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Construction method for straddle type monorail prefabricated steel-HPC (High Performance Concrete) combined track beam

A straddle-type monorail and construction method technology, applied in the field of rail transit, can solve the problems of affecting the durability and integrity of the structure, easy cracking of concrete, complicated stress on the connecting surface, etc., to achieve convenient operation and reduce shrinkage cracks. Risks and the effect of shortening the construction period

Inactive Publication Date: 2018-07-27
CHINA CONSTR FIFTH ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to overcome the structure of the existing straddle-type monorail steel-concrete composite track girder in the prior art, there is a shrinkage problem in the process of concrete setting and hardening and under the action of ambient temperature, because the pouring concrete is in a wrapped and restrained state , unable to shrink freely, the excessive stress generated by the shrinkage effect will lead to concrete cracking, affecting the durability and integrity of the structure. The connection surface with steel produces additional stress, which makes the relatively weak connection surface more complicated, and makes the concrete prone to cracks and even voids. To provide a straddle-type monorail prefabricated steel-HPC composite track beam construction method

Method used

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  • Construction method for straddle type monorail prefabricated steel-HPC (High Performance Concrete) combined track beam
  • Construction method for straddle type monorail prefabricated steel-HPC (High Performance Concrete) combined track beam
  • Construction method for straddle type monorail prefabricated steel-HPC (High Performance Concrete) combined track beam

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Embodiment 1

[0061] Such as Figure 1-8 , Shown in 11 and 12, the construction method of a kind of straddle type monorail prefabricated assembly type steel-HPC composite track girder of the present invention, comprises the following steps:

[0062] A. If figure 1 As shown, the steel box 1 and the prefabricated HPC board 2 are manufactured at the beam manufacturing site;

[0063] B. If figure 2 As shown, each wet joint 3 section on the top of the steel box 1 is provided with a connecting part 4;

[0064] C. If image 3 As shown, the prefabricated HPC panels 2 are hoisted and positioned on the steel box 1, and between two adjacent prefabricated HPC panels 2 is the corresponding section of the wet joint 3, wherein each of the prefabricated HPC panels 2. There are several extended longitudinal main ribs 21 at the end face;

[0065] D. Correspondingly setting the extended longitudinal main ribs 21 between two adjacent prefabricated HPC panels 2;

[0066] E. If Figure 4 As shown, all th...

Embodiment 2

[0078] Such as Figure 9-12 As shown, the construction method of a straddle-type monorail prefabricated steel-HPC composite track beam of the present invention comprises the following steps:

[0079] a. Make steel box 1 and prefabricated HPC board 2 at the beam making place, and several vertical through holes 22 are set on the prefabricated HPC board 2;

[0080] b. The top of the steel box 1 corresponding to each of the through holes 22 is provided with a connecting part 4;

[0081]c. Lift the prefabricated HPC board 2 and position it on the steel box 1, so that each connecting part 4 fits the corresponding through hole 22, and the corresponding said through hole 22 is between two adjacent prefabricated HPC boards 2. Wet joint 3 sections, wherein each of the prefabricated HPC panels 2 end faces is provided with several extended longitudinal main ribs 21;

[0082] d. The extended longitudinal main ribs 21 on the end faces of two adjacent prefabricated HPC panels 2 are arrange...

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Abstract

The invention discloses a construction method for a straddle type monorail prefabricated steel-HPC (High Performance Concrete) combined track beam. The construction method comprises the following steps: A, making a steel box and prefabricated HPC plates in a beam making site; B, setting connecting components in each wet joint section at the top of the steel box; C, arranging and locating the prefabricated HPC plates on the steel box, wherein a corresponding wet joint section exists between two adjacent prefabricated HPC plates; D, casting all the wet joints, and connecting all the prefabricated HPC plates to the steel box to form a beam body; E, transporting the beam body to an installation site and mounting the beam body on pier columns. According to the construction method, the steel boxplates and the prefabricated HPC plates can be rapidly prefabricated by adopting factory standards, risk of producing lots of shrinkage cracks during casting is greatly reduced, additional stress generated by asynchronous shrinkage between the upper concrete and the lower steel box is eliminated, the web of the steel box does not extend to the beam top, effects of coating and constraining the upper prefabricated HPC plates are avoided, and free shrinkage is ensured. According to the method, the construction process is simplified, the construction period is shortened, and the influences of field wet operations on the environment are reduced.

Description

technical field [0001] The invention relates to the field of rail transportation, in particular to a construction method for a straddle type monorail prefabricated steel-HPC (High Performance Concrete, high performance concrete) composite track beam. Background technique [0002] The straddle-type monorail traffic is different from the traditional rail traffic. It shuttles through the city in the form of viaduct spans. It is a relatively new rail traffic system. The wheel and the stabilizing wheel respectively act on the upper and lower parts of the two sides of the track beam. Straddle-type monorail transit has strong adaptability in urban rail transit construction due to its high utilization rate of urban space, small impact on the environment along the line, relatively low construction cost, and ability to adapt to steep slopes and sharp bends. It is a resource-saving and environmentally friendly The system of rail transit will surely become an important direction for th...

Claims

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Application Information

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IPC IPC(8): E01B25/10
CPCE01B25/10
Inventor 周帅方聪李水生谭立新凡林
Owner CHINA CONSTR FIFTH ENG DIV CORP LTD
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