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Precautions for shear wall reinforcement binding.
1. Stand 2 4 vertical bars: tie the vertical bars with the lap bars stretched out from the lower layer, draw the horizontal bar binning mark on the vertical bar, tie two horizontal bars at the lower part and the chest to position, and draw the vertical bar binning sign on the cross bar, then tie the rest of the vertical bar, and finally tie the rest of the transverse bar. The transverse bars should meet the design requirements inside or outside the vertical bars.
2. 3 horizontal bars need to be tied to the lap joint of the vertical bar and the lap bar, and the lap length and position meet the design requirements"Table of the minimum lap lengths of longitudinal tension reinforcement"。
3. The shear wall reinforcement should be tied point by point, and the tension bar or support bar should be tied between the double rows of steel bars, and the longitudinal and horizontal spacing should not be greater than 600mm, and the steel bar skin should be tied with cushion blocks or plastic cards.
4. At the connection between the shear wall and the frame column, the horizontal transverse bar of the shear wall should be anchored into the frame column, and its anchorage length should meet the design requirements. If the column concrete is poured first and then the shear wall reinforcement is tied, the connecting reinforcement or embedded iron parts in the column should be reserved in the column, and the wall reinforcement should be used as a connection when the column is dismantled and tied to the wall reinforcement. The length of the reservation shall be in accordance with the provisions of the design or specification.
5. The anchorage length of the horizontal reinforcement of the shear wall at both ends, corners, cross nodes, connecting beams and other parts, as well as the reinforcement reinforcement around the opening, should meet the design and seismic requirements.
6. After clamping, the vertical steel bar should be trimmed, and the angle iron should be added to the upper mouth of the template or the vertical steel bar stretched out with a ladder bar should be fixed, and there should be a special person to take care of the concrete when pouring, and adjust it again after pouring to ensure the accuracy of the position of the steel bar.
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Plugged Qu Eagle Ling Golden Servant Aunt (Lu Lun).
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The setting method of Glodon post-pouring belt reinforcement 100 lap is as follows:
1.First of all, the post-pouring belt reinforcement is laid according to the requirements on the design drawings, and the spacing and quantity of the reinforcement should meet the design requirements.
2.Leave a certain length at both ends of the rebar to allow for lap joints. In general, the lap length should be between two times to twice the diameter of the two bars.
3.Next, the lap part of the two steel bars is firmly tied together with steel wire, ensuring that the lap joint does not loosen and misalign.
4.Finally, the reinforcement mesh is reinforced on the lap part of the reinforcement, and the concrete is poured.
The main purpose of setting up the steel bar lap is to enhance the connection and ductility of the steel bar, and ensure that the steel bar can fully play its role when it is stressed. The longer the length of the lap joint, the better the connection of the rebar, but it will also lead to an increase in the use of rebar and increase the engineering cost. Therefore, in the actual project, it is necessary to determine the lap length according to the specific situation.
Repentance. In the construction process, it is also necessary to pay attention to the anti-rust and protection of the steel bar to ensure that the steel bar will not be damaged and corroded during use, so as to ensure the quality and service life of the project.
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The setting of Glodon's post-cast belt steel bar 100 lap needs to be considered according to the stress of the concrete structure, the force performance of the steel bar and the lap length. Generally speaking, the setting of the lap length should comply with the provisions of GB50010-2010 "Code for Design of Concrete Structures", that is, in the tension member, the lap length of the steel bar should be greater than or equal to 25 times the diameter of the steel bar; In compression members, the lap length of the reinforcement should be greater than or equal to 20 times the diameter of the reinforcement.
In the setting of Glodon's post-cast belt reinforcement 100 lap joint, we need to determine the lap length of the reinforcement according to the specific structural stress situation. At the same time, the lap of the reinforcement should meet the following conditions:
1.The lap of the rebar should be outside the compression area of the concrete to avoid fracture of the rebar.
