Small box beam bridge

A technology for small box girders and bridges, which is applied in bridges, bridge parts, bridge construction, etc., and can solve problems such as vehicle threats, concrete grout falling, and bridges being overwhelmed

Inactive Publication Date: 2017-06-13
孙英
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For example, when the joints are wet in place, concrete grout or even steel plate related parts may fall under the bridge, posing a threat to passing vehicles and posing a major safety hazard. The strength of the steel plate gradually decreases with the increase of service time. Forces drop, bridges overwhelmed
Due to such potential safety hazards, the construction unit will apply to the relevant road departments to close the roads with safety threats, which will bring huge traffic pressure to adjacent roads; bridges also need frequent maintenance

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0025] The small box girder bridge of this embodiment includes two horizontally connected small box girders, and the flange plates of the two horizontally connected small box girders are provided with grooves with an opening direction upward; the two small box girders are connected A groove is set in the groove, and a prefabricated steel plate used as a cast-in-place wet joint is placed in the groove.

[0026] Wherein, the flange plate is made of 78 kg of carbon steel, 18 kg of tert-butyl methacrylate, 12 kg of cyclopentyl methyl decanoate, (1R,3S)-1,2,2 -Trimethyl-1,3-cyclopentane dicarboxylic acid 7kg, 1-methylcyclopropane methanol 10 kg, alpha-methylene-gamma-butyrolactone 5kg, methyl vinyl ether-maleic anhydride copolymer 4kg, 1.5kg of 5-phenylazacycloheptan-2-one, and 4kg of erythromycin propionate lauryl sulfate are made by pouring, cooling and pressing.

[0027] The small box girder bridge was constructed by the following construction methods:

[0028] The small box girder i...

Embodiment 2

[0031] The construction method of the small box girder bridge in this embodiment is the same as that in embodiment 1, the difference lies in:

[0032] The flange plate is made of 82 kg of carbon steel, 15 kg of tert-butyl methacrylate, 16 kg of cyclopentyl methyl decanoate, and (1R,3S)-1,2,2-trimethyl in the following parts by weight Base-1,3-cyclopentane dicarboxylic acid 6 kg, 1-methylcyclopropane methanol 9 kg, alpha-methylene-gamma-butyrolactone 6 kg, methyl vinyl ether-maleic anhydride copolymer 3 kg, 1kg of 5-phenylazacycloheptan-2-one and 6kg of erythromycin propionate lauryl sulfate are made by pouring, cooling and pressing.

Embodiment 3

[0034] The construction method of the small box girder bridge in this embodiment is the same as that in embodiment 1, the difference lies in:

[0035] The flange plate is made of 86kg carbon steel, 16kg tert-butyl methacrylate, 14kg cyclopentyl methyl decanoate, and (1R,3S)-1,2,2-trimethyl in the following parts by weight Base-1,3-cyclopentane dicarboxylic acid 8 kg, 1-methylcyclopropane methanol 8 kg, alpha-methylene-gamma-butyrolactone 7 kg, methyl vinyl ether-maleic anhydride copolymer 5 kg, 2kg of 5-phenylazacycloheptan-2-one and 5kg of erythromycin propionate lauryl sulfate are made by pouring, cooling and pressing.

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PUM

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Abstract

The invention belongs to the field of buildings, and in particular relates to a small box beam bridge. The bridge comprises two small box beams which are connected transversely; a groove is formed in the connection position of flange plates of the two small box beams; the flange plate is prepared from carbon steel, tert-butyl methacrylate, cyclopentylmethyl decanoate, (1R,3S)-1,2,2-trimethyl-1,3-cyclopentane dicarboxylic acid, 1-methylcyclopropanemethanol, alpha-methylene-gamma-butyrolactone and the like through pouring, cooling and pressing processes. The small box beam bridge is convenient and safe in construction and building and high in construction process continuity, and effectively shortens the closing time of a road; a prefabricated steel plate is placed in the groove, so leakage and falling objects can be prevented, construction safety is guaranteed, and the strength of the bridge can be improved. In addition, the flange plate of the box beam has high strength and tolerance, the box beam is connected more stably, the built bridge has high safety coefficient, and the bridge is suitable for popularizing in the field of bridge application.

Description

Technical field [0001] The invention belongs to the field of construction, and specifically relates to a small box girder bridge. Background technique [0002] At present, with the increasing number of vehicles, roads and railways have begun to develop from the ground to the air, forming more and more pavement bridge projects. However, there are a lot of problems with the pavement bridge structure. For example, the bridge design load is "medium-live load". "If the live load factor is too large, the safety reserve of the bridge will be greatly reduced, and long-term operation will have a greater negative impact on the safety of the bridge; the long-term load of trains and large passenger and freight vehicles will aggravate the fatigue damage of the bridge structure. The fatigue performance of the bridge shortens the service life of the bridge. [0003] Box girder, a kind of girder in bridge engineering, is hollow inside, with flanges on both sides of the upper part, which resemble...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D2/04E01D19/00C22C38/00
CPCC22C38/00E01D2/04E01D19/00
Inventor 孙英
Owner 孙英
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