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How to Support a Concrete Wall with One-Sided Formwork Without Through-Wall Ties

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    The single-sided formwork transfers the lateral pressure generated by newly poured concrete from the formwork panel to the reinforcement support system, and then through the support system to the anchoring system; the anchoring system is fixed on the foundation or the base plate, thus achieving wall construction without through-wall tie rods.
    By relying on this force transfer path, construction units can complete concrete pouring with operations on only one side of the wall, while avoiding the wall having through-wall tie rod residual holes.
    This system is particularly suitable for basement exterior walls, retaining walls, subways, sewage treatment structures, and other projects where the working space is narrow and does not meet the conditions for traditional double-sided formwork.

    How does the single-sided formwork resist the lateral pressure of fresh concrete?

    In traditional wall formwork, through-wall tie rods connect the two sides of the formwork and help resist the lateral pressure generated by fresh concrete.

    However, in a single-sided formwork system, there is no opposing side formwork, so the load is primarily transferred through the following three parts:

    1. The formwork panel bears the lateral pressure generated by the fresh concrete;

    2. The single-sided bracket transfers the horizontal load downward through the support framework;

    3. The anchoring system ultimately transfers these forces to the base plate or the already completed foundation structure.

    Therefore, during concrete pouring, the bracket not only needs to resist horizontal displacement but also must resist the overturning moment generated by the system.

    The design of the anchoring system is particularly important because, in the case of high walls or faster pouring speeds, fresh concrete may generate significant lateral pressure.

    Lianggong's Single-side Bracket system mainly consists of formwork, single-sided brackets, and an anchoring system, forming a clear and complete load transfer system for single-sided wall construction.

    Why does single-sided formwork not require through-wall tie rods?

    Standard double-sided wall formwork usually connects the two sides of the formwork with through-wall tie rods, allowing both sides to jointly resist the pressure generated by concrete.

    However, in single-sided formwork, this constraint is borne by external brackets and the foundation anchoring system, thus eliminating the need for tie rods to pass through the newly poured concrete wall.

    This is particularly valuable for structures with waterproofing requirements.

    Traditional through-wall tie rods create holes in the wall, which usually require plugging and waterproofing after formwork removal. Eliminating through-wall tie rods can reduce such weak spots, help simplify waterproofing construction, and improve the overall waterproof continuity of basement walls and water storage structure walls.

    Lianggong also considers the elimination of through-wall tie rods as one of the important advantages of its single-sided bracket system in waterproof wall construction.

    In which projects is single-sided formwork typically used?

    When site conditions do not allow workers to install formwork on the back side of the wall, single-sided formwork is typically the most advantageous.

    Typical applications include:

    • Basement exterior walls

    • Retaining walls

    • Subways and underground structures

    • Sewage treatment plants

    • Deep foundation pit walls

    • Road and bridge slope protection

    • Concrete walls constructed adjacent to existing buildings or soil

    In these scenarios, there may be soil, foundation pit boundaries, rock walls, or existing buildings behind the wall, making it impossible to set up traditional double-sided formwork.

    Single-sided formwork allows the entire formwork and support system to be arranged on the operable side, thereby addressing the issue of insufficient construction space.

    How high can single-sided formwork pour concrete walls at one time?

    The allowable single pouring height depends on several factors, including:

    • Bracket structure type

    • Anchoring capacity

    • Formwork system strength

    • Concrete pouring speed

    • Fresh concrete lateral pressure

    • Project engineering calculation results

    Lianggong's truss-type Single-side Bracket can combine standard and elevated frames according to wall height, with a maximum single pouring height of 7.5 m.

    However, this does not mean that all projects are suitable for directly adopting the maximum pouring height.

    As the wall height increases, the load on the formwork, bracket, and anchoring system also increases. Therefore, before determining the actual pouring height, professional calculations need to be performed based on concrete lateral pressure, pouring speed, and site conditions.

    What is the difference between truss-type and inclined brace single-sided brackets?

