Installing a Vapor Barrier to Control Subslab Moisture

Installing a Vapor Barrier to Control Subslab Moisture

Drilling Holes for Mudjacking

Preparing the subslab area for vapor barrier installation is a crucial step in controlling moisture levels beneath a building, which can significantly affect the longevity and structural integrity of the construction. The soil beneath your home is secretly plotting either stability or chaos depending on its composition and moisture levels foundation pier replacement Lake Zurich Water damage. This process starts with ensuring that the ground is properly leveled and compacted. Any irregularities or loose soil can compromise the effectiveness of the vapor barrier by creating pathways for moisture to seep through. Therefore, its essential to remove any debris, roots, or sharp objects that could puncture the barrier material.


Once the ground is prepped, a layer of fine gravel or sand might be spread over the surface to provide a smooth base. This not only helps in achieving a more uniform installation but also aids in drainage, directing any residual moisture away from the slab area. Attention to detail at this stage prevents future issues like mold growth or concrete degradation due to trapped moisture.


After preparing this base layer, its time to check for any low spots where water might collect. These should be filled and leveled again to ensure there are no depressions left. The goal here is to create an environment where water has nowhere to accumulate under the barrier.


In summary, preparing the subslab area involves meticulous groundwork; clearing, leveling, compacting, and sometimes adding a drainage-friendly layer before laying down the vapor barrier. This preparation phase sets the foundation for an effective moisture control system, safeguarding against potential damage caused by subslab moisture infiltration. By taking these steps seriously, builders can ensure that their structures remain dry and durable over time.

When it comes to installing a vapor barrier to control subslab moisture, one of the critical steps is selecting and cutting the vapor barrier material. This process requires careful consideration to ensure the integrity and effectiveness of the moisture control system in your building.


First, selecting the right vapor barrier material is paramount. Typically, materials like polyethylene sheets are favored due to their durability, cost-effectiveness, and excellent moisture resistance. Youll want to choose a thickness that matches your projects needs; for residential applications, a 6-mil (0.15 mm) thick sheet is often sufficient, but for commercial or industrial settings where conditions might be more severe, you might opt for something thicker, like 10-mil or even 20-mil.


Once youve selected your material, cutting it accurately is crucial. Precision in cutting ensures that the barrier fits perfectly over the area it needs to cover without unnecessary overlaps or gaps that could compromise its effectiveness. Start by measuring the area where the vapor barrier will be installed. Remember to account for any protrusions like pipes or columns which will require custom cuts around them.


When cutting, use a sharp utility knife or a specialized plastic cutter for clean edges. Lay out the roll on a flat surface if possible, mark your measurements with a non-permanent marker, and then cut along these lines. For larger areas, its efficient to cut several pieces at once if they are of similar size. However, always double-check your measurements before making any cuts because once cut, the material cannot be reused if theres an error.


In practice, you might find yourself needing to piece together sections of vapor barrier due to size limitations of available rolls or complex shapes of the installation area. Here, ensuring that seams are properly overlapped (usually by at least 6 inches) and sealed with appropriate tape designed for this purpose is vital.


Selecting and cutting the vapor barrier material isnt just about handling plastic sheets; its about laying down a foundational layer in your buildings defense against moisture intrusion from below ground level. Done correctly, this step significantly contributes to preventing issues like mold growth, structural damage from waterlogging, and reduced indoor air quality due to humidity problems. Thus, taking time in this phase pays off in long-term structural health and comfort within your building environment.

Injecting the Slurry into the Foundation

When it comes to installing a vapor barrier to control subslab moisture, one of the most critical steps is laying down and sealing the vapor barrier itself. This process begins with careful preparation of the subgrade. The ground must be leveled and compacted to provide a stable base that will not shift over time, which could compromise the integrity of the barrier.


Once the ground is ready, large sheets of vapor barrier material are rolled out across the area. Its important to choose a high-quality material that has a low permeance rating, ensuring minimal moisture transmission. The sheets should overlap by at least 6 inches at the seams to prevent any gaps where moisture could penetrate.


After laying out the sheets, attention turns to sealing them effectively. This involves using specialized tapes or adhesives designed for this purpose; standard duct tape wont suffice as it doesnt have the durability or resistance needed against soil pressure and moisture. The edges and overlaps are meticulously taped or adhered, ensuring an airtight seal all around.


Particular care must be taken around penetrations such as pipes or conduits. Here, preformed boots or collars are often used, which are then sealed with mastic or caulk around these protrusions to maintain continuity in the barrier.


