优秀毕业文翻译范文
bolt supporting of largespan soft rockway in shaqu colliery
abstract the instability of trapezoidal isteel support is analysed for the compound roof of main coal seam in shaqu colliery and the mechanism of bolt supporting is studied a scheme of bolt supporting has been given and put into practiceremarkable technical and economic benefits have been got
key words largespancompound roof bolt supporting mechanism
1introduction
in shaqu colliery a large coal mine mining rare coking coal in china most roadways are laid out in main coal seam the soft compound roof of coal seam is composed of mudstone and coal seam which contains aboundant beddings and joints the strength of the roof is so low that its uniaxialsaturated compressive strength is only 107 mparqd value of coal seam and is zero and that of mudstone is lower than 10 there is clay minerals in mudstone main compositions are interbedded strata of illite and montmorillonite which will swell when soaked by water the span of preperation roadways and gateways is wider than 4m and that of some main roadways is over 5m in shaqu colliery preperation roadways and gateways were supported by trapezoidal isteel support the beams of which were bent and damaged and the roadways were destroyed seriously within a short period just after excavated roof controlling of largespan soft rockways in the coal seam became the key to the production and construction of shaqu colliery
2supporting status and instability analysis of trapezoidal isteel supports
trapezoidal isteel supports were used in drawing roadwayswhich roof span is 40m floor span is 49m and hight 295m and spacing 05m initial resistance of the supports was almost zero because it was difficult to the support beams contact the roof even if with high quality of installation the trapezoidal isteel supports would not carry load until the displacement of surrounding rock excceded 80100 mm because the supports increased very slowly therefore right after excavation the roof would bend and subside severly eight hours after excavation the roof strata would break completely and then form rock cavity the weight of caving rock would act on the beams of supports which forms loose rock pressure
by calculating the ultimate loadbearing capacity is smaller than roof pressure whether it is uniformal or concentrated based on the insitu observation inflection value of most roof reached 200300mm when paired supports were used paired beams were still bent and damaged then midprops were added they were also destroyed many roof beams were stabilized only if 23 props had been added the supports were damaged completely and most of them could not be reused the part section of roadways had become inverted trapezoid and the available section was far smaller than the designed section part of roadways was out of use because it was in the danger of serious caving
3mechanism of bolt supporting
its mechanism is to make full use of the selfloadbearing capacity of surrounding rock by bolting and then make the surrounding rock stabilize by itself the stability of surrounding rock depends on the equilibrium status of ground pressure selfloadbearing capacity of surrounding rock and anchoring force of bolts ground pressure is to make surrounding rock deform and break selfloadbearing capacity is the main factor to stablize surrounding rock anchoring force of bolts can not change the equilibrium status of the three because it is very small compared with ground pressure and selfloadbearing capacity and its function is to change the decreasing regularity of selfloadbearing capacity versus the deformation of surrounding rock and balance selfloadbearing capacity against ground pressure early
roof pressure is the pressure acting on the roof beams when isteel supports are used to control the roof when roof is supported by bolts the roof pressure change to be the pressure acting on the rock within the bolting range because this part of rock is change into selfbearing body according to the characteristics of the roof of coal seams bolts strata can be divided into six substrata
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bolt supporting of largespan soft rockway in shaqu colliery
abstract the instability of trapezoidal isteel support is analysed for the compound roof of main coal seam in shaqu colliery and the mechanism of bolt supporting is studied a scheme of bolt supporting has been given and put into practiceremarkable technical and economic benefits have been got
key words largespancompound roof bolt supporting mechanism
1introduction
in shaqu colliery a large coal mine mining rare coking coal in china most roadways are laid out in main coal seam the soft compound roof of coal seam is composed of mudstone and coal seam which contains aboundant beddings and joints the strength of the roof is so low that its uniaxialsaturated compressive strength is only 107 mparqd value of coal seam and is zero and that of mudstone is lower than 10 there is clay minerals in mudstone main compositions are interbedded strata of illite and montmorillonite which will swell when soaked by water the span of preperation roadways and gateways is wider than 4m and that of some main roadways is over 5m in shaqu colliery preperation roadways and gateways were supported by trapezoidal isteel support the beams of which were bent and damaged and the roadways were destroyed seriously within a short period just after excavated roof controlling of largespan soft rockways in the coal seam became the key to the production and construction of shaqu colliery
2supporting status and instability analysis of trapezoidal isteel supports
trapezoidal isteel supports were used in drawing roadwayswhich roof span is 40m floor span is 49m and hight 295m and spacing 05m initial resistance of the supports was almost zero because it was difficult to the support beams contact the roof even if with high quality of installation the trapezoidal isteel supports would not carry load until the displacement of surrounding rock excceded 80100 mm because the supports increased very slowly therefore right after excavation the roof would bend and subside severly eight hours after excavation the roof strata would break completely and then form rock cavity the weight of caving rock would act on the beams of supports which forms loose rock pressure
by calculating the ultimate loadbearing capacity is smaller than roof pressure whether it is uniformal or concentrated based on the insitu observation inflection value of most roof reached 200300mm when paired supports were used paired beams were still bent and damaged then midprops were added they were also destroyed many roof beams were stabilized only if 23 props had been added the supports were damaged completely and most of them could not be reused the part section of roadways had become inverted trapezoid and the available section was far smaller than the designed section part of roadways was out of use because it was in the danger of serious caving
3mechanism of bolt supporting
its mechanism is to make full use of the selfloadbearing capacity of surrounding rock by bolting and then make the surrounding rock stabilize by itself the stability of surrounding rock depends on the equilibrium status of ground pressure selfloadbearing capacity of surrounding rock and anchoring force of bolts ground pressure is to make surrounding rock deform and break selfloadbearing capacity is the main factor to stablize surrounding rock anchoring force of bolts can not change the equilibrium status of the three because it is very small compared with ground pressure and selfloadbearing capacity and its function is to change the decreasing regularity of selfloadbearing capacity versus the deformation of surrounding rock and balance selfloadbearing capacity against ground pressure early
roof pressure is the pressure acting on the roof beams when isteel supports are used to control the roof when roof is supported by bolts the roof pressure change to be the pressure acting on the rock within the bolting range because this part of rock is change into selfbearing body according to the characteristics of the roof of coal seams bolts strata can be divided into six substrata
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