Combined trolley of paver and tunnel inverted arch trestle

Abstract

A paver and tunnel inverted arch trestle combined trolley is characterized in that a paver device is arranged below the rear portion of a trestle trolley, a pair of trolley tracks is longitudinally arranged between rear bridges of the trestle trolley, a track rotating seat is arranged at one end of each trolley track, a track leveling seat is arranged at the other end of each trolley track, and a pair of laser instruments are oppositely arranged at the two ends of each trolley track; a main frame body is arranged below the pair of suspended trolleys, and the main frame body is a frame-shaped frame body; a roller frame and a pair of lifting cross beams are arranged at the lower part of the paver device; two groups of lifting oil cylinders are symmetrically arranged between the two ends of the main frame body and the pair of lifting cross beams; a plane roller, a slicking rod and a material distribution stirring cage are transversely arranged at the rear end in the roller frame; the combined trolley is an integrated combined trolley of a paver and a tunnel inverted arch trestle, effectively avoids the phenomena of bubbles and cold joints in construction, and realizes ceaseless connection of cement filling; a large amount of manpower is reduced, the construction period is shortened, construction is observed through the gap of the trestle surface, visual construction can be achieved, and the construction efficiency is high.

Description

Technical Field

[0001] The utility model relates to a road paver and a tunnel inverted arch trestle trolley, in particular to a combined trolley of a road paver and a tunnel inverted arch trestle. Background Art

[0002] At present, the ground in the tunnel is a concrete pavement, and there is no professional concrete pavement construction equipment for tunnels. In the existing concrete pavement paving process in the tunnel, the traditional concrete pavement paving consumes a lot of manpower for manual paving, invests a lot of energy, takes too long, and is inefficient. The concrete is spread and leveled manually, scraped manually by a scraper, and the pavement is compacted and formed by manually controlled vibration equipment. The construction progress is slow. Once a step or depression appears in the middle of the pavement, bubbles and cold seams are prone to occur after the manually spread concrete solidifies. Due to the large span of the concrete pavement, the scraper cannot reach it for repair, and the construction quality of the concrete pavement is difficult to guarantee, resulting in uneven concrete pavement after construction. Generally, after construction, the repair method is used to complete the construction after waiting for the concrete to solidify. The phenomenon of errors in the overall horizontal surface of the construction is relatively common, which affects the later construction. In view of the above reasons, a combined trolley of a paver and a tunnel invert trestle is proposed. Utility Model Content

[0003] The purpose of the utility model is to overcome the traditional concrete pavement laying on the ground in the tunnel, which consumes a lot of manpower for manual paving, invests a lot of energy, takes too long, is inefficient, and has a slow construction progress. Once a step or depression appears in the middle of the pavement, bubbles and cold seams are likely to appear after the artificially paved concrete solidifies; the construction quality of the concrete pavement is difficult to guarantee; through reasonable design, a combined trolley of a paver and a tunnel invert trestle is provided; the utility model is an integrated combined trolley of a paver and a tunnel invert trestle. When the invert construction is completed, the combined trolley enters the construction surface of the concrete pavement; during the construction process, the paver device can move forward and backward through the trolley track After the operation; a pair of trolley tracks are used for leveling and positioning of the paving machine device through laser positioning, and the predetermined plane position of the paving machine device can be adjusted by lifting the lifting cylinder, which can ensure that the paving machine device can operate and construct according to the predetermined plane position; during construction, the hanging trolley is used for traction and movement, the material mixing cage is rotated to evenly distribute the concrete, the leveling ruler scrapes out and tidies the plane, and the vibrator of the plane roller can compact it into a flat concrete road surface, which effectively avoids the phenomenon of bubbles and cold seams in construction, has a high speed, and realizes uninterrupted connection of cement filling; the utility model reduces a lot of manpower, shortens the construction period, observes the construction through the gaps in the trestle surface, can visualize the construction, and has high construction efficiency.

[0004] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a combined trolley of a road paver and a tunnel invert trestle, which is composed of: a trestle trolley, a road paver device, a trolley track, a track rotating seat, a track leveling seat, a suspension trolley, a trolley driving mechanism, a suspension wheel frame, a suspension wheel, a driving wheel, an approach bridge, a main frame, a roller frame, a roller motor, a lifting beam, a lifting cylinder, a plane roller, a leveling rod, and a material mixing cage; a pair of approach bridges are arranged at both ends of the trestle trolley, a road paver device is arranged below the rear of the trestle trolley, a pair of trolley tracks are longitudinally arranged between the rear bridges of the trestle trolley, the pair of trolley tracks are both arranged as I-shaped steel rails, a pair of trolley tracks are arranged at one end of a pair of trolley tracks, a pair of trolley tracks are arranged at the other end of a pair of trolley tracks, and a pair of laser instruments are arranged at both ends of a pair of trolley tracks; a pair of suspension trolleys are arranged between the two sides of the road paver device and the trolley track; a pair of suspension trolleys are arranged as a walking mechanism of the road paver device;