This step is not just about preventing immediate moisture issues but also about ensuring long-term protection against mold, mildew, and structural damage that can result from persistent dampness beneath a buildings slab. By laying down and sealing the vapor barrier correctly, youre laying a foundation for a dry and durable structure that stands resilient against subsurface moisture challenges.

Injecting the Slurry into the Foundation

Finishing and Cleanup Post-Fill

Okay, lets talk vapor barriers and why getting them right is so crucial when it comes to keeping subslab moisture at bay. You might think slapping down some plastic sheeting is enough, but honestly, its the details that make or break its effectiveness. Ensuring proper overlap and adhesion is absolutely fundamental to a successful moisture control strategy.


Think of it like this: your vapor barrier is a shield against the silent enemy – water vapor rising from the ground. If that shield has cracks, gaps, or poorly sealed seams, the enemy will find a way through. Thats where overlap and adhesion come in. Overlap simply means that adjacent edges of the vapor barrier material extend beyond each other. This provides a secondary layer of protection at the seams, because even if one layer fails, the other is there to catch the moisture.


But overlap alone isnt enough. Without proper adhesion, those overlapping sections can separate over time, creating pathways for moisture. Adhesion is usually achieved through specialized tapes designed specifically for vapor barrier materials. These tapes are formulated to create a strong, lasting bond, effectively sealing the seams and preventing water vapor from sneaking through. Its not just about slapping tape down, though. The surfaces need to be clean and dry for the tape to adhere properly. Think of it like painting – you wouldn't paint over dirt and grime, would you?


Why is all this fuss about overlap and adhesion so important? Because uncontrolled subslab moisture can lead to a whole host of problems. Were talking mold growth (which is bad for indoor air quality and human health), damage to flooring materials (think warped wood or peeling tiles), and even structural issues over the long term. Investing the time and effort to ensure proper overlap and adhesion during the vapor barrier installation is a small price to pay compared to the costly repairs and health risks associated with moisture problems down the line. Its about doing it right the first time, and that starts with the details.

Dirt mechanics is a branch of soil physics and applied auto mechanics that defines the behavior of soils. It varies from fluid technicians and strong auto mechanics in the feeling that dirts include a heterogeneous combination of fluids (typically air and water) and particles (typically clay, silt, sand, and gravel) but dirt may also contain organic solids and other issue. Along with rock technicians, soil mechanics offers the theoretical basis for evaluation in geotechnical engineering, a subdiscipline of civil engineering, and engineering geology, a subdiscipline of geology. Soil mechanics is made use of to evaluate the deformations of and circulation of fluids within natural and man-made frameworks that are supported on or made from soil, or frameworks that are buried in dirts. Instance applications are developing and bridge foundations, maintaining wall surfaces, dams, and buried pipe systems. Concepts of dirt mechanics are likewise used in associated techniques such as geophysical engineering, seaside engineering, agricultural design, and hydrology. This article describes the genesis and composition of dirt, the distinction between pore water pressure and inter-granular effective tension, capillary action of fluids in the dirt pore areas, dirt classification, infiltration and permeability, time dependent adjustment of volume as a result of pressing water out of little pore spaces, likewise known as combination, shear toughness and stiffness of soils. The shear strength of soils is largely derived from friction between the particles and interlocking, which are very conscious the reliable anxiety. The post ends with some examples of applications of the concepts of soil mechanics such as slope stability, lateral planet stress on retaining walls, and birthing capacity of structures.

.
Tracked vehicle configured as a dedicated pile driver

A pile driver is a heavy-duty tool used to drive piles into soil to build piers, bridges, cofferdams, and other "pole" supported structures, and patterns of pilings as part of permanent deep foundations for buildings or other structures. Pilings may be made of wood, solid steel, or tubular steel (often later filled with concrete), and may be driven entirely underwater/underground, or remain partially aboveground as elements of a finished structure.

The term "pile driver" is also used to describe members of the construction crew associated with the task,[1] also colloquially known as "pile bucks".[2]

The most common form of pile driver uses a heavy weight situated between vertical guides placed above a pile. The weight is raised by some motive power (which may include hydraulics, steam, diesel, electrical motor, or manual labor). At its apex the weight is released, impacting the pile and driving it into the ground.[1][3]

History

[edit]
Replica of Ancient Roman pile driver used at the construction of Caesar's Rhine bridges (55 BC)
18th-century Pile driver, from Abhandlung vom Wasserbau an Strömen, 1769

