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Underneath light roadbed structure passing operation bridge and design and construction methods thereof

A lightweight, subgrade technology, applied in the field of geotechnical engineering, can solve problems affecting the normal use of bridges, lateral displacement, and affecting the operating comfort of high-speed trains, etc.

Active Publication Date: 2020-07-10
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Under the additional load of new (structure) buildings, existing buildings (structures) may have uneven settlement, tilt instability, crushing and fracturing and other diseases, and even cause major safety accidents
[0003] At present, in the process of rail transit construction, it is unavoidable to construct subgrade works under the operating bridges. The new construction may have engineering disturbance effects on the operating bridges. If the load of the newly built subgrade structure is too large, it is easy to cause uneven deformation or lateral deformation of the operating bridges. Displacement affects the normal function of the bridge, especially for high-speed railway bridges with millimeter-level deformation control. Deformation exceeding the limit will affect the comfort of high-speed train operation, and may even cause the train to derail

Method used

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  • Underneath light roadbed structure passing operation bridge and design and construction methods thereof
  • Underneath light roadbed structure passing operation bridge and design and construction methods thereof
  • Underneath light roadbed structure passing operation bridge and design and construction methods thereof

Examples

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Embodiment 1

[0054] refer to figure 1 , the present invention underpasses the light subgrade structure of the operating bridge, double rows of long piles 11 are arranged at both ends of the subgrade transversely along the line longitudinally and adjacent to the foundation 61 of the bridge 6; short piles 12 are arranged at the bottom of the subgrade inside the long piles 11; The light body 2 is set on the top of the long pile 11 and the short pile 12; the U-shaped light groove 3 is set on the top of the light body 2; the soil filler 4 is filled in the U-shaped light groove 3; the drainage ditch 5. Set on both sides of the lightweight body 2 .

[0055] In the above scenario:

[0056] refer to figure 1 , 2 , 3, the long pile 11 and the short pile 12 all adopt the composite lightweight pile composed of the pile-forming lightweight body 8 and the composite reinforced cage 7 embedded in it, and the composite reinforced cage 7 is composed of vertical piles arranged at circumferential intervals...

Embodiment 2

[0083] Such as Figure 1-6 As shown, this embodiment specifically demonstrates the design method for the subgrade structure in construction, and the specific design process: a high-speed railway design speed is 300km / h (ballastless track), and the line spacing is 4.8m. In order to meet the design requirements of introducing a large hub, Subgrade engineering (height h=3.5m, width B=14.6m) needs to be built under the operating bridge 6, and the stratum in the section is silty clay. The design intends to adopt the light subgrade structure of the underpassing operation bridge 6 of the present invention. In the design process, the slope ratio m of the light subgrade is taken as 0.2, and the thickness of the soil filler 4 is h n2 Take 0.5m, the cantilever thickness b at both ends of the U-shaped light trough 3 (the thickness of the bottom plate is 1.5m) is 1.0m, and the top surface of the subgrade is laid with 8R9SI type slab ballastless track. Carry out design by design method of ...

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PUM

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Abstract

The invention discloses an underneath light roadbed structure passing an operation bridge and design and construction methods thereof. The structure comprises double rows of long piles, short piles, alight body, a U-shaped light groove and drainage ditches. Double rows of long piles are respectively arranged at two ends of a roadbed; the double-row long piles are longitudinally arranged at intervals along a line and are close to a bridge foundation relative to the short piles. The short piles are arranged at the bottom of the roadbed inside the long piles; the light body is arranged on the pile tops of the long piles and the short piles, the U-shaped light groove is formed in the top of the light body and filled with soil fillers, connecting steel bars are anchored into the upper portionsof the long piles and the upper portions of the short piles, and steel bar layers having net structures are arranged on the tops of the long piles and the tops of the short piles and are fixedly connected with the connecting steel bars. The light soil material is low in density, high in pressure resistance, upright and attractive, the purpose of underneath passing through a bridge to build a roadbed can be achieved, the normal use function of a bridge structure can be guaranteed, safe operation of various vehicles on the bridge is guaranteed, land can be saved for local economic construction,and ecological environment damage can be reduced.

Description

technical field [0001] The invention relates to the technical field of geotechnical engineering, in particular to a lightweight subgrade structure, design and construction method of a bridge passing under operation. Background technique [0002] In recent years, with the rapid development of rail transit, it is inevitable that new (structure) buildings and existing buildings (structure) will cross influence, and the relationship between the two includes close adjacency, overspan, underpass, etc. Under the additional load of new (structure) buildings, the existing buildings (structure) may have uneven settlement, tilt instability, crushing and fracturing and other diseases, and even cause major safety accidents. [0003] At present, in the process of rail transit construction, it is unavoidable to construct subgrade works under the operating bridges. The new construction may have engineering disturbance effects on the operating bridges. If the load of the newly built subgrade...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01B2/00E02D5/34E03F5/04G06F30/13G06F30/20G06F119/14
CPCE01B2/006E02D5/34E03F5/04
Inventor 陈伟志刘勇朱曦周成叶丹
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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