Road and bridge combined type construction method

Abstract

The invention discloses a road and bridge combined type construction method. The road and bridge combined type construction method includes the following steps that materials are prepared, and the performance of the materials is detected; a construction safety monitoring system is established, a camera and a set of laser ranging device are erected at every other given threshold value, and the cameras and the laser ranging devices are connected with monitoring centers; two bridge abutments and a plurality of bridge piers between the two bridge abutments are built; a beam and pillar type support is erected on the bridge abutments and the bridge piers, an upper bridge structure, namely a steel bar of a bridge plate, is formed through binding, and a die of a bridge is installed and fixed on the steel bar; a sliding way is fixed to the beam and pillar type support, the sliding way extends transversely to penetrate through the pouring positions of bridge sections which are adjacent in the transverse direction, and a pouring trolley is put in the sliding way; after an asphalt mixture is mixed, bridge pouring is conducted; after the bridge is solidified and formed, a support falling device is adjusted so that the support can fall, and the bridge die can be detached. According to the road and bridge combined type construction method, the requirement for passing and navigating under the bridge can be met, and the requirements for integrity of a bridge deck, the high construction precision and the fast construction progress can also be met.

Description

technical field [0001] The invention relates to a construction method, in particular to a combined road and bridge construction method. Background technique [0002] At present, bridge construction is the most important thing in the construction of expressways, high-speed railways and urban viaducts. In bridge construction, no matter what type of bridge, there are only two ways to construct the bridge superstructure (bridge slab): one is prefabricated installation construction , and the other is cast-in-place construction. There are two ways to fix the outer formwork for forming the bridge slab in the cast-in-place: one is to use the full hall bracket for support, and the other is to use the hanging basket for suspension. [0003] Prefabricated installation construction is to decompose the bridge slab into units and make them in factories or prefabrication yards, and then transport the units that make up the bridge slab to the location of the bridge and install them on the...

AI Technical Summary

Problems solved by technology

The disadvantages are: the construction of the joints of the unit bodies constituting the bridge deck is troublesome, the connection strength of the joints between the unit bodies constituting the bridge deck is poor, leaving hidden dangers; the construction equipment requires high requirements, and bridges with large spans are not suitable for use; The construction from the beam to the bridge deck is completed, and the construction period is long; the site required for the prefabricated bridge deck unit is large

The disadvantages are: the passage or navigation under the bridge must be closed, which will cause obstacles to local traffic and economic development; the requirements for the terrain conditions under the bridge are relatively high, and the cost of bent-bench base treatment and bent-frame preloading is quite high; the sinking of the bent frame will cause quality problems. ACCIDENT

The disadvantages are: the construction requirements are high, and the safety of the cantilever construction is relatively small; the construction length of each unit is limited, there are many construction units per span, and the amount of work for each unit is not large, but there are many construction procedures for each unit. It takes a long time to put the hanging basket in place, set up the formwork, bind the steel bars, pour concrete, maintain the concrete, demould, apply prestress, seal the anchor, and drop the frame, so the construction period is long and the progress is very slow; It is difficult to control the precision of the construction project, and when the closing error is large, it will affect the force of the bridge; the project cost is high

[0006] To sum up, the existing bridge construction methods cannot meet the requirements of not only maintaining the navigation requirements under the bridge, but also ensuring the integrity of the bridge deck, high construction accuracy and fast construction progress.