How do you define the situation?
The lifting and crane project will first determine the maximum force of the single leg rather than the equal distribution of the total weight of the equipment and then examine the size of the foot contact surface.The requirements for the suspension project — Outrigger Pads-- should be reversed from the condition of the equipment rather than from the positive size of the ready-made inventory, in particular site backfilling, underground ditches and adjacent slopes.The crane project will be re-examined as soon as it is moved, and the project shall at the same time confirm the equipment load, the ground load, the leg size and the field operating space.The crane project asks first about ground-based categories, soil fillings and ground-permissible pressures, then about the slope of the tunnel, rain retention, and problems with the rock floor and the trenches.
How do you get the advance information?
The crane project will first look at the outer size of the pad or the diameter, thickness and support of the pad, and then fill the exterior stretching space of the leg, the short distance handling and the placement of Outrigger Pads.How the lifting project distributes the maximum effect of the single leg instead of the total weight of the equipment to the first inspection, recording ground-based categories, soil fillings and ground-permissible pressures in the table.(b) How the crane project is to be replaced by a single foot to reach the face size;Lack of corridor slopes, rain retention, pebbles and ditches, with no old values.The crane project will write down the size of the contact surface of the foot and then connect to the outer size of the pad or the diameter, thickness and support surface.How the crane project could be less remedial.
Solutions
How the lifting project will manage the first single-leg limit effect instead of the total equipment weight evenly, the second-step foot contact surface dimension, and the third-step base category, soil filling and ground allowed pressure.The crane project first looks at the slopes of the passage, the rain-drain, the plaster surface and the gutter tanks, and also looks at the outer size of the mat or the diameter of the dotage, thickness and support surfaces.How the crane project runs a shift, stretching space outside the leg, moving at short distances and Outrigger Pads placing the loads in a normal lot.How the crane project is modified if ground-based categories, soil fillings and ground allowed pressure changes.How the lifting crane project will first set the outer size of the pad or the diameter, thickness and support surfaces, and then test the maximum force of the sole leg instead of the equal distribution of the total weight of the equipment.How does the crane project fit the results with photographs?
- The first step of the lifting project is to check the single-legged maximum force rather than the equal distribution of the total weight of the equipment in contact with the side foot to form an on-site baseline.
- The second step of the crane project is to determine the configuration of the underlying type of ground, soil filling and ground permissible pressure and corridor slopes, rain retention, gravel surface and underground ditch tanks, and to perform small-scale validation.
- The third step of the crane project: continuous observation of the outer size of the pad or the diameter of the turbo pad, thickness and support contact and exterior space of the leg, short-range handling and Outrigger Pads-positioning, with timely review in case of anomalies.
Landing steps
The lifting and crane project will first look at the exterior space of the leg, the short distance handling and the placement of the Outrigger Pads.The crane project asks for the size of the face of the foot before looking at the slope of the passage, the rain, the rock floor and the gutter.After the first reloading project, the position will be determined.(b) How the crane project can be spread again if the first round is steady;In the first round, the environmental changes are reviewed.When the crane project is replaced, the single-legged maximum force is recorded instead of the total weight of the equipment.The crane project will first look at the base category, the soil filling and the ground allowed pressure, and also look at the outer size of the pad or the diameter, thickness and support surfaces of the pad.
How do you verify the effect?
The lifting and loading project examines the single-legged maximum force instead of the equal distribution of the total weight of the equipment, then the ground-based category, the soil filling situation and the ground-permissible pressure.How the crane project will conduct the second round of contact with the outer size of the pad or the diameter, thickness and support of the cushion to determine the source.How does the crane project look at local areas if the foot is able to reach the surface with a steady size and stretching space, short-range handling and Outrigger Pads- position?The lifting and craneing project will return to its entirety if the slope of the tunnel, the rain, the rock floor and the trenches become different.The crane project will first measure the expanse of the leg, the short distance handling and the Outrigger Pads setting, and then be more than the foot contact face.How the crane project can be reset may be reduced to less repair.
Common deviations
How the crane project is wrong in one area: looking only at the slopes of the tunnel, the rain, the rock floor and the trenches. How the crane project is wrong in two areas: neglecting the single-legged limit, rather than even distribution of the total weight of the equipment. How the crane project is wrong in three areas: maintaining the regular size of the foot to the surface. How the crane project encounters an anomaly in the outer size of the pad or in the diameter, thickness and support surface. How the crane project results in drifting and reviewing, and then looking at the layers. How the crane project is so less communication.
How do I communicate with the procurement?
How the crane project is asked to bid is accompanied by a receipt inspection requirement, confirmation of version number, confirmation chart.How the crane project gives both the photographs of the work and the amount of demand.How the crane project does not state the ground-based category, the soil filling and the ground allowed pressure, and changes and updates the shipment protection.Information on how the crane project re-applysed the port of arrival prior to shipment and the time of delivery.The crane project looks first at the single-legged maximum force rather than the equal distribution of the total weight of the equipment, and then adds to the exterior stretch space of the leg, the short distance handling and the placement of the Outrigger Pads-.How can the crane project be less retrofitted as a result?
Conclusions
How the crane project is not looking for a single-power specification. How does the crane project work first on a single-leg limit, rather than on an even distribution of the total weight of the equipment, while looking at the size of the surface of the foot. How does the crane project work on a trial load and then turn over later?
Need for further evaluation of the actual project?
Applications, sizes, quantities, site photographs or drawings and delivery destinations are sent, on which we can identify more suitable products and processing programmes.
