The long side of the pile cap reinforcement is thin and the short side is thick, which one is on the

The top of the pile cap is thin on one side and the other is thin, which one is on the top and which is on the bottom? This is the upper rubbing head of the thin head, and it will be firm today when it is so loaded like this.

First, the foundation cushion cap:

1. The length of the steel bar of the bottom plate = the side length of the bottom plate - 2 protective layers.

2. The number of roots = the length of the other side of the bottom of the plate - 2min (75mm, s 2) (note: take the small value) s (note the spacing of the reinforcement) - 1 kg m = length.

3. When the side length of the foundation of the single-column independent column, the reinforcement of the foundation bottom plate is cut according to the side length, and the staggered arrangement is arranged.

4. The length of the outer reinforcement = the side length of the bottom plate - 2 protective layers The number of roots = 2 (one reinforcement on each side).

5. The length of the remaining steel bars = the length of the side of the bottom plate, the protective layer or the length of the side of the bottom plate, the length of the side of the bottom plate - the protective layer.

5. The number of remaining steel bars = the length of the other side of the bottom plate - 2min (75mm, s 2) s-1.

Well, the long side of the super-serious steel bar is thin on the top and thick on the bottom, which can be more reinforcing and load-bearing.

Which is the long side of the pile cap reinforcement shortened? Which one brings this, we haven't seen anything in reality, so I can't think of it here.

Pretending to lift the long side of the steel bar is thin and thick, which is on the top and which is on the bottom, I will not be able to do this work, and I don't understand this knowledge.

Quickly washed the variety, that really scared me very dizzy, this should be out, then because this is a bigger thing to put Premier Cheng underneath, this is more coarse.

The edge of the reinforcement field of the pile cap is short and thick, which is on the top and which is on the bottom? I think the thin ones are on the top and the coarse ones are on the bottom, so that they can be stable.

The reinforcement of the pile cap is short (y) on the top and long (x) on the bottom.

The cushion cap reinforcement is long at the bottom and short at the top.

Summary. Hello, the reinforcement arrangement at the bottom of the pile cap is generally short reinforcement at the bottom and long reinforcement at the top.

Hello, the reinforcement arrangement at the bottom of the pile cap is generally short reinforcement at the bottom and long reinforcement at the top.

1. According to the length of the equilateral or isosceles triangle, the length of the steel bar is according to the length of the bottom edge of the triangle and then subtract the protective layer on both sides, and the triangle that needs to be kept enclosed should be within the range of the column section, and the outermost steel bar should be able to meet the bearing requirements. 2. The shortest steel bar in the three-way reinforcement belt at the lower part of the cushion cap should meet the requirements of straight line anchorage or 90 ° bending anchorage at the end of the cushion cap, the shortest steel bar stretches from the inner edge of the pile to the end, and the straight anchor after meeting the following conditions, the square pile that does not need to be bent 35d, the round pile 35d +, d is the diameter of the round pile, and the shortest steel bar extends from the inner edge of the pile to the end does not meet the requirements of straight line anchorage, but meets the following conditions and bends 10d after the early car: square pile 25d; The round pile is 25d+, and d is the diameter of the round hail pile.

3. The center distance of the friction pile should not be less than 3 times of the diameter of the pile body, the center distance of the belled cast-in-place pile should not be less than the times of the diameter of the bottom of the bell, when the diameter of the bottom of the expansion is greater than 2m of Lixun, the net distance of the pile end should not be less than 1m, the diameter of the bottom of the walled pile should not be greater than 3 times of the diameter of the pile body, and the resultant force point of the bearing capacity of the pile foundation should coincide with the resultant force of the vertical permanent load when arranging the pile position.

Summary. Dear, hello, I am happy to answer your question, whether the pile cap reinforcement is short or long below. The reinforcement arrangement at the bottom of the pile cap is generally short reinforcement at the bottom and long reinforcement at the top.

Dear, hello, I am happy to answer your question Qing distribution letter, pile cap steel bar short or long sell fight in the bottom. The reinforcement arrangement at the bottom of the pile cap is generally short steel bars at the bottom, and the long honor wheel is at the top.

1. According to the length of the equilateral or isosceles triangle, the length of the steel bar is according to the length of the bottom edge of the triangle and then subtract the protective layer on both sides, and the triangle that needs to be kept enclosed should be within the range of the column section, and the outermost steel bar should be able to meet the bearing requirements. 2. The shortest steel bar in the three-way reinforcement belt at the lower part of the cushion cap should meet the requirements of straight line anchorage or 90 ° bending anchorage at the end of the cushion cap, the shortest steel bar stretches from the inner edge of the pile to the end, and the straight anchor after meeting the following conditions, the square pile that does not need to be bent 35d, the round pile 35d +, d is the diameter of the round pile, and the shortest steel bar extends from the inner edge of the pile to the end does not meet the requirements of straight line anchorage, but meets the following conditions and bends 10d after the early car: square pile 25d; The round pile is 25d+, and d is the diameter of the round hail pile.

3. The center distance of the friction pile should not be less than 3 times of the diameter of the pile body, the center distance of the belled cast-in-place pile should not be less than the times of the diameter of the bottom of the bell, when the diameter of the bottom of the expansion is greater than 2m of Lixun, the net distance of the pile end should not be less than 1m, the diameter of the bottom of the walled pile should not be greater than 3 times of the diameter of the pile body, and the resultant force point of the bearing capacity of the pile foundation should coincide with the resultant force of the vertical permanent load when arranging the pile position.

Summary. Hello, the rectangular cap reinforcement is short. The X-direction reinforcement is at the bottom, and the Y-direction reinforcement is at the bottom and top of the upper (short) double-column joint cap: the X-direction reinforcement is on the top, and the Y-direction reinforcement is at the bottom (short) pile cap The reinforcement is short or long below.

This question is up to me, it takes a little time to type, so please be patient.

Hello, the rectangular cap reinforcement is short. The reinforcement in the X-direction is at the bottom, the reinforcement in the Y-direction is in the upper early and Shen (short) double-column joint cushion cap at the bottom and the top reinforcement structure: the X-direction reinforcement is on the top, and the Y-direction shed crack reinforcement is at the bottom (short direction) I hope to help you.