Hydropower company internship report materials
After graduating from the school to the hydropower company for nearly two months, the two months have allowed him to truly integrate into the society, and finally he can combine the theoretical knowledge and practice he has learned in the university. In this way, we can upgrade and further develop our professional level and reflect our own life value.
During this period of time, through the construction drawings and construction organization design and to the construction site, the Qingcaosha Reservoir and the water pump gate project have a general understanding.
The levee protection structure is to set up a wave-eliminating platform on the outer slope. The platform has a 3% effluent slope to the river side. The sides of the platform are provided with rafts. The middle is the dry block stone reinforced concrete slab fence, the lower gravel cushion and geotechnical A layer of cloth; above the wave-breaking platform is a reinforced concrete fence surface with a slope of 1:3, with a flat block stone, a gravel cushion and a layer of geotextile cloth. Below the wave-reducing platform, the reinforced concrete slab fence with a slope of 1:3.0 is adopted, and the slab stone, the bagged gravel cushion and the composite filter geotextile are provided under the platform; the foot ribs are arranged outside the foot of the Yangtze River. On the basis of the original bagged gravel layer, the large stone bottom is filled and the block stone is surfaced. In order to strengthen the stability of the face, the foot of the foot is set at the foot of the foot.
Protection of the inner side of the levee: primed at the foot of the slope; ▽3.5 or above from the outside to the inside is the filling block stone, the bagged gravel cushion and the layer of geotextile; the range of ▽3.5～▽3.0 is from the outside to the inside. Block stone, gravel cushion and composite filter geotextile layer; ▽3.0 and below from the inside to the outside is a composite filter geotextile layer, bagged gravel, riprap and rational block stone.
The top structure of the dyke is 10.3m wide, the effective width of the road is 7m, the top elevation is ▽7.85m, and the road surface is drained by 2% slope. The pavement structure layer is a gravel cushion, a cement gravel stable layer and an asphalt concrete pavement from bottom to top. The c30 reinforced concrete wave wall is set at the inner side of the embankment, and the top height of the wave wall is ▽9.05m.
The current construction in the foundation pit has foundation pit drainage and phc pipe pile construction. The foundation pit is lowered and drained, and the surface clearing ditch is firstly drained, and then light well point precipitation is used around the foundation pit. The construction of phc pipe piles should pay attention to whether the pipe piles have pitting, cracks, verticality during piling, and whether the welding is qualified.
Although I can't complete these quality inspection tasks alone, I believe that with the help and care of the masters and leaders, I will be able to improve my business in the shortest possible time. In the future, I will study hard on professional knowledge and skills, and play the spirit of water and electricity, not afraid of being tired and dare to fight.
I would like to thank the leaders of the team for giving us the platform for this study and thanking the leaders of the project department for their help and care!
During this period of time, through the construction drawings and construction organization design and to the construction site, the Qingcaosha Reservoir and the water pump gate project have a general understanding.
The levee protection structure is to set up a wave-eliminating platform on the outer slope. The platform has a 3% effluent slope to the river side. The sides of the platform are provided with rafts. The middle is the dry block stone reinforced concrete slab fence, the lower gravel cushion and geotechnical A layer of cloth; above the wave-breaking platform is a reinforced concrete fence surface with a slope of 1:3, with a flat block stone, a gravel cushion and a layer of geotextile cloth. Below the wave-reducing platform, the reinforced concrete slab fence with a slope of 1:3.0 is adopted, and the slab stone, the bagged gravel cushion and the composite filter geotextile are provided under the platform; the foot ribs are arranged outside the foot of the Yangtze River. On the basis of the original bagged gravel layer, the large stone bottom is filled and the block stone is surfaced. In order to strengthen the stability of the face, the foot of the foot is set at the foot of the foot.
Protection of the inner side of the levee: primed at the foot of the slope; ▽3.5 or above from the outside to the inside is the filling block stone, the bagged gravel cushion and the layer of geotextile; the range of ▽3.5～▽3.0 is from the outside to the inside. Block stone, gravel cushion and composite filter geotextile layer; ▽3.0 and below from the inside to the outside is a composite filter geotextile layer, bagged gravel, riprap and rational block stone.
The top structure of the dyke is 10.3m wide, the effective width of the road is 7m, the top elevation is ▽7.85m, and the road surface is drained by 2% slope. The pavement structure layer is a gravel cushion, a cement gravel stable layer and an asphalt concrete pavement from bottom to top. The c30 reinforced concrete wave wall is set at the inner side of the embankment, and the top height of the wave wall is ▽9.05m.
The current construction in the foundation pit has foundation pit drainage and phc pipe pile construction. The foundation pit is lowered and drained, and the surface clearing ditch is firstly drained, and then light well point precipitation is used around the foundation pit. The construction of phc pipe piles should pay attention to whether the pipe piles have pitting, cracks, verticality during piling, and whether the welding is qualified.
Although I can't complete these quality inspection tasks alone, I believe that with the help and care of the masters and leaders, I will be able to improve my business in the shortest possible time. In the future, I will study hard on professional knowledge and skills, and play the spirit of water and electricity, not afraid of being tired and dare to fight.
I would like to thank the leaders of the team for giving us the platform for this study and thanking the leaders of the project department for their help and care!
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