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A light-duty truss bridge integrated layer full-width construction device and its construction method

A technology of integrated layer and construction device, applied in the direction of erecting/assembling bridges, bridges, bridge parts, etc., can solve the problems of poor control of the pulling, poor pulling line and depth, poor flatness control, etc., to achieve flatness And the effect of more cleanliness, better flatness and cleanliness, and less chance of cracks

Active Publication Date: 2017-06-20
GUANGDONG GUANYUE HIGHWAY & BRIDGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the three-roller shaft used in the ordinary construction of bridge deck pavement is relatively heavy. It is easily deformed and deflected by manual dragging. The flatness is generally not well controlled, labor-intensive and time-consuming. The construction of the integrated layer of the bridge deck is usually divided into two sections on the left and right. There are several disadvantages in such a construction device:
[0003] 1. Due to the use of framed construction, the control of flatness is poor;
[0004] 2. Poor control over cleanliness: Due to the use of framed construction, personnel, vehicles, mechanical equipment, etc. can easily cause pollution on the bridge deck, and the pollution caused by the leakage of grout in the framed pouring side formwork is usually difficult to clean up these secondary pollutions , and it takes time and labor to clean up
[0005] 3. The control of cracks is poor: the thickness of the integral layer is thin, and cracks are easy to appear due to improper construction control. Specifically, the framed construction joints sometimes form cracks due to reasons such as the difference in age of concrete on both sides, and, framed It is difficult to timely construct the cutting seam at the top of the pier, which may easily cause cracks at the top of the pier
[0006] 4. The control of napping is poor: due to the use of framing construction, workers generally stand on both sides for napping, and the control of the line shape and depth of napping is poor, and it is difficult to do it properly

Method used

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  • A light-duty truss bridge integrated layer full-width construction device and its construction method
  • A light-duty truss bridge integrated layer full-width construction device and its construction method
  • A light-duty truss bridge integrated layer full-width construction device and its construction method

Examples

Experimental program
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Effect test

Embodiment 1

[0044] Such as figure 1As shown, the full-width construction device for the integrated layer of the light truss bridge in this embodiment includes a vibrating beam for forming the integrated layer 2 by vibrating on the base layer of the bridge deck. There is a walking wheel 3 between them, and the bottom of the vibrating beam is provided with a vibrating pulp lifting roller shaft 4, the length of the vibrating pulp lifting roller shaft 4 is equal to or less than the width of the integrated layer 2, specifically, in this embodiment, the bridge deck Both sides of the base layer are connected with a guide rail 5 through the steel support frame. The guide rail 5 extends along the length direction of the bridge deck base layer. There are walking devices at the left and right ends, and a guide rail 5 and a walking wheel 3 are arranged on both sides of the bridge deck base 1 to form a linear walking guide mechanism along the length direction of the bridge deck base 1, so that the vib...

Embodiment 2

[0046] Such as figure 2 As shown, different from Embodiment 1, the vibrating pulp extraction roller 4 in this embodiment includes a first roller 4a and a second roller 4b, and in the length direction of the bridge deck base 1, the first roller 4a and the second roller The two roller shafts 4b are arranged staggered front and back, the total length of the first roller shaft 4a and the second roller shaft 4b after the interleaving is less than the width of the integrated layer 2, and the width difference is 50cm-100cm, and the width difference between the left and right sides is also determined by The construction workers carry out manual construction along with the vibration beam travel, and through such two rollers one after the other form a vibrating slurry lifting roller 4 covering the entire width of the bridge deck base 1, which is beneficial to the formation of the bridge deck base 1. Overall layer 2 flatness and cleanliness.

[0047] Additionally, if Figure 4 As show...

Embodiment 3

[0052] see Figure 5 As shown, the difference from Embodiment 2 is that lighting devices are arranged at intervals on the vibrating beam to facilitate construction at night.

[0053] The integrated layer 2 is C40 concrete with a thickness of 10cm, its width is 15m to 17m, and its length is divided into three sections with a total length of 290m to 300m. During the progress, the width of the integrated layer 2 is fully constructed, and the length of the integrated layer 2 is constructed one by one. The specific construction steps are as follows:

[0054] Step 1: Chiseling away scum and cleaning the base of the bridge deck: Manually chisel away the places where there are cement laitance and oil stains locally to ensure that there is no concrete laitance, floating dust and other sundries on the top surface. Rinse the top surface of the T-beam with an air compressor or a high-pressure water gun after finishing.

[0055] Step 2: Carry out measurement and lofting on the base of th...

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Abstract

The invention relates to an integrated layer whole-width construction device for a light truss type bridge and a construction method of the construction device. The integrated layer whole-width construction device comprises a vibration beam for vibrating on a bridge deck base layer to form an integrated layer, wherein a moving wheel is arranged between the vibration beam and the bridge deck base layer; a vibration grout extracting roll shaft is arranged at the bottom of the vibration beam; and the length of the vibration grout extracting roll shaft is equal to or smaller than the width of the integrated layer. According to the integrated layer whole-width construction device disclosed by the invention, with the adoption of the structure, the situation in the prior art that the bottom roll shaft can cover the structure of a part of the integrated layer on the bridge deck base layer only is avoided, and as the length of the roll shaft is larger than or equal to the width of the integrated layer on the bridge deck base layer, the vibration beam carries out single stroke only in the length direction of the bridge deck base layer so as to realize whole-width construction, and the integrated layer whole-width construction device has the beneficial effect of high construction efficiency and ensures better smoothness and tidiness of the integrated layer formed on the bridge deck base layer.

Description

technical field [0001] The invention relates to the field of bridge deck construction devices, in particular to a light-duty truss bridge integrated layer full-width construction device and a construction method thereof. Background technique [0002] The concrete pavement of the integrated layer of the bridge deck adopts the method of vertically dividing into sections, dividing the left and right sides with the center of the bridge as the boundary in the horizontal direction of the bridge, and the method of single-width integral pouring. Transported to the vicinity of the pavement, the concrete pump truck will distribute the material evenly, and the vibrating rod combined with the light vibrating beam will vibrate the construction method. Among them, the three degrees of bridge deck pavement (thickness, strength, flatness) and cracks are the bridge deck pavement construction methods. The control key, especially the control of flatness, will directly affect the construction q...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/12E01D21/00
CPCE01D19/125E01D21/00
Inventor 周江平关天仕王欢陈小丽谢曼嘉刘海清刘柳岸陈小珠陈凯斌
Owner GUANGDONG GUANYUE HIGHWAY & BRIDGE
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