Structural integrity and longevity of a strip foundation are contingent upon the reinforcement of its corners during construction. Corner reinforcement aids in preventing shifting and cracking, two common problems in foundation construction. To reinforce these important areas, a variety of techniques and materials are employed.
Stirrups or corner bars are one of the main forms of reinforcement used at the corners of a strip foundation. Usually composed of steel, these are positioned vertically at the corners where two walls that are perpendicular to one another meet. The corner bars or stirrups aid in the distribution of tensile forces at the corners, improving the foundation’s resistance to both internal and external stresses.
Steel rebars are one of the materials used to reinforce corners because they are robust and corrosion-resistant. These reinforcing bars are positioned thoughtfully at each corner and fastened firmly to the foundation’s horizontal reinforcement bars. To effectively reinforce the corners without creating irregularities or weak points in the concrete, these bars must be placed and tied correctly.
Inaccuracies in strip foundation corner reinforcement can eventually result in serious structural problems. Frequent errors include using insufficient or low-quality materials, tying rebars inadequately, and positioning reinforcement bars incorrectly. These mistakes may weaken and damage the foundation, necessitating expensive repairs or possibly structural collapse.
Strip foundations can be made strong, stable, and resistant to the forces they will encounter throughout their lifespan by builders by using the right materials and techniques and by understanding the importance of proper corner reinforcement. This method improves the building’s structural integrity while also enhancing its long-term stability and safety.
Types of Reinforcement | Materials Used |
1. L-shaped Rebars: | Steel rebars bent at a right angle, placed vertically and horizontally at corners. |
2. Stirrups or Links: | Small steel bars bent into U-shapes, used to bind vertical and horizontal rebars together. |
3. Corner Brackets: | Metallic brackets that hold rebars in place, ensuring proper alignment and stability. |
Common Errors to Avoid | |
1. Improper Placement: | Rebars placed too far from the corner or not anchored correctly can weaken the foundation. |
2. Insufficient Cover: | Rebars too close to the surface can corrode or fail to provide adequate reinforcement. |
3. Using Incompatible Materials: | Using rebars of different types or materials that are not compatible can lead to structural issues. |
- Why do you need to reinforce a strip foundation
- How to make the right reinforcing frame
- Types of angles
- Reinforcement materials
- Survey during dressing
- Incorrect reinforcement of corners
- Reinforcement options
- U-shaped laying
- "Leg" and overlap connections
- Using an L-shaped clamp
- Correct reinforcement of the corners of a shallow strip foundation
- How to properly reinforce corners
- Errors when tying reinforcement at the corners:
- How to properly tie reinforcement
- Useful tips for proper installation of reinforcement
- The process of reinforcing corners
- Basic provisions for proper reinforcement
- How to correctly calculate the metal reinforcement frame
- Metal frame manufacturing algorithm
- Nuances of additional reinforcement of corners
- Rules of good construction
- Reinforcement of obtuse angles
- First method
- Second method
- Video on the topic
- TOP-5 foundation reinforcement mistakes – How to properly reinforce the foundation?
- How to ruin a FOUNDATION? | Typical mistakes in REINFORCEMENT of the foundation
- HOW TO REINFORCEMENT CORNERS
- HOW TO REINFORCEMENT THE CORNERS OF A STRIP FOUNDATION
- Correct reinforcement of foundation corners using L-shaped elements
Why do you need to reinforce a strip foundation
The characteristics of building materials explain why a strip foundation on regular soil or on loam in the corners needs to be reinforced. The concrete material lacks the necessary plasticity and durability to tolerate stretching and other loads acting on different portions of the foundation, particularly in the case of uneven loads resulting from soil heaving, temperature fluctuations, moisture, and other factors.
Zones of tension and compression develop in the concrete structure as a result of deformation. Furthermore, tension breaks down concrete if it can withstand compression. Reinforcement is required to counteract this load. Tensile loads are taken up by a metal frame that is inserted inside the concrete structure.This greatly strengthens the material and increases the service life of the entire structure.
The tape’s corner and the junction points are the most crucial structural elements because they bear more weight than the longitudinal sections and thus require extra attention when strengthening.
How to make the right reinforcing frame
A long service life and the overall structure’s operational characteristics are contingent upon the proper reinforcement of critical structural elements. As a result, you can only complete everything on your own after closely reviewing the guidelines and requirements and paying close attention to every step. If not, it is preferable to leave the work to the experts.
- The reinforcement bars in the corners must be tied with a distance between the bars equal to 50-80 centimeters.
- The distance between the longitudinal reinforcement belts is 50 centimeters, their number is calculated in each individual case.
