Is the anchorage of the outer wall of the shear wall of the pool generally long?

I just checked for you, according to the relevant information, it is generally better to be 16 meters long.

In general, the length of 5 meters is just right, and there is no need for a longer distance.

The outer wall of the pool shear wall is generally fixed to reach its longest range, which is generally around. Double.

The outer wall of the shear wall is estimated to be generally about 200 meters.

The last train is about 10 meters, so it should be no problem, can it be like this?

Cut the outer wall of the wall at any time is not generally long, you should give you the area of the water snake and the height of the pool, calculate the thrust of the water, and the thrust can be calculated.

Hello, friends pool shear wall exterior wall seedlings are generally very long, and there is a certain amount of data in it, I hope to help you.

The shear wall of the pool, the outer hair, so to be done according to the drawings, not to say how long we want to do, how long to do, are required by the design, and after checking.

In general, the anchor of the outer wall of the pool wall is best to make effective length trade-offs according to the actual situation in order to achieve the desired effect.

Your question is to ask, so how long is the meow of the outer wall of the eating foot force wall? For this question, I checked the information, and I didn't find the relevant information you said, you can add more.

In the bathroom, you used to ask Xiao Miao, so is it generally good-looking or not? How can I exchange these six for me? It's all k's.

Pool shear wall, the outer wall is generally long, well, generally his length is like that, how much is the specific or depends on the specific actual situation, how should it be judged?

The drawing of the anchorage length of the vertical reinforcement bottom of the shear wall of the pool does not indicate how to calculate the pro! Hello, happy to answer your <>

The drawing of the anchorage length of the vertical reinforcement bottom of the shear wall of the hydrophilic pool is not sold and calculated as follows: the length of the lower reinforcement Net span length The anchorage value of the left and right supports is 1, the upper through bar: the length of the upper through bar (the upper through long bar 1) The length of the net span of the first and last end supports 2, the length of the negative reinforcement of the end support of the end support: the first row is LN 3 The anchorage value of the end support; The second row is LN 4 end support anchorage value 3, the length of the lower part of the lower reinforcement of the middle forest, the net span length of the anchorage value of the left and right supports, and the above three types of reinforcement are involved in the support anchorage problem, so frank imitation summarizes the support anchorage judgment problem of the above three types of reinforcement:

The width of the support is lae and , which is a straight anchor, and takes max. The anchorage value of the end support of the reinforcement The width of the support lae or , is the bending anchor, take the anchorage value of the middle support of the max reinforcement max, I hope mine can help you <>

Do you have any other questions?

The pool wall is a retaining wall for retaining water seepage or side pressure to keep water, not a shear wall at all, and the action, force calculation, and structure are completely different! Either you see a reinforced concrete wall or a shear wall!

The vertical reinforcement of the pool wall is the main stressed reinforcement, because the pool floor is too thin, the vertical reinforcement should not be anchored, and the steel bar at the bottom of the plate should be bent up, and the middle and above joints of the height of the pool wall.

The length of the vertical reinforcement bending anchor of the pool wall is greater than.

The anchorage length of the steel bar is greater than the vertical section, the horizontal section is greater than 15d, and the horizontal section on the other side is 15d.

The vertical reinforcement of the edge members is constructed in the foundation:

1. When the size of the foundation meets the conditions of the straight anchor, and the thickness of the vertical reinforcement protective layer is greater than 5d, only the four corner longitudinal reinforcements of the edge members (excluding the end columns) can be extended to the bottom plate reinforcement mesh, or the raft foundation middle layer reinforcement mesh. The corner longitudinal bars are the longitudinal bars at the corners of the closed stirrups in the following diagram of the edge member (excluding the end posts).

2. When the height of the foundation can not meet the requirements of the straight anchor, the length of the vertical section of the shear wall edge member is not less than and not less than 20d, and the length of the 90° bending section at the lower end of the longitudinal bar is 15d and supported at the bottom of the foundation.

3. When the thickness of the longitudinal reinforcement protective layer of the shear wall edge member (including the end column) is less than or equal to 5d, regardless of whether the height of the foundation meets the requirements of the brother digging branch straight anchor, the longitudinal reinforcement should all extend to the bottom of the foundation, and the lower end of the longitudinal reinforcement is bent and supported on the steel mesh of the loose bottom plate (the length of the longitudinal reinforcement of the shear wall edge member extending into the straight section of the foundation is not less than and not less than 20d, and the condition that the 90° bending section of the lower end of the longitudinal reinforcement is 15d long must be met). <