    Lianggong's single-sided brackets mainly include two structural forms.

    Truss-type single-sided bracket

    The truss-type system can combine standard and elevated frames based on actual wall height.

    This structure is more suitable for higher walls and construction environments with high support capacity requirements, and can achieve a larger single concrete pouring height.

    Inclined brace single-sided bracket

    The inclined brace system uses a relatively simplified support structure, which is more beneficial for:

    • Quick installation

    • Quick disassembly

    • Transportation

    • Storage

    • On-site turnover

    When selecting, wall height, concrete lateral pressure, site space, lifting conditions, transportation requirements, and expected turnover times should be comprehensively considered.

    Can single-sided formwork improve wall waterproof performance?

    Yes. Because there is no need to set through-wall tie rod holes, single-sided formwork can significantly simplify waterproof wall construction.

    Therefore, this system is particularly suitable for:

    • Basement exterior walls

    • Water treatment structures

    • Underground facilities

    • Retaining structures affected by groundwater

    However, the final waterproof effect does not solely depend on the formwork system.

    The overall waterproof performance of the wall is also related to the following factors:

    • Concrete quality

    • Construction joint design

    • Waterstop

    • Rebar joint design

    • Concrete curing

    • External waterproof system

    Therefore, formwork selection is just an important part of the overall waterproof design.

    What parameters should contractors confirm before purchasing single-sided formwork?

    Professional single-sided formwork exporters should not just quote and select based on wall height when making a plan.

    Contractors are best to provide the following project information:

    • Wall height and thickness

    • Total wall length

    • Concrete pouring speed

    • Concrete mix ratio and temperature

    • Foundation or base plate structure information

    • Available anchoring positions

    • Formwork panel type

    • Crane capacity

    • On-site construction space

    • Target construction cycle

    Among them, anchoring force and bracket spacing are engineering parameters that need to be determined according to the actual project situation, rather than fixed values.

    Providing accurate construction drawings to suppliers helps design a safer and more economical single-sided formwork solution.

    Conclusion

    Single-sided formwork does not require through-wall tie rods, mainly relying on formwork panels, single-sided brackets, and foundation anchoring systems to safely transfer the lateral pressure generated by fresh concrete to the bottom structure.

    Its main advantages include:

    • Concrete wall construction can be completed in environments where only single-sided construction is possible

    • Reducing wall perforations and improving the continuity of waterproof structures

    • Effectively transferring lateral pressure generated by fresh concrete

    • Suitable for underground and narrow construction environments

    • Capable of meeting construction needs for basements, retaining walls, subways, etc.

    For basement walls, retaining structures, subway engineering, and other high lateral pressure wall construction projects, single-sided formwork systems should be specially designed based on wall height, concrete pressure, anchoring capacity, and site conditions, rather than just selected based on bracket size.

    Frequently Asked Questions

    Can concrete walls be poured without through-wall tie rods?

    Yes. A reasonably designed single-sided bracket system can transfer concrete lateral pressure to the base plate or foundation anchoring points, eliminating the need for tie rods to pass through the wall.

    Why are single-sided formworks often used for basement walls?

    Because the back of the basement exterior wall usually has limited space, even close to soil or retaining structures, making it impossible to install the other side formwork. Single-sided formwork can complete installation and support entirely from the operable side.

    Does single-sided formwork require an anchoring system?

    Yes. The anchoring system is an important part of the single-sided formwork, used to transfer concrete lateral pressure and prevent the bracket from sliding or overturning.

    What is the maximum pouring height of Lianggong's single-sided bracket?

    Lianggong's truss-type single-sided bracket can reach a maximum single pouring height of 7.5 m, but the actual height still needs to be designed according to engineering conditions.

    Is single-sided formwork suitable for retaining wall construction?

    Yes. Especially when the boundary of the foundation pit, soil, or existing structures prevent simultaneous formwork on both sides of the wall, single-sided formwork is a common solution.

    References