- On both sides of each corner, 3-4 belts are installed transversely, with a step of 0.5 from the main one. The same is done in the corners.
- The diameter of the working reinforcement should be 1-2 centimeters, the diameter of additional rods can be 4-10 millimeters.
- Strict adherence to the sequence of work: first, vertical rods are driven into the ground, then horizontal ones are welded to the vertical rods from above and below.
- It is advisable not to make joints in the corners, it is necessary to use bent rods, it is better not to make joints at all on straight sections, if a joint is made, then only by the overlap method with the following parameters: 50 rod diameters for M200 concrete, 40 for M250, 35 for M300. Joining longitudinal reinforcement vertically is only possible with a minimum spacing of 60 centimeters or 1.5 of the total overlap length.
- The main methods of joining materials: welding, overlapping, using mechanical devices. Knitting reinforcement at the corners of a strip foundation is carried out exclusively using special wire.
- To form a protective concrete layer at least 5 centimeters thick after pouring, special devices are used – "frogs" or "chairs" are installed at the bottom, "stars" on the sides.
Types of angles
Determine the type of angle, arrange the work, and choose the materials appropriately before tying the corners. Obtuse angles are easy to tie, while sharp angles are the most challenging.
1. Straight—this is the most typical. can have an L or T shape.
2. Arbitrary and obtuse (bay windows). Working with extended angles up to 160 degrees is simple: reinforcement is positioned from the outer to the inner side, doubling the crossbar frequency compared to the remainder of the foundation’s length, and then tied. Installation of vertical rods is necessary for angles between 90 and 160 degrees.
3. Sharp: extremely difficult to work with, seldom seen in private low-rise construction.
Reinforcement materials
Only premium reinforcement with a diameter of 10–20 millimeters is chosen to reinforce the corner and the area next to a shallow-buried foundation. Smooth rods with a diameter of 8 to 12 millimeters are acceptable for transverse and vertical structural parts, and wire with a cross-section of 0.8 to 1.2 millimeters is acceptable for knitting. The rods have to be long (to minimize joints), smooth, corrugated, and free of significant rust and corrosion.
Remedials permit the following uses:
- Allowing the connection of parts in concrete and reinforced concrete structures using welding (index C in the marking).
- Resistance to corrosion, which may appear in the concrete composition (indicated in the marking letter K).
- Resistance and strength when fixing parts with knitting wire-usually such rods are made of 35GS steel, class A-2 and A-3. With arc welding, they are not connected.
Crushed stone or gravel, sand, water, and cement of the M200, M300, and M400 brands are used to prepare the solution. Based on the tasks and operation features, the proportion is computed.
Survey during dressing
The parameters of the reinforcement and the structure of the structure in which it is installed determine the type of connection that should be used. metal rods bent on a special machine or in a vice.
- Line – the least desirable, the combination of two reinforcing rods in the corners of these methods is relevant only for small buildings. It is performed by simple overlap of rods with subsequent dressing using wire. It is important to ensure maximum stiffness to avoid shifts when pouring concrete.
- Hook – a bend of 180 degrees so that the end is adjacent to the main part of the rod.
- Foot – the end of the rod is bent at right angles.
- Loop – the rod is folded in half, the loop is in the corner.
- By welding crossbars.
- With additional use of a steel angle or washer.
The final two techniques are limited to welding longitudinal reinforcement anchoring. Only rods with differing diameters can be used for lag and direct anchoring.
For a strip foundation to be structurally sound and long-lasting, it is imperative that the corners be reinforced. This article examines the different approaches and resources that are used to reaffirm these important ideas. Every method has its benefits and drawbacks, from more modern methods involving corner pieces and specialty connectors to more conventional ones like adding extra rebar at the corners. Typical mistakes, like incorrect material selection or inadequate placement, can weaken and unstable foundations. Builders can strengthen a strip foundation’s corners and increase its resistance to shifting soils and structural stresses by being aware of these techniques and avoiding common pitfalls.
Incorrect reinforcement of corners
Because reinforcing the corners of a strip foundation is a complex task, it is not surprising that craftsmen make similar mistakes during the process. Calculation errors, material cost savings, and attempts to complete tasks more quickly and easily typically result in major issues, at the very least causing the building to deform and crack, and at worst causing it to collapse.
Reinforcement options
In order to properly reinforce corners, connections with varying strengths must be formed for each section of the wall, and mandatory anchoring must be used. After all, significant loads continuously test corners and abutments, which is why they need to be as rigid as possible.
It is not possible to just tie the longitudinal rods directly; doing so will not give the structure the necessary strength. This kind of reinforcement is available in three different methods.