[0005] A pair of suspension trolleys are provided with an inverted U-shaped groove, a pair of suspension wheel frames are provided on both sides of the inverted U-shaped groove, a group of suspension wheels are provided in the middle and upper parts of the pair of suspension wheel frames, a trolley track is provided between the group of suspension wheels, a trolley driving mechanism is provided at one end of the pair of suspension trolleys, and a driving wheel is provided between the bottom of the trolley track and the power output end of the trolley driving mechanism; a main frame is provided under the pair of suspension trolleys, and the main frame is provided as a frame-type frame;

[0006] A roller frame is arranged at the lower part of the paving machine device, a pair of lifting beams are arranged on both sides of the middle part of the roller frame, and two groups of lifting cylinders are symmetrically arranged between the two ends of the main frame and the pair of lifting beams; a plane roller is transversely arranged at the rear end of the roller frame, a scraping rod is transversely arranged in the middle part of the roller frame, and a material distribution cage is transversely arranged at the front end of the roller frame. The material distribution cage, the scraping rod and the plane roller are arranged transversely from front to back, and the material distribution cage, the scraping rod and the plane roller are arranged as a group of concrete pavement laying mechanism; two roller motors are respectively arranged at both ends of the roller frame, and transmission mechanisms are respectively arranged between the two roller motors and the plane roller and the material distribution cage.

[0007] Beneficial effects: The utility model is an integrated combined trolley of a road paver and a tunnel invert trestle. When the invert construction is completed, the combined trolley enters the construction surface of the concrete pavement. During the construction process, the road paver device can run forward and backward through the trolley track. A pair of trolley tracks are used to level and position the road paver device through laser positioning, and the predetermined plane position of the road paver device can be adjusted by lifting and lowering the lifting cylinder, so as to ensure that the road paver device can run and construct according to the predetermined plane position. During construction, the hanging trolley is used for traction and movement, the material mixing cage is rotated to evenly distribute the concrete, the leveling ruler is used to scrape out and tidy up the plane, and the vibrator of the plane roller can be used to compact it into a flat concrete pavement, which effectively avoids the phenomenon of bubbles and cold seams in the construction, has a fast speed, and realizes uninterrupted connection of cement filling. The utility model reduces a lot of manpower, shortens the construction period, and can visualize the construction by observing the gaps in the trestle surface, so the construction efficiency is high. BRIEF DESCRIPTION OF THE DRAWINGS

[0008] The utility model is further described below in conjunction with the accompanying drawings:

[0009] Figure 1 It is a schematic diagram of the general assembly structure;

[0010] Figure 2 yes Figure 1 Schematic diagram of the local structure;

[0011] Figure 3 yes Figure 1 Schematic diagram of the partial suspension trolley structure;

[0012] Figure 4 yes Figure 3 Schematic diagram of the end structure;

[0013] Figure 5 yes Figure 4 Schematic diagram of the local structure;

[0014] Figure 6 yes Figure 3 Schematic diagram of the three-dimensional structure;

[0015] Figure 1 , 2 , 3, 4, 5, 6: trestle trolley 1, paving machine device 2, trolley track 3, track rotating seat 3-1, track leveling seat 3-2, suspension trolley 4, trolley driving mechanism 4-1, suspension wheel frame 4-2, suspension wheel 4-3, driving wheel 4-4, approach bridge 5, main frame 6, roller frame 7, roller motor 7-1, lifting beam 7-2, lifting cylinder 8, flat roller 9, scraping rod 10, material mixing cage 11. DETAILED DESCRIPTION

[0016] The present invention is further described in detail below with reference to the accompanying drawings and specific embodiments:

[0017] A pair of approach bridges 5 are arranged at both ends of the trestle trolley 1, a road paver device 2 is arranged below the rear of the trestle trolley 1, a pair of trolley tracks 3 are arranged longitudinally between the rear bridges of the trestle trolley 1, the pair of trolley tracks 3 are both arranged as I-shaped steel rails, a track rotating seat 3-1 is arranged at one end of the pair of trolley tracks 3, a track leveling seat 3-2 is arranged at the other end of the pair of trolley tracks 3, and a pair of laser instruments are arranged at both ends of the pair of trolley tracks 3; a pair of suspension trolleys 4 are arranged between the two sides of the road paver device 2 and the trolley tracks 3; the pair of suspension trolleys 4 are arranged as the walking mechanism of the road paver device 2;

