12. Pillar rebar arrangement
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1 12. Pillar rebar arrangement 1) Indication of pillar(c) Main bar drawing - It indicates the length of span by the criterion of pillar and wall, etc. and indicates the position of pillar & wall. <Example> C - pillar BC1 - #1 underground pillar 1C1 - #1 first-story pillar actual size of concrete 8-HD19-8pcs of HD19mm rebar - install per 250mm of HOOP distance - install per 250mm of DIA HOOP distance Be careful of this point if there are rebar quantity's differences according to pillar assembly x0, x1 or y0,y1 direction.
2 2) Indication of floor 2SL(upper concrete) 2FL(upper part s closing condition) Height of floor 1) GL - GROUND LEVEL 2) FL - FLOOR LEVEL (ground level per floor) 3) SL - SLAB LEVEL (upper part of structure per floor)
3 3) Sequence of pillar assembling < Stand the same to diagonal direction if each side is even. > < Stand the same to all directions if each side is odd. > < Stand the same to one direction if each side is even & odd. >
4 4) Tying method of pillar Even the tiny little requirement for the construction should be taken into consideration. Keep the pillar reinforcements vertically and splice the bars 3 times. Upper and lower parts of the reinforcements should be cross-tied. When tying the corner of tie hoop, it is better to wind the tying wires changing directions up and down to let it not to be hung down. It is also recommended that worker wind the tying wires at least one time in advance to hold the main bar to its original position. main bar tie bar Tie bar for assisting pillar should be at every distance to install tie hoop. Diamond type General type
5 Bind the tie hoops clockwise(as shown below) and spacing at the top and bottom levels of vertical reinforcement should be within of hoop spacing beginning at 50mm from the bottom of the floor. 5) Position of pillar tying In pillar bar slice, follow the instructions on drawings in order to splice them adequately, that is, if not, the length of reinforcement is not fit for column with the reason that usual 8,000mm bar is cut into two 4,000mm bars to splice. good location of splice available location of splice bad location of splice [Note] It is desirable that reinforcing bar should be in a variety of sizes, but 8m bar is usually available in the market. In other words, if you need a bar other than 8m in size, you should give a customerorder for it, which does not go well with economical strategy. Reinforcing bars from D10~D16 do not have much problem in using them as reinforcement for slabs or bearing walls. We have some advantages here. Bar loss and the frequency of splice will be decreased if using bars of 8m ~ 12m length by mixing.
6 Splice of pillar and pillar under 75 over 75 max. 150 Dowel rebar splice max. slope max. 150 fixing splice/ fixed length of tension bar slope rebar splice using dowel rebar 6) Cross assembling of pillar and beam(only for outer pillar) Don't fill up tie hoop to assemble beam the crossed part of pillar & beam. In this case, there are difficulty in carrying out the construction but you must fill up tie hoop of outside. Especially, you should prevent from the protruded main bar by filling up tie hoop on outer pillar and edge pillar. pillar pillar tie hoop beam from current rebar arrangement carry-out of construction
7 In case over 600mm of pillar size, you should fill up support tie hoop by shop drawing. You should get rid of support tie hoop in order to worker's entrance to pillar tube to connect #8 wire for working of pillar outer appearance. After this, the worker should not forget to bind the assist wire before he gets out. In case the splice length for pillar splice is shorter than required, be sure to destroy the concrete to maintain splice length but it is impossible possibility to execute actually. Therefore, you should check the availability of welding splice, compressed splice, mechanical splice.
8 7) Correction of pillar Bend the bar gently at a very low level Pillar correction angle should not exceed of overall angle Heat should not be added to correct the main bar because it makes the strength of rebar, just destroy the part that needs correction and bend it of overall angle. Destroy the part that needs correction and modify it. These are 2 cases of correction depending on correction angle. When the correction grade is low If corrected angle is about, insert the bar into pillar after bending. Bending after concrete work. When the correction grade is higher than and cover the pillar as thin as possible., change the bending angle to Increase to minimum pillar thickness Pillar rebar protruded to outside.
9 8) Detailed drawing of pillar and beam rahmen(arrangement) Don't apply compression splice length except pure compression material. Regarding bending material, apply B class splice for tying near max. stress point and apply A class splice for the rest block. 2nd floor HO fixed length main head A class tension splice A class tension splice The fixation of upper bar calculates fixed length from the main bar bend area of pillar s upper part, not from the inside of pillar space 1st floor HO When the beam is arranged, the bottom bar should be all tied, and the stirrup upper binding supported by spacer should be tied 2,3 times tightly. tension splice (over B class splice length) tension splice
10 Apply to anti-earthquake slab rebar max. beam lower part bar max. In case all plane of pillar have beam In case some plane of pillar has beam (ground outside pillar) Lo max. size of pillar section So 8db(main bar) Lc/6 24db(hoop bar) 45 1/2(min size of pillar section) 30
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