The primary techniques for reinforcement are:
U-shaped laying
At intersections and corners, unique U-shaped components are utilized. The element’s length is at least 50 times the longitudinal rod’s diameter, and its width is the same as the frame’s width. Two elements are installed in each corner, where the elements are tied to the main longitudinal rods with the open part of the side U pointing toward the corner (for each horizontal level). One junction per level is adequate at the junctions.
"Leg" and overlap connections
The free end is bent to ensure rigidity, and a paw is used to tie the internal reinforcement to the external ligament and the horizontal with an overlap. Three-eighths of the foundation height is the ratio used to calculate the pitch of the transverse corner and vertical reinforcement. The foot should measure three to five centimeters in length.
Using an L-shaped clamp
The step is ¾ of the foundation’s height, and the external and internal longitudinal frames are joined by additional transverse elements. The internal longitudinal bars are firmly fastened to the external longitudinal bars with an overlap. The overlap connection’s length is equivalent to fifty horizontal bar diameters.
Correct reinforcement of the corners of a shallow strip foundation
- The frame is located at a distance of 5 centimeters from the foundation.
- The connections are made with reinforcement bent at 90 degrees, without welding. Fastened on straight sections with wire.
- It is imperative to lay a cushion of sand and gravel on the bottom of the trench, which will ensure sufficient strength of the foundation.
Different layers of the frame bear different loads, with the corner typically experiencing the highest concentration of stress. Furthermore, the primary goal of reinforcement is to guarantee that the steel rods evenly and fully assume these loads. Furthermore, the concrete will quickly delaminate and develop chips and cracks, and the foundation will simply become a collection of disconnected, nonsensical pieces if the metal rods are positioned incorrectly or have breaks in them.
As a result, everything needs to be done precisely and there shouldn’t be any room for the common occurrence of simple rod ends crossing at designated locations in construction practice.
How to properly reinforce corners
Draw the frame first. Include the important parameters and indicators, write down the main values, and calculate the minimum amount of reinforcement needed for the calculation. Next, carry out the assignment.
- Fix the vertical rods at intervals of 60 centimeters.
- Fasten the horizontal power rods with knitting wire at the top and bottom of the contour at the points of their intersection.
- Reinforce the zones that are in the middle of the spans with additional rods.
Errors when tying reinforcement at the corners:
- The reinforcement is simply crossed in the corners, fastened with wire. This is wrong, although the scheme is quite common.
- In the corners, the rods are bent, but not anchored. So, SP 50-101-2004 says that collective-owned and monolithic foundations should be rigidly connected cross-tied ribbons. A regular cross connection is a break at the bend, which will not provide sufficient rigidity. In places of overlap, the rods can be connected only in the specified ways: mechanically with couplings, welding, without welding (overlapping corrugated rods with straight ends, with transverse or welded rods, with bends at the ends).
- Using only one strapping circuit.
- Using two circuits without properly fastening them together.
- Lack of structural connection between the reinforcement cage and the base of the foundation.
- In the corners of the building, the rods were connected by welding, ignoring other connection methods.
How to properly tie reinforcement
The following equipment is used to knit reinforcement into the corners of the strip foundation: rods, gas or electric welding machines, grinders, and so on. Everything is first calculated; this includes the diameter of the rods, the number of rods, and the tying techniques. Strengthening the sole is given special consideration when constructing the facility’s structure.
Weld two contours, one of which is five centimeters indented from the foundation trench’s outer edge. The distance between the second and the inner edge is the same. Welding joints ought not to be located at corners. Heat the bending points, bend the reinforcement at a straight angle, and only use welding in areas with relatively light loads.
Install vertical rods in the corners after lowering the structure into the trench. The contours are welded to the vertical posts using pins pushed deeply into the ground. Additionally, the upper portion of the foundation should consist of two contours.
It’s important to understand the different kinds of ligaments before tying the reinforcement. In this situation, simple connections are inappropriate. It is essential to use bent components that extend 60–70 centimeters past the corner and continue the frame’s longitudinal rods. If the rod’s length proves insufficient, it can be secured using clamps whose sides match the reinforcement’s minimum diameter of fifty.
Useful tips for proper installation of reinforcement
- The distance between vertically located rods up to 20 millimeters should be equal to 50-80 centimeters.
- It is necessary to use working steel rods with a diameter of 1-2 centimeters, additional elements should be in a section of at least 4-10 millimeters.
- It is advisable to use non-metal linings that will fix the frame at the required distance from the ground and nearby structures.
- Horizontally located rods are mounted exclusively in a bent form.
- Butt jointing is prohibited.
