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50results about How to "Reduce film stress" patented technology

TOPCon solar cell and manufacturing method thereof

The invention provides a TOPCon solar cell and a manufacturing method thereof. The manufacturing method comprises the following steps: (a) providing an N-type silicon wafer for a TOPCon solar cell; (b) texturing the silicon wafer and diffusing on the first surface of the silicon wafer to form a PN junction; (c) sequentially forming a silicon oxide layer, a microcrystalline silicon seed crystal layer, a doped amorphous silicon layer or a doped microcrystalline silicon layer on a second surface, opposite to the first surface, of the silicon wafer; (d) carrying out crystallization annealing treatment on the silicon wafer to crystallize microcrystalline silicon and / or amorphous silicon into polycrystalline silicon; (e) respectively forming a first anti-reflection passivation film and a secondanti-reflection passivation film on the first surface and the second surface of the silicon wafer; and (f) respectively forming a first electrode and a second electrode on the first surface and the second surface of the silicon wafer. According to the invention, the problem of film explosion when the doped amorphous silicon layer or the doped microcrystalline silicon layer reaches a certain thickness can be effectively solved, the leakage current can be effectively reduced, and improvement of the open-circuit voltage, the filling factor and the conversion efficiency of the TOPCon cell can be facilitated.
Owner:IDEAL ENERGY (SHANGHAI) SUNFLOWER THIN FILM EQUIPMENT LTD

Super-long-span dome structure

The invention discloses a super-long-span dome structure. The super-long-span dome structure comprises multiple variable-cross-section midspan dual-limb cavity giant arches with a joint rotating shaft, upper limbs and lower limbs in the variable-cross-section midspan dual-limb cavity giant arches define cavity structures, two energy dissipating vibration reducing devices are symmetrically mountedin each cavity structure, the energy dissipating vibration reducing devices in the variable-cross-section midspan dual-limb cavity giant arches are located on the same circumference, branch limbs of the upper limbs and the lower limbs are fixedly connected with a first ring truss, at least two giant variable-cross-section space trusses are evenly mounted in an annular interval between the variable-cross-section midspan dual-limb cavity giant arches, the upper end of the giant variable-cross-section space trusses are fixedly connected with a first ring truss, the first ring truss is covered with a first dome surface single-layer net shell, each space is covered with a second dome surface single-layer net shell fixedly connected with the first ring truss, due to the dome structure, the stress property is greatly improved, the structure rigidity is uniform, joint configuration is relatively simple, and in the building process, large geometrically nonlinear deformation cannot be generated.
Owner:LANZHOU UNIVERSITY OF TECHNOLOGY +1
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