The rebar is placed first. Sometimes a side of the form will go up, than the rebar. This is primarily because the bar being placed above must be tied to the bar below. With forms up, the bar could not get tied into place. The only bar placed after forms might be caissons, drilled piles or sonotubes where there are stay in place forms retaining the surrounding soils for concrete placement.
2" based strictly on the slab thickness. However, it may be governed by form spacing, rebar spacing or rebar clearance to the forms.
Rebar Detailing is a procedure of making shop drawings for the steel reinforcement for the development procedure. The Rebar Detailing procedure incorporates the position, bending shapes, amount, description, laps of the reinforcing steel and measurements. The Rebar Detailing Drawings are made to incorporate the separating, area, rebar size and lap of steel. The Rebar Detailing Services includes: Rebar Detailing Services, Rebar Shop Drawings Services, Rebar fabrication Services, Rebar Framing Plan Design, Rebar Structure Foundation, Rebar Pit Design, Rebar Framing Plan, Rebar Beam Design, Rebar Structure Steel Detailing, Structure Foundation Rebar Detailing.
Rebar Detailing is a procedure of making shop drawings for the steel reinforcement for the development procedure. The Rebar Detailing procedure incorporates the position, bending shapes, amount, description, laps of the reinforcing steel and measurements. The Rebar Detailing Drawings are made to incorporate the separating, area, rebar size and lap of steel. The Rebar Detailing Services includes: Rebar Detailing Services, Rebar Shop Drawings Services, Rebar fabrication Services, Rebar Framing Plan Design, Rebar Structure Foundation, Rebar Pit Design, Rebar Framing Plan, Rebar Beam Design, Rebar Structure Steel Detailing, Structure Foundation Rebar Detailing.
Rebar and Post Tension cable (PT) are two entirely different items. Rebar is the static steel bars placed in the concrete while the PT are high tensile strength cables that were placed in concrete than stressed under hydraulic jacking to a tension generally around 2500 to 3500 psi. As a result, the situations for repair are different. The exposed rebar can be cleaned and patched through approved methods. However the PT should be looked at by a professional as it is an integral part of the structure and, as mentioned before, is under tensioned stress. If the exposed rebar is in a PT slab, caution should be used and a professional consulted as well, due the rebar being integrated with the PT.
Ties hold the forms together to ensure the forms stay in place when you pour in the concrete for the column. The above answer is incorrect. Ties have essentially nothing to do with forming concrete. They hold longitudinal rebar in place, not the formwork. They also provide shear resistance to the column as well as prevent the longitudinal rebar from buckling.
Rebar is an informal term for steel "reinforcing bar". These are steel bars that are placed within the structure before the wet concrete is placed. Steel reinforcement is necessary for almost all structural concrete because concrete has virtually no tensile or shear strength. The rebar provides almost all of the resistance to tension and shear within the structure.
The unit of measurement for rebar thickness, such as 14mm, is in millimeters (mm). This measurement refers to the diameter of the rebar.
Not to my knowledge. It typically is not used. Instead, deformed bar, bar with ribbing, is utilized for better surface area in which to bond with the concrete in which it is placed.
Reinforced concrete beams, pillars, pipes, forms, etc. that were cast in a factory instead of onsite around a mesh of welded rebar. For many of these items getting the rebar pretensioned correctly for the use is easier in a factory than outdoors on a worksite exposed to the weather.
Some like to refer to the finished product as a woven basket of rebar, but it is not truly an over/under installation as the name suggests. An industry standard, # 3 rebar (# 3 referring to the diameter of the bar) is placed on 12" centers to create a mat of steel reinforcement. This is common practice for pool shells placed in stable soil without additional vectors of stress/weight. When non-typical vectors are present to act on the strucutral integrity of the pool shell, the reinforcement sizes and the spacing can be change to provide additional strength to the concrete structure.
In a ton of 16mm rebar, there are approximately 79 pieces of rebar. The weight of 16mm rebar is about 1.58kg per meter, so in a ton (1000kg), there are roughly 633 meters of 16mm rebar.
Typically there are two types of submittals for rebar. the first is placing drawings. These drawings will act as a set of instructions for fabrication and installation of the rebar. These drawings can be created and supplied by the rebar fabricator or a specialized outside detailer can provide them for you. The second is the actual product data which indicates the mill the material came from, its chemistry composition and production information. For this, the fabricator or supply house you purchase the rebar from should be able to supply you with the sheet data you need. Both the placing drawing and material data sheets will be submitted to the architect and engineer of record to review and verify that the rebar conforms with their intent and design.