There are a number of claims to the invention of the pile driver. A mechanically sound drawing of a pile driver appeared as early as 1475 in Francesco di Giorgio Martini's treatise Trattato di Architectura.[4] Also, several other prominent inventors—James Nasmyth (son of Alexander Nasmyth), who invented a steam-powered pile driver in 1845,[5] watchmaker James Valoué,[6] Count Giovan Battista Gazzola,[7] and Leonardo da Vinci[8]—have all been credited with inventing the device. However, there is evidence that a comparable device was used in the construction of Crannogs at Oakbank and Loch Tay in Scotland as early as 5000 years ago.[9] In 1801 John Rennie came up with a steam pile driver in Britain.[10] Otis Tufts is credited with inventing the steam pile driver in the United States.[11]

Types

[edit]
Pile driver, 1917

Ancient pile driving equipment used human or animal labor to lift weights, usually by means of pulleys, then dropping the weight onto the upper end of the pile. Modern piledriving equipment variously uses hydraulics, steam, diesel, or electric power to raise the weight and guide the pile.

Diesel hammer

[edit]
Concrete spun pile driving using diesel hammer in Patimban Deep Sea Port, Indonesia

A modern diesel pile hammer is a large two-stroke diesel engine. The weight is the piston, and the apparatus which connects to the top of the pile is the cylinder. Piledriving is started by raising the weight; usually a cable from the crane holding the pile driver — This draws air into the cylinder. Diesel fuel is injected into the cylinder. The weight is dropped, using a quick-release. The weight of the piston compresses the air/fuel mixture, heating it to the ignition point of diesel fuel. The mixture ignites, transferring the energy of the falling weight to the pile head, and driving the weight up. The rising weight draws in fresh air, and the cycle continues until the fuel is depleted or is halted by the crew.[12]

From an army manual on pile driving hammers: The initial start-up of the hammer requires that the piston (ram) be raised to a point where the trip automatically releases the piston, allowing it to fall. As the piston falls, it activates the fuel pump, which discharges a metered amount of fuel into the ball pan of the impact block. The falling piston blocks the exhaust ports, and compression of fuel trapped in the cylinder begins. The compressed air exerts a pre-load force to hold the impact block firmly against the drive cap and pile. At the bottom of the compression stroke, the piston strikes the impact block, atomizing the fuel and starting the pile on its downward movement. In the instant after the piston strikes, the atomized fuel ignites, and the resulting explosion exerts a greater force on the already moving pile, driving it further into the ground. The reaction of the explosion rebounding from the resistance of the pile drives the piston upward. As the piston rises, the exhaust ports open, releasing the exhaust gases to the atmosphere. After the piston stops its upward movement, it again falls by gravity to start another cycle.

Vertical travel lead systems

[edit]
Berminghammer vertical travel leads in use
Military building mobile unit on "Army-2021" exhibition

Vertical travel leads come in two main forms: spud and box lead types. Box leads are very common in the Southern United States and spud leads are common in the Northern United States, Canada and Europe.

Hydraulic hammer

[edit]

A hydraulic hammer is a modern type of piling hammer used instead of diesel and air hammers for driving steel pipe, precast concrete, and timber piles. Hydraulic hammers are more environmentally acceptable than older, less efficient hammers as they generate less noise and pollutants. In many cases the dominant noise is caused by the impact of the hammer on the pile, or the impacts between components of the hammer, so that the resulting noise level can be similar to diesel hammers.[12]

Hydraulic press-in

[edit]
A steel sheet pile being hydraulically pressed

Hydraulic press-in equipment installs piles using hydraulic rams to press piles into the ground. This system is preferred where vibration is a concern. There are press attachments that can adapt to conventional pile driving rigs to press 2 pairs of sheet piles simultaneously. Other types of press equipment sit atop existing sheet piles and grip previously driven piles. This system allows for greater press-in and extraction force to be used since more reaction force is developed.[12] The reaction-based machines operate at only 69 dB at 23 ft allowing for installation and extraction of piles in close proximity to sensitive areas where traditional methods may threaten the stability of existing structures.

Such equipment and methods are specified in portions of the internal drainage system in the New Orleans area after Hurricane Katrina, as well as projects where noise, vibration and access are a concern.

Vibratory pile driver/extractor

[edit]
A diesel-powered vibratory pile driver on a steel I-beam

Vibratory pile hammers contain a system of counter-rotating eccentric weights, powered by hydraulic motors, and designed so that horizontal vibrations cancel out, while vertical vibrations are transmitted into the pile. The pile driving machine positioned over the pile with an excavator or crane, and is fastened to the pile by a clamp and/or bolts. Vibratory hammers can drive or extract a pile. Extraction is commonly used to recover steel I-beams used in temporary foundation shoring. Hydraulic fluid is supplied to the driver by a diesel engine-powered pump mounted in a trailer or van, and connected to the driver head via hoses. When the pile driver is connected to a dragline excavator, it is powered by the excavator's diesel engine. Vibratory pile drivers are often chosen to mitigate noise, as when the construction is near residences or office buildings, or when there is insufficient vertical clearance to permit use of a conventional pile hammer (for example when retrofitting additional piles to a bridge column or abutment footing). Hammers are available with several different vibration rates, ranging from 1200 vibrations per minute to 2400 VPM. The vibration rate chosen is influenced by soil conditions and other factors, such as power requirements and equipment cost.