2.The lap joints of the reinforcement should be evenly distributed over the entire length of the tension member as much as possible to improve the overall mechanical performance of the structure.
3.The reinforcement at the lap joint should have enough overlap in the length direction to ensure the mechanical performance of the reinforcement.
In short, the setting of Glodon's post-cast belt reinforcement 100 lap joint needs to be considered according to the stress of the concrete structure and the mechanical performance of the steel bar, so as to ensure the overall mechanical performance and safety performance of the structure.
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In Glodon, the following steps can be adopted for the setting of the lap joint of the post-poured belt reinforcement 100:
1.First of all, the width of the post-pouring belt and the straight beat wheel diameter of the steel bar are determined according to the design requirements at the construction site.
2.Then, when the post-pouring belt is carried out, the length of the previous section of steel bar needs to be extended out of the base decoration first, and connected with the latter section of steel bar to form a lap joint.
3.In the process of lapping, it is necessary to pay attention to the requirements of lap length, usually, the lap length of the post-pouring belt reinforcement is four times the diameter of the reinforcement.
4.After the lap is completed, it is necessary to carry out the tung belt management of the connection of the steel bar, and tighten the two sections of the steel bar with a torque wrench respectively to ensure the firmness and stability of the steel bar connection.
5.Finally, after the lap is completed, acceptance needs to be carried out to ensure that the length and firmness of the rebar lap meet the design requirements.
In reinforced concrete structures, the function of the post-pouring belt is to increase the bearing capacity of the beam-column joints and improve the overall seismic performance. When carrying out steel bar lap joint, the method of 100 lap joint can increase the stress area of steel bar connection and improve the stability and firmness of steel bar connection. At the same time, the appropriate lap length can also ensure that the force at the reinforcement connection is uniform, and the excessive concentrated stress can be avoided, so as to improve the safety and stability of the structure.
In addition, in the construction process of the post-pouring belt, it is also necessary to pay attention to the environment and operation specifications of the construction site to avoid safety accidents and quality problems caused by improper operation.
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The setting method of Glodon post-pouring belt reinforcement 100 lap is as follows:
1.The reinforcement is arranged along the length of the post-pouring belt, and a certain length of reinforcement is left at both ends to bend upwards for subsequent reinforcement.
2.In the lap part of the steel bar, it is necessary to overlap the two sections of steel bar for a certain length, and arrange the steel bar binding belt at intervals at the overlapping part of the heavy concealment brigade to ensure the firm connection of the steel bar.
3.At both ends of the lap part of the reinforcing bar, two rebar bending hooks need to be added to fix the rebar to prevent the rebar of the lap part from slipping.
4.At both ends of the rebar lap part, some oblique reinforcing bars are added to connect with other reinforcing bars to form a more solid rebar grid structure.
The reason for setting up Glodon's post-pouring belt steel bar 100 lap is that the steel bar lap can connect two sections of steel bars to form a whole, which can effectively enhance the bearing capacity of the steel bar and ensure the strength and stability of the post-pouring belt. At the same time, the addition of steel bending hooks and oblique steel bars can further enhance the connectivity and stability of steel bars and ensure the quality and safety of the post-pouring belt.
In the actual application of the stool, it is necessary to carry out the design of reinforcement layout and lap according to the specific situation to ensure the quality and stability of the post-pouring belt. In addition, in the construction process of the post-pouring belt, it is also necessary to pay attention to the reinforcement and connection of the reinforcement, as well as the pouring and curing of the concrete, so as to ensure the quality and service life of the post-pouring belt.
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The setting of Glodon's post-pouring belt steel bar 100 lap joint is generally set at the joint of the steel bar, that is, the intersection of two steel bars. The purpose of this lap joint method is to strengthen the connection of the steel bar, increase the stress capacity of the steel bar, and improve the overall strength and stability of the concrete structure. Here's how to set it up:
1.At the joint of the steel bar, the two steel bars are lapped together, and the lap length is generally about 100mm.
