> Product > Tableform
Method of construction |
Eco-table form |
---|---|
Constructability | 1. Integrate beam mold bottom, side plate and supporting post –
reduce labor fee. 2. Install turnbuckle at beam side plate–tie-free construction technique 3. Use module Alform – ensure consistent quality |
Stability | 1. Install integral table form - reduce work hours by decreasing
labor input and reduce high place work. 2. Reduce bottom plate impact caused by free-fall (based on mechanical disassembly). 3. Ensure safe working passage by reducing the lack of supporting post |
Environment- friendliness |
1. Prevent civil complaint by reducing noise during disassembly. 2. 100% reusability of module materials – prevent construction wastes. 3. Prevent reconstruction by using Alform mold – suppress concrete wastes. |
Easy maintenance |
1. Use Alform – maximize material recyclability by using Alform. 2. System support beam – Organically treat layer by using module steel support beam. 3. Minimize worksite available materials by inputting Tableform set 1, and pillar support set 3 to work site. |
Method of construction | Conventional mold | General Tableform | Eco Tableform |
---|---|---|---|
Working method |
Assemble, install, disassemble, dismantle, arrange, transport, and reassemble all components. | Assemble all of the bottom beam plates and supporting beams except the beam side plate. | Assemble all beam panes and supporting beams. |
Material cost |
Mold :
material input to 3 floors and free fall →
excessive input of materials, causing materials to be broken.
Supporting beam :
outsourcing material cost 1,200won/m3 and labor cost1, 600 won/m3.
|
Mold :
material input to 3 floors
→ excessive material input.
Supporting beam :
beam:material input to 3 floors and free fall
→ excessive material input.
|
Mold :
material input to 1 floor
→ remove material cost
Supporting beam :
only material cost is needed. Labor cost is included in the mold
assembly cost,
|
Labor fee | Copst for installation, dismantling, arrangement, and assembly may be incurred for each floor → excessive labor cost | Bema side plate Y-column mold shows the same phenomenon as traditional mold. | Reduce labor cost by mechanically installing and disassembling table
mold (all-in-one assembly) → ensure consistent quality. |
Management | Management personnel proportional to labor input → excessive labor cost |
Management personnel proportional to labor input → excessive labor cost |
Management personnel proportional to labor input → reduce labor cost |
Construction | It is difficult to assess material cost, labor cost, and construction cost because of having to input 3 sets | Table form is only applied to X column and Y column and the beam side plate is to be compromised of a conventional type of Tableform. | YBoth X column and Y column are applied: reduce labor cost Lifted hoist: reduce tower load Dismantling can be done after 3 days: reduce construction time and cost |
Method of construction | Conventional mold | General Tableform | Eco Tableform |
---|---|---|---|
How to work | Assemble, install, disassemble, dismantle, arrange, transport, and reassemble all compontents. | Assemble all of the bottom beam b plates and supporting beams except the beam side plate. | Assemble all of the beam panels and supporting beams. |
Installation | Install beam mold after installing steel yoke beam on the supporting
beam → Eccentric installation and shaking may occur due to the difficult tightening of the supporting beam + steel yoke + rectangular lumber . Potential of fall risk due to high place work. |
The same construction as conventional Y column → the same problem as that of a conventional one occurs at Y column except for X column. |
Mechanical installation by using a stacker. Prevent shacking or eccentricity. High place work except for Table form connection is not needed. |
Dismantling |
Free fall of dismantled materials → occurrence of accident risk due to concreteness fall impact, fallen material, and dismantling noise |
The same construction as conventional Y column → the same problem as that of a conventional one occurs at Y column except for X column. |
Mechanical installation by using stacker. → prevent free fall and noise. |
Safety management |
High place work →
Fall risk, lower assembly safety: Excessive input
of technicians. →
Occurrence of safety accident corresponding to
labor demand → 50% of arrangement for labor is for installation |
The same construction as conventional Y column → the same problem as that of a conventional one occurs at Y column except for X column. |
Prevent high place work. → No need to have arrangement labor of 50% for installation work. Prevent dismantling noise, minimize industrial wastes and reduce construction time. |