The process of reinforcing corners
Because the corners of the strip foundation support the majority of the weight, the quality and accuracy of the reinforcement directly affects the strip foundation’s durability and ability to withstand deformations. Building codes and indicators serve as the basis for the guidelines for carrying out work.
Basic provisions for proper reinforcement
- Maximum loads go to the longitudinal part of the strip foundation – these areas are reinforced with the thickest rods with a cross section of up to 15 millimeters.
- The soil density directly affects the rigidity and quality of reinforcement (especially difficult when the soil is loose, unstable, clayey): a strip foundation on loam should be made with maximum rigidity characteristics from a larger layer of large-section rods.
- The rods should be ribbed, with good adhesion to the concrete mixture.
- The corners are reinforced more carefully than the walls and junctions.
How to correctly calculate the metal reinforcement frame
- The frame should be at least 5 centimeters from the edge of the base.
- The lower rods cannot be located below the ground level by more than 5 centimeters.
- A distance of 50-80 centimeters is maintained between the vertical posts.
- The diameter of the supporting rods of the support is 10-20 millimeters, additional ones – 4-10 millimeters, wire for knitting – less.
It is essential to create a diagram and draw a drawing before beginning work. By doing this, the most frequent errors can be avoided.
Metal frame manufacturing algorithm
First, insert load-bearing rods with a diameter of 10–20 mm into the ground in 50–60 cm increments. Weld the load-bearing rods vertically from the bottom and top, and then weld extra working rods in increments of 8 to 10 cm.
Nuances of additional reinforcement of corners
- Welding at the joints of the structure is unacceptable, and straight sections are not fastened this way – it is better to knit.
- At the corners, the rods are welded slightly at an angle, bending them in advance.
- Cross fastenings to strengthen the strip foundation at the joints of the walls are not allowed.
- Additional fastening of each rod with bent reinforcement is recommended.
- All reinforcement should turn into a monolithic structure of frame rods, and not an assembly of individual blocks.
Rules of good construction
Only premium materials with the required physical properties are utilized when doing work. Since the foundation serves as the building’s base and the longevity of the entire structure depends on its dependability, it is the foundation that demands the use of the best materials.
Depending on the shape of the frame, you must be able to apply various connections correctly. While welding is required in some areas, knitting is required in others. In any case, you can’t just do it at random. To prevent joints and delamination that weaken the base, the frame can be lowered into a completed pit and filled with concrete all at once.
Bent rods are inserted diagonally, or at an angle to the main grid, at the wall joints to provide the foundation the necessary solidity. This enables you to attain the required qualities of strength and dependability.
Reinforcement of obtuse angles
Angles greater than ninety degrees may be seen when laying the foundation for a complex configuration. They employ two different kinds of reinforcement structures and are strengthened in compliance with specific schemes.
First method
At a predetermined angle, the outer longitudinal reinforcement is bent. Similar bending is done to longitudinal internal rods before they are fastened to the longitudinal outer section of the frame. The longitudinal inner rod’s bent portions must all have at least 50 diameters larger than the main rods.
Second method
Additional bent elements—which are already prepared and match the necessary angle—are used to accomplish this. The shoulder of the curved element needs to be at least 50 times the diameter of the longitudinal rods. Depending on the type of cement used to prepare the solution, the overlap in the tying can range from 35 to 50 values in the reinforcement section.
The stability and longevity of any structure depend on the strip foundation’s corners being adequately reinforced. The foundation’s resistance to loads and cracking can be greatly increased by employing the right materials and methods.
There are numerous widely used techniques for strengthening foundation corners. Using steel reinforcing bars, or rebar, is one practical strategy. To create a sturdy framework, these bars are arranged around the corners in a grid pattern and fastened together firmly. By distributing the load more fairly, this reinforcement lowers the possibility of a structural failure.
The selection of materials is a crucial factor as well. The strength and longevity of the foundation can be increased by using high-quality concrete combined with the right aggregates and additives. Maintaining adequate consolidation and curing during the pouring process also adds to the structure’s overall strength.
Even with the significance of appropriate reinforcement, mistakes can happen when building. Frequent errors include misaligning the corners, not covering enough concrete over the reinforcement, and placing the rebar incorrectly. Over time, these mistakes may erode the foundation’s strength and capacity to support the building.
To sum up, strengthening a strip foundation’s corners requires careful planning, exact execution, and adherence to industry best practices for concrete construction. Builders can guarantee that the foundation offers a solid and dependable base for the structure above by using high-quality materials, adhering to installation guidelines, and avoiding frequent mistakes. This method improves the building’s overall long-term resilience in addition to its structural integrity.