Overview
| displacement | Wheelbase | ||
| speed | Track gauge | ||
| Delivery distance | lift | ||
| voltage | current | ||
| Number of poles | granularity | ||
| amplitude | horsepower | ||
| stroke | Net weight | ||
| Gradient | productivity | ||
| Transmission | Shelf life | ||
| Gas consumption | Recovery amount | ||
| Flatness | Excitation force | ||
| Balancing weight | Track width/rear | ||
| Track width/front | Discharge method | ||
| Number of impellers | New and old degree | ||
| Pump shaft position | Loading height | ||
| Aggregate size | Number of trips | ||
| Customized or not | Processing customization | ||
| Degree of crushing | control mode | ||
| Pitch angle | Leg span | ||
| Rotation method | Working radius | ||
| Cement silo | Discharge speed | ||
| Feed speed | Climbing ability | ||
| Front wheel axle | service life | ||
| Applicable models | Loading quality | ||
| Composition structure | Conveying pipe diameter | ||
| Water pump flow rate | Aggregate size | ||
| processing capacity | Stone size | ||
| Cross slope error | Directional control method | ||
| Paving width | Compacted thickness | ||
| Traveling mechanism | Paving thickness | ||
| Mixing cylinder capacity | Discharge capacity | ||
| Effective lifespan | Mixing depth | ||
| Conveying distance | Concrete slump | ||
| Rod head length | Sieve size | ||
| Independent height | End hose | ||
| Conveying pipe diameter | Tower body section | ||
| System flow | system pressure | ||
| Fabric radius | Delivery pressure | ||
| Is it the original factory | Is it customizable | ||
| Concrete pipe diameter | Mixer model | ||
| Cement screw machine | Inclination angle of mixing drum | ||
| Discharge residual rate | Auxiliary brake | ||
| Mixing drum length | Applicable water cement ratio | ||
| Inner diameter of conveying pipe | Rotor capacity increase | ||
| Feed inlet height | Outlet height | ||
| Storage hopper capacity | High work efficiency | ||
| Climb box spacing | Hopper lifting speed | ||
| Maximum aggregate size | Rated feed capacity | ||
| Horizontal length of boom | Supporting host model | ||
| Aggregate conveying capacity | Sand conveying capacity | ||
| Accelerator additive | Dust concentration during operation | ||
| Type of concrete machinery | Fabric spreader | Concrete outlet pressure | |
| Mixing tank conveying capacity | Continuous adjustable injection volume | ||
| Number of vibrations per minute | Theoretical conveying capacity of concrete | ||
| Theoretical concrete conveying capacity | Water pump model of water supply system | ||
| Measurement accuracy of asphalt powder | Maximum outlet pressure of concrete | ||
| Height of the upper opening of the feeding hopper from the ground | Continuously adjustable dosage of accelerator | ||
| brand | Jinyi | model | Type 100 |
| Motor power | 2.2+0.75+1.5 | Overall dimensions | 7700 * 1600 * 1700mm |
| Overall weight | 1500kg | specifications | 100, 80, 60, 120 |
Product Details
The difference between cast-in-place concrete components and prefabricated concrete components in concrete component production lines: What are the characteristics of prefabricated concrete components in factories compared to cast-in-place concrete? Prefabrication of concrete components in factories is beneficial for controlling their elasticity, while in cast-in-place concrete, many aspects are difficult to achieve due to conditions. This type of X-crossing is mainly reflected in the following aspects. What is the specific concept of prefabricated concrete components that are convenient for prestressed steel bars or steel wires? Answer: Prefabricated concrete components, prefabricated component templates, and concrete pouring and tamping are all calculated by volume based on the dimensions shown in the diagram, except as specified in the norms. The quantity of hollow components is calculated based on the actual volume, and the volume of the hollow part should be deducted. Prefabricated square piles are calculated by multiplying the design section by the pile length, without deducting the virtual volume of the pile tip. Unless otherwise specified, those within the thickness of the slab are thin plates. Answer: The difference between cast-in-place concrete components and on-site prefabricated concrete components is determined. Question: Commercial concrete includes two items: "cast-in-place concrete components and on-site prefabricated concrete components". Answer: on-site prefabricated concrete components are prefabricated concrete components that are prefabricated at a concrete mixing plant or a specialized concrete prefabricated component factory according to requirements or on-site design requirements, When in use, transport to the construction site for installation after the maintenance period ends.