[0018] A pair of suspension trolleys 4 are provided with an inverted U-shaped groove, and a pair of suspension wheel frames 4-2 are provided on both sides of the inverted U-shaped groove. A group of suspension wheels 4-3 are provided in the upper and middle parts of the pair of suspension wheel frames 4-2, and a trolley track 3 is provided between the group of suspension wheels 4-3. A trolley driving mechanism 4-1 is provided at one end of the pair of suspension trolleys 4, and a driving wheel 4-4 is provided between the bottom of the trolley track 3 and the power output end of the trolley driving mechanism 4-1; a main frame 6 is provided under the pair of suspension trolleys 4, and the main frame 6 is provided as a frame-type frame;

[0019] A roller frame 7 is arranged at the lower part of the paving machine device 2, a pair of lifting beams 7-2 are arranged on both sides of the middle part of the roller frame 7, and two groups of lifting cylinders 8 are symmetrically arranged between the two ends of the main frame 6 and the pair of lifting beams 7-2; a plane roller 9 is transversely arranged at the rear end of the roller frame 7, a scraping rod 10 is transversely arranged in the middle part of the roller frame 7, and a material distribution and stirring cage 11 is transversely arranged at the front end of the roller frame 7. The material distribution and stirring cage 11, the scraping rod 10, and the plane roller 9 are arranged transversely from front to back, and the material distribution and stirring cage 11, the scraping rod 10, and the plane roller 9 are arranged as a group of concrete pavement laying mechanism; two roller motors 7-1 are respectively arranged at both ends of the roller frame 7, and transmission mechanisms are respectively arranged between the two roller motors 7-1 and the plane roller 9 and the material distribution and stirring cage 11.

Claims

1. A combined trolley of a road paver and a tunnel invert trestle, comprising: a trestle trolley (1), a road paver device (2), a trolley track (3), a track rotating seat (3-1), a track leveling seat (3-2), a suspension trolley (4), a trolley driving mechanism (4-1), a suspension wheel frame (4-2), a suspension wheel (4-3), a driving wheel (4-4), an approach bridge (5), a main frame (6), a roller frame (7), a roller motor (7-1), a lifting beam (7-2), a lifting cylinder (8), a flat roller (9), a scraping rod (10), and a material distribution stirring cage (11); characterized in that: A pair of approach bridges (5) are arranged at both ends of the trestle trolley (1); a road paver device (2) is arranged below the rear of the trestle trolley (1); a pair of trolley tracks (3) are arranged longitudinally between the rear bridges of the trestle trolley (1); the pair of trolley tracks (3) are both arranged as I-shaped steel rails; a track rotating seat (3-1) is arranged at one end of the pair of trolley tracks (3); a track leveling seat (3-2) is arranged at the other end of the pair of trolley tracks (3); and a pair of laser instruments are arranged at both ends of the pair of trolley tracks (3); a pair of suspension trolleys (4) are arranged between the two sides of the road paver device (2) and the trolley tracks (3); and the pair of suspension trolleys (4) are arranged as a walking mechanism of the road paver device (2).

2. A combined trolley of a road paver and a tunnel invert trestle according to claim 1, characterized in that: A pair of suspension trolleys (4) are provided with an inverted U-shaped groove, a pair of suspension wheel frames (4-2) are provided on both sides of the inverted U-shaped groove, a group of suspension wheels (4-3) are provided in the middle and upper parts of the pair of suspension wheel frames (4-2), a trolley track (3) is provided between the group of suspension wheels (4-3), a trolley driving mechanism (4-1) is provided at one end of the pair of suspension trolleys (4), and a driving wheel (4-4) is provided between the bottom of the trolley track (3) and the power output end of the trolley driving mechanism (4-1); a main frame (6) is provided under the pair of suspension trolleys (4), and the main frame (6) is provided as a frame-type frame.

3. The combined trolley of a road paver and a tunnel invert trestle according to claim 1 is characterized in that: A roller frame (7) is arranged at the lower part of the road paver device (2), a pair of lifting beams (7-2) are arranged at both sides of the middle part of the roller frame (7), and two groups of lifting cylinders (8) are symmetrically arranged between the two ends of the main frame (6) and the pair of lifting beams (7-2); a plane roller (9) is arranged transversely at the rear end of the roller frame (7), a scraping rod (10) is arranged transversely in the middle part of the roller frame (7), and a material distribution and stirring cage (11) is arranged transversely at the front end of the roller frame (7); the material distribution and stirring cage (11), the scraping rod (10), and the plane roller (9) are arranged transversely from front to back, and the material distribution and stirring cage (11), the scraping rod (10), and the plane roller (9) are arranged as a group of concrete pavement laying mechanisms; two roller motors (7-1) are arranged at the two ends of the roller frame (7), respectively, and transmission mechanisms are arranged between the two roller motors (7-1) and the plane roller (9) and the material distribution and stirring cage (11).

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