Assembling scaffold with vertical transporting function

Abstract

The invention relates to an assembling scaffold with a vertical transporting function. The assembling scaffold is characterized in that the assembling scaffold comprises a pair of load-bearing vertical frames and a plurality of pairs of fixing rods; the pair of load-bearing vertical frames are symmetrically erected at the bottom of a foundation pit; a plurality of lug hole plates which are evenlydistributed up and down are arranged on the outer side of each load-bearing vertical frame, and a round hole is formed in the center of each lug hole plate; each fixing rod penetrates through the round hole in the center of the corresponding lug hole plate and is inserted in a soil body on the side face of the foundation pit; each pair of fixing rods is located at the same height, and a gang plateis paved at the end, close to masonry, of each pair of fixing rods; a slow descending device and a lifting device are arranged on each load-bearing vertical frame, and the slow descending devices arearranged on the outer sides of the lifting devices; and a load-bearing plate is connected to the two lifting devices. The assembling scaffold is the device integrated using functions of ladder climbing, vertical transporting and a scaffold body, hidden dangers of quality and safety are avoided, the principle is simple, the safety factor is high, the material breakage rate is reduced, manpower andlabor are saved, and the masonry quality is ensured.

Description

technical field [0001] The invention relates to the technical field of scaffolding, in particular to an assembled scaffolding with a vertical transport function. Background technique [0002] The depth of the foundation pit is generally 2m-5m, and the mixing of mortar and the accumulation of blocks are all carried out at the top of the slope. It is time-consuming and labor-intensive to transport mortar and blocks from the top of the slope to the bottom of the foundation pit. It is difficult for construction workers to work up and down, and the working range in the foundation pit is small, and it is difficult to erect scaffolding. There are hidden dangers in construction quality and safety. 1. The common way of handling: throwing blocks directly from the top of the slope to the bottom of the foundation pit or sliding down the bottom of the pit from the formwork. This method leads to a very high breakage rate of the blocks and poses a safety hazard to the workers at the bottom...

AI Technical Summary

Problems solved by technology

This method leads to the strength of the well chamber and the compactness of the backfill soil cannot meet the requirements

Masonry is made of blocks and mortar. Deep foundation pit masonry structure is widely used in drainage pipeline engineering, mainly including various rainwater inspection wells, strong and weak current maintenance wells and other main bodies. In deep foundation pits, mortar And the handling of blocks is time-consuming and laborious, which is easy to cause waste of materials and poses safety hazards

Images