement. Background technique

[0002] With the rapid increase of vehicle axle load and the increase of service life, many joint cement concrete pavements have approached or exceeded the design traffic volume. The jointed concrete pavement that increases year by year has entered the stage of repair and maintenance. A reasonable maintenance repair method must have two important characteristics of durability and economy.

[0003] Traditional joint cement concrete pavement repair methods usually use asphalt overlay, the main reason is that asphalt overlay is economical and can effectively improve driving comfort and safety. This method is often applicable to the early stag...

Examples

Embodiment 1

[0041] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0042] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0043] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0044] k j =(w u / w l )×100

[0045] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

Embodiment 2

[0057] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0058] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0059] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0060] k j =(w u / w l )×100

[0061] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

Embodiment 3

[0073] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0074] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0075] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0076] k j =(w u / w l )×100

[0077] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

technical field

[0001] The invention relates to a construction method for enhancing the structural strength of a jointed cement concrete pavement, in particular to a method for directly adding a layer of combined continuous reinforced concrete to enhance the structural strength of a jointed cement concrete pavement. Background technique

[0002] With the rapid increase of vehicle axle load and the increase of service life, many joint cement concrete pavements have approached or exceeded the design traffic volume. The jointed concrete pavement that increases year by year has entered the stage of repair and maintenance. A reasonable maintenance repair method must have two important characteristics of durability and economy.

[0003] Traditional joint cement concrete pavement repair methods usually use asphalt overlay, the main reason is that asphalt overlay is economical and can effectively improve driving comfort and safety. This method is often applicable to the early stag...

Examples

Embodiment 1

[0041] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0042] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0043] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0044] k j =(w u / w l )×100

[0045] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

Embodiment 2

[0057] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0058] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0059] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0060] k j =(w u / w l )×100

[0061] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

Embodiment 3

[0073] see figure 1 , figure 2 , image 3 , Figure 4 and Figure 5 , the construction method of enhancing the structural strength of joint cement concrete pavement, the construction steps are as follows:

[0074] Step (1), determine the unstable pavement slab in the repaired road section according to the joint load transfer capacity and maximum deflection value:

[0075] The joint load transfer capacity and deflection value are detected and determined by the drop weight deflection meter. The joint load transfer coefficient is less than 40% or the unstable pavement slab with a deflection value greater than 0.89mm when the design load is 100kN needs to be repaired ; The calculation method of load transfer coefficient is as follows:

[0076] k j =(w u / w l )×100

[0077] where k j is the joint load transfer coefficient, (%); w u is the deflection value at the edge of the unloaded plate joint, (0.01mm); w l is the deflection value at the edge of the joint of the load...

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