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93 results about "Excessive weight" patented technology

Split cable trough of scraper conveyer

InactiveCN104617531AOvercome maintenance inconvenience and other related problemsEasy maintenanceElectrical apparatusStructural engineeringExcessive weight
A split cable trough of a scraper conveyer comprises a cable trough upper trough body and a cable trough lower trough body, wherein the cable trough upper trough body is a U-shaped trough body consisting of an upper outer side vertical plate, an upper inner side baffle and an upper supporting plate. The cable trough lower trough body comprises a lower top plate and a lower supporting plate, wherein a lower vertical plate is arranged between the lower top plate and the lower supporting plate right under the upper outer side vertical plate, and a rear cover plate is arranged between the lower top plate and a lower supporting plate under the upper inner side baffle. The problems including too large size of the single cable trough, excessive weight, inconvenient transportation and installation, inconvenient overhaul of a coal mining machine and other relevant problems of the heavy-duty extra-heavy-type scraper conveyer are solved by utilizing the cable trough upper trough body and the cable trough lower trough body forming a vertical split structure, the cable trough lower trough body is assembled on a mine well, the cable trough upper trough body is assembled underground, the problems of transportation size and excessive weight of a single are solved, and assembling efficiency and safety are further improved. In addition, overhaul of any position of the coal mining machine is also greatly facilitated.
Owner:LIANYUNGANG TIANMING EQUIP

Construction method for combined aluminum alloy template applied to assembly type precast concrete structure

InactiveCN107130791ASolve the installationSolve the difficulty of dismantlingForming/stuttering elementsDecompositionExcessive weight
The invention relates to a construction method for a combined aluminum alloy template applied to an assembly type precast concrete structure. The method comprises the following steps of precasting an aluminum alloy template component, manufacturing a precast concrete component, measuring and despooling, hoisting and installing, pouring overall, and disassembling a mold; when precasting the precast concrete component, ensuring the cross-pulling threaded rod hole site of the precast concrete component and the cross-pulling threaded rod hole site of the aluminum alloy template are identical; during installation, using cross-pulling threaded rods to penetrate directly, utilizing strict command reinforcement to ensure an existing poured wall body is closely connected with a precast wall body; after completing installation of all precast concrete components and the aluminum alloy template, starting concrete pouring, and realizing one-time pouring and molding of a wall column, a beam and a plate by using the aluminum alloy template. By the construction method, the problems that in the construction of a precast concrete structure, the template at an on-site pouring position is difficult to assemble and disassemble, grout runs away or is leaked, safe and civilized construction is poor, the construction efficiency is influenced due to excessive weight and the construction quality is influenced due to deformation and decomposition are solved; the repeated use rate is high; the universality is strong; and the quality and effect are relatively good.
Owner:22MCC GRP PRECISION FORGING
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