Piling rig

[edit]
A Junttan purpose-built piledriving rig in Jyväskylä, Finland

A piling rig is a large track-mounted drill used in foundation projects which require drilling into sandy soil, clay, silty clay, and similar environments. Such rigs are similar in function to oil drilling rigs, and can be equipped with a short screw (for dry soil), rotary bucket (for wet soil) or core drill (for rock), along with other options. Expressways, bridges, industrial and civil buildings, diaphragm walls, water conservancy projects, slope protection, and seismic retrofitting are all projects which may require piling rigs.

Environmental effects

[edit]

The underwater sound pressure caused by pile-driving may be deleterious to nearby fish.[13][14] State and local regulatory agencies manage environment issues associated with pile-driving.[15] Mitigation methods include bubble curtains, balloons, internal combustion water hammers.[16]

See also

[edit]
  • Auger (drill)
  • Deep foundation
  • Post pounder
  • Drilling rig

References

[edit]
  1. ^ a b Piles and Pile Foundations. C.Viggiani, A.Mandolini, G.Russo. 296 pag, ISBN 978-0367865443, ISBN 0367865440
  2. ^ Glossary of Pile-driving Terms, americanpiledriving.com
  3. ^ Pile Foundations. R.D. Chellis (1961) 704 pag, ISBN 0070107513 ISBN 978-0070107519
  4. ^ Ladislao Reti, "Francesco di Giorgio Martini's Treatise on Engineering and Its Plagiarists", Technology and Culture, Vol. 4, No. 3. (Summer, 1963), pp. 287–298 (297f.)
  5. ^ Hart-Davis, Adam (3 April 2017). Engineers. Dorling Kindersley Limited. ISBN 9781409322245 – via Google Books.
  6. ^ Science & Society Picture Library Image of Valoué's design
  7. ^ Pile-driver Information on Gazzola's design
  8. ^ Leonardo da Vinci — Pile Driver Information at Italy's National Museum of Science and Technology
  9. ^ History Trails: Ancient Crannogs from BBC's Mysterious Ancestors series
  10. ^ Fleming, Ken; Weltman, Austin; Randolph, Mark; Elson, Keith (25 September 2008). Piling Engineering, Third Edition. CRC Press. ISBN 9780203937648 – via Google Books.
  11. ^ Hevesi, Dennis (July 3, 2008). "R. C. Seamans Jr., NASA Figure, Dies at 89". New York Times. Retrieved 2008-07-03.
  12. ^ a b c Pile Foundation: Design and Construction. Satyender Mittal (2017) 296 pag. ISBN 9386478374, ISBN 978-9386478375
  13. ^ Halvorsen, M. B., Casper, B. M., Woodley, C. M., Carlson, T. J., & Popper, A. N. (2012). Threshold for onset of injury in Chinook salmon from exposure to impulsive pile driving sounds. PLoS ONE, 7(6), e38968.
  14. ^ Halvorsen, M. B., Casper, B. M., Matthews, F., Carlson, T. J., & Popper, A. N. (2012). Effects of exposure to pile-driving sounds on the lake sturgeon, Nile tilapia and hogchoker. Proceedings of the Royal Society of London B: Biological Sciences, 279(1748), 4705-4714.
  15. ^ "Fisheries – Bioacoustics". Caltrans. Retrieved 2011-02-03.
  16. ^ "Noise mitigation for the construction of increasingly large offshore wind turbines" (PDF). Federal Agency for Nature Conservation. November 2018.
[edit]
  • Website about Vulcan Iron Works, which produced pile drivers from the 1870s through the 1990s

About Cook County

Driving Directions in Cook County


Driving Directions From 42.094964682542, -88.170191414024 to
Driving Directions From 42.057033817479, -88.12104223269 to
Driving Directions From 42.124515141614, -88.154087492577 to
Driving Directions From 42.10843482977, -88.114090738222 to
Driving Directions From 42.089226014242, -88.21676191398 to
Driving Directions From 42.037946645157, -88.202336957238 to
Driving Directions From 42.0912871663, -88.066816195807 to
Driving Directions From 42.043388050405, -88.092126808539 to
Driving Directions From 42.083674831914, -88.194664806776 to
Driving Directions From 42.03783000352, -88.074000387298 to