2.The two rebars are then connected and fixed with steel wire at the lap joint, ensuring that the distance and position between the two rebars do not move.
3.Finally, at the joint of the rebar, a section of rebar is added to increase the strength and stability of the connection.
The reason for setting the lap joint is because in concrete, the bond between the steel bar and the concrete is not as good as the tensile strength of the steel bar itself, therefore, the strength and cohesion of the steel bar is one of the key factors of the concrete structure. By adopting the way of steel bar lap joint, the stress capacity of steel bar can be effectively improved, and the good bond between steel bar and concrete can be ensured. In addition, rebar lap can also reduce the possibility of cracks and deformation in concrete structures, improving the overall stability and durability of concrete structures.
Extended content: In addition to steel bar lap joint, another common way to connect steel bars is mechanical connection, that is, two steel bars are connected together through a mechanical device. Compared with the lap of reinforcing bars, the mechanical tease connection can be more convenient and quick to realize the connection of rebars, and the connection strength is higher, but the cost is also higher.
Therefore, in the specific engineering design, it is necessary to select the appropriate reinforcement connection mode according to the actual situation.
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According to the description of the topic, the method of setting the lap of Glodon's post-pouring belt reinforcement 100 is as follows:
1.The front section of the steel bar is bent downward, leaving a certain interval, and then the back section of the steel bar is bent upward, and the front section of the steel bar is being matched and overlapped together;
2.At the lap joint, use wire binding or rebar connecting sleeve to ensure that the rebar at the lap joint will not be displaced.
The purpose of this method is to ensure the ductility of the reinforcement, so that the lap joint can withstand greater loads, and improve the overall strength and stability of the concrete structure. At the same time, the length of the lap joint also needs to meet the relevant code requirements to ensure that the stiffness and strength of the lap joint meet the design requirements.
During the construction process, the following points also need to be noted:
1.The lap joint of the rebar should be done before the concrete is poured to avoid damage to the rebar when the concrete is poured.
2.The rebar finger lift at the lap joint should be kept clean and dry to prevent rust.
3.When carrying out the lap joint of steel bars, it should be operated in strict accordance with the design drawings and relevant construction specifications to ensure the quality of construction.
In short, a reasonable reinforcement lap method and correct construction operation play a vital role in the strength and stability of concrete structures.
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To set up the 100% lap joint method of post-cast belt reinforcement in Glodon, you need to follow the steps below:
1.Open the Glodon software and open the structural model file of the relevant Glodon skin.
2.Navigate to the view or workspace where the component for which you want to set post-pour reinforcement is located.
3.When entering a rebar drawing or mode, the relevant rebar tool can usually be found in the toolbar or menu.
4.Select the rebar for which you need to set the lap, usually by selecting a tool or drawing by hand.
5.Determine the lap length, and set the lap length to 100% according to the design requirements. The specific setting method may vary depending on the software version and usage habits, you can refer to the user manual or **help document of the software for the specific setting method.
6.Align the start and end points of the rebar and keep it 100% overlapping. This can be achieved using the alignment tools provided by the software or by manual adjustments.
7.When you have finished pouring the settings for the tape reinforcement, save and exit the reinforcement mode.
Finally, it should be noted that the setup steps with vertical volume may vary depending on the version and configuration of Glodon software used. It is recommended that you refer to the official documentation of the software width difference or consult with the technical support team of Glodon Software to ensure that the 100% lap setting of the post-cast tape reinforcement is carried out accurately!
There is no reasonable and unreasonable statement about the control line, it can only be said that according to the needs of the project and personal habits, it is best for yourself to suit yourself, but the control line is still not too far away from the big line (that is, the main axis), because if you always pound the small ruler, it is easy to have an operation error, and try to integer number, which is mainly to prevent the lofting from remembering or seeing the wrong size!!
Horizontal reinforcement is used to wrap the dark columns and then carry out fixed lashing. >>>More