The erecting bar is the steel bar in the upper part of the beam, which only plays a structural role and has no substantive significance. However, at both ends of the beam, the erecting bar in the upper part resists negative bending distance and is indispensable. (The erecting steel bar is set on both sides of the outer edge of the compression zone of the beam to fix the stirrups and form the steel bar skeleton. If the compression area is equipped with longitudinal compression steel bar, erecting steel bar can be no longer equipped. The diameter of the erecting steel bar is related to the span of the beam.
Penetrating bar refers to the reinforcing bar that runs through the whole length of a member (e.g. a beam) without bending or interrupting. When the reinforcing bar is too long, it can be lapped or welded without changing the diameter.
What is the difference between erecting tendons and perforating tendons?
In the arrangement of reinforcing bars, erecting reinforcing bars are 1/3 of the span, that is to say, there are left and right support reinforcing bars in the span beam. The long reinforcement bar is the long layout. The erecting reinforcement acts as a erecting force and has a certain compressive effect, which can improve the bearing capacity of the beam to a certain extent.
The through bar refers to the reinforcing bar that runs through the whole length of a member (such as a beam) without bending or interrupting. When the reinforcing bar is too long, it can be lapped or welded without changing the diameter. The through bar can be either a force steel bar or a frame steel bar.
For example, in the code, the stiffeners on both sides of the upper part of the beam must be through. At this time, the stiffeners can also bear some negative bending moments at the support.
If there are long reinforcing bars above and below the beam, generally in the beam (compression zone) and the diameter of the smaller is the frame reinforcement, under the beam are all stressed steel bars.
The definition of bending moment is that the lower part of the steel bar is tensioned positive, while the upper part of the beam and slab position is generally tensioned on the upper part of the support seat according to the force, that is, to bear negative bending moment, so it is called negative bending moment steel bar. (Bearing with negative reinforcement, is relatively speaking, should generally refer to the support part of the beam to offset negative bending moment of the reinforcement, commonly known as load-bearing reinforcement. The bending moment of general structural members can be divided into positive moment and negative moment. The steel bars equipped to resist negative moment are called negative bars. The upper bars of finger plates and beams are generally referred to as negative bars. When the upper reinforcing bars of beams and slabs are long, they are also customarily referred to as the upper reinforcing bars, and the gluten of beams or slabs is the negative reinforcing bars.
Tension bar is reserved between two or more members which can not be constructed at the same time. It is a reinforced bar that strengthens the connection between frame filled wall and column, and improves the stability and seismic capacity of filled wall.
腹筋一般位于梁兩側中間部位而得來的，是梁中部構造鋼筋,主要是因為有的梁太高，需要在箍筋中部加條連接筋 （梁側的縱向構造鋼筋實際中又稱為腰筋）。在梁高450mm，就應沿梁高兩側應設腰筋，所以數量上就不會少于2根。腰筋的直徑小的直徑為10mm，間距不應大于200mm，同時面積配筋率不應小于百分之0.3，在梁兩側的縱向構造鋼筋（腰筋）之間還要配置拉結鋼筋。 一般民用建筑的腰筋直徑用16和18就可以了，拉筋用圓8。
The web reinforcement is generally located in the middle part of both sides of the beam, which is the structural reinforcement in the middle of the beam. The main reason is that some beams are too high and need to add a connecting bar in the middle of the stirrup (the longitudinal structural reinforcement in the side of the beam is also called waist reinforcement in practice). In the 450mm beam height, waist reinforcement should be installed along both sides of the beam height, so the number will not be less than two. The minimum diameter of waist reinforcement should be 10 mm, the spacing should not be greater than 200 mm, and the reinforcement ratio of area should not be less than 0.3%. Tensile reinforcement bar should also be arranged between longitudinal structural reinforcement bar (waist reinforcement) on both sides of the beam. The diameter of waist tendons in general civil buildings should be 16 and 18, and the diameter of tension tendons should be 8.