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Anonymous users2024-01-24This is possible, as long as the anchor length of the anchor wall of the pick beam and the cross-section of the reinforcement are reasonable.
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Anonymous users2024-01-231 There is nothing wrong with this practice.
2. The beam needs to meet two conditions: 1. The beam itself should be able to bear the load of the pick-out part, and the load will not cause damage to the beam, and the counterweight behind the 2-beam can resist the overturning caused by the pick-up load, and the plate behind the beam actually plays this role. If there are fewer boards, just add others, such as walls.
Hello, do you have windows in your kitchen? Also, I don't know what kind of door you use in your kitchen? If it is a wooden door, it is recommended to replace it with a transparent explosion-proof glass sliding door, If the kitchen door is not big, you can expand it, so that you can increase the lighting of the room as much as possible There is no way to change it in other places Then the furniture should be white as much as possible, white is not only bright, but also has the effect of setting off the space and expanding the horizon Decoration I know, you have something to say.
'Pick up the beam test (type) cast-in-place balcony', how awkward it is to say! Ordinary balconies are all beams of the upper bearing type, the bottom plate of the balcony and the bottom of the beam are not impossible to do, that is, the beam of the lower bearing type, but there is no need to arrange the tension steel bar at the lower part of the beam, at the same time, the lower part of the beam is originally compressed, why should it be called tensioned, mix the calculation model at will, complicate the stress of the component, make it unknowable and uncontrollable, which is the wrong thinking that runs counter to structural analysis! Violating the routine must have a purpose, be worth the risk, and have measures that can be released and collected, otherwise, it is called foolishness, and it is understandable for laymen to toss around, and it is unforgivable for people in the industry to make this kind of mistake! I'm not saying that it can't be made into a concave type, but that there are no benefits in terms of use, construction, calculation, etc.
The landlord is fine, it will not affect the fortune of your family, because the distance is very far.
It has nothing to do with the length, it is the tendon in the width direction! One end extends into the inner floor slab of the beam 500 anchorage, the anchor end is 90 degrees hooked, the balcony outside 180 degrees hook, 16 threaded steel bars 150 are evenly distributed at intervals, the distribution of steel bars in the length direction is not subject to any force, 12 reinforcing bars are evenly distributed at intervals, and the reinforcing bars are arranged near the upper surface of the balcony slab, the thickness of the protective layer is 25, and the rebar grade is HRB335.
Yes, there aren't that many things to do.