Adjustable End Section for Pier

Description

TECHNICAL FIELD

The present disclosure generally relates to pier structures, and more particularly to adjustable pier designed to accommodate environmental changes.

BACKGROUND

Traditional pier structures are often rigidly connected to the shoreline, making them susceptible to damage from environmental factors such as ice expansion, fluctuating water levels, and other seasonal changes. In colder climates, the formation and expansion of ice around the pier can exert significant lateral and vertical pressures, leading to structural damage or complete failure of the pier. These issues are particularly challenging in environments where the water surface undergoes significant seasonal variations, requiring the pier to adapt dynamically to changing conditions.

Conventional solutions, such as fixed piers or simple modular systems, generally lack the necessary adaptability to manage these environmental stresses effectively. As a result, they often require frequent maintenance, repairs, or even replacement, leading to increased costs and reduced usability. Furthermore, existing pier designs do not adequately address the issue of ice damage, which is a common cause of structural failure in colder regions.

Others have attempted to develop piers that can adapt to changing environmental conditions. For example, WO2016009104A1 describes a pier that is pivotably designed to accommodate changes in water levels and respond to various environmental conditions. Although WO2016009104A1 provides some degree of adjustability, it primarily focuses on vertical movements to adapt to water level changes without addressing the effects of lateral ice-induced stress. Consequently, the pivotable adjustments disclosed in WO2016009104A1 fail to provide a comprehensive solution for piers exposed to ice pressure and other lateral forces that can compromise structural integrity.

It can therefore be seen that a need exists for an adjustable pier that not only accommodates changes in water levels but also effectively manages forces caused by ice expansion and contraction. Such a pier should provide improved durability and resilience, reducing the likelihood of structural damage and minimizing maintenance costs in environments where ice and water level fluctuations are prevalent.

SUMMARY

In accordance with one aspect of the disclosure, an adjustable end section for a pier is disclosed, comprising: a first section configured to attach to a frame section of the pier; a second section configured to connect to a shoreline; and a plurality of connecting rods extending from the first section and configured to engage with a corresponding plurality of receiving rods extending from the second section.

In accordance with another aspect of the disclosure, a pier is disclosed comprising: a frame section; a support structure supporting the frame section; and an adjustable end section connecting the frame section to a shoreline that allows for adjustment of the frame section relative to the shoreline in response to environmental changes.

In accordance with another aspect of the disclosure, a method of assembling a pier on a water surface is disclose, comprising: providing a frame section and a support structure; attaching the support structure to the frame section; positioning the support structure on the water surface; connecting an adjustable end section to the frame section, wherein the adjustable end section comprises a first section configured to attach to the frame section and a second section configured to attach to a shoreline; aligning the first section with the second section by inserting connecting rods from the first section into corresponding receiving rods on the second section, allowing the adjustable end section to respond to changes in the shoreline and water surface levels; and securing the first section of the adjustable end section to the shoreline forming a pier that adapts to environmental conditions.

These and other aspects and features of the present disclosure will be better understood upon reading the following detailed description when read in conjunction with the accompanying drawings.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective view of a pier, according to an embodiment of the disclosure.

FIG. 2 is a top front view of the pier extending over the water, according to an embodiment of the disclosure.

FIG. 3 is a top rear view of the pier extending from the shore and over the water, according to an embodiment of the disclosure.

FIG. 4 is a perspective view of the adjustable end section of the pier of FIG. 1, according to an embodiment of the disclosure.

FIG. 5 is an isometric view of a first section of the adjustable end section, according to an embodiment of the disclosure.

FIG. 6 is a cross section view of the first section of FIG. 5 taken along line 6—6, according to an embodiment of the disclosure.

FIG. 7 is a top view of the first section of the adjustable end section of FIG. 5 taken along line 7—7, according to an embodiment of the disclosure

FIG. 8 is a cross-section of a first side of the first section of the adjustable end section of FIG. 6 taken along line 8—8, according to an embodiment of the disclosure.

FIG. 9 a top cross-section view of the pier proximate the shore is shown, according to an embodiment of the disclosure.

FIG. 10 is a flow-chart of a method of assembling a pier near a shore, according to an embodiment of the present disclosure.

The figures depict one embodiment of the presented invention for purposes of illustration only. One skilled in the art will readily recognize from the following discussion that alternative embodiments of the structures and methods illustrated herein may be employed without departing from the principles described herein.

DETAILED DESCRIPTION

Referring now to the drawings, and with specific reference to the depicted example, a pier 100 is shown, illustrated as an exemplary adjustable pier. Piers are structures designed to extend over bodies of water, providing access and support for various activities such as docking, fishing, or leisure. While the following detailed description describes an exemplary aspect in connection with the pier 100, it should be appreciated that the description applies equally to the use of the present disclosure in other piers, including, but not limited to, docks, boardwalks, gangways, jetties, and other waterfront structures.

Referring to FIG. 1, a perspective view of a pier 100 is shown according to an embodiment of the disclosure. The pier 100 is supported by a plurality of support structures 102, which provide stability and alignment over varying terrain. The pier 100 includes a frame structure 104 and an adjustable end section 106. The frame structure 104 is configured to maintain structural integrity across the span of the pier 100, supporting both the adjustable end section 106 and the loads imposed on the pier 100 during use. The adjustable end section 106 is designed to accommodate environmental changes, such as fluctuating water levels or ice pressure, by allowing for controlled movement at the pier 100's connection point with the shore.

The frame structure 104 of the pier 100 is further equipped with fascia boards 108 that are attached along the frame structure 104. These fascia boards 108 serve both an aesthetic and functional purpose, providing a clean and finished appearance to the pier while also offering protection to the underlying structural components. The fascia boards 108 are designed to cover the edges of the frame structure 104, shielding it from environmental elements such as water, ice, and debris, which could cause wear over time.

Turning to FIG. 2, a top front view of the pier 100 extending over the water 202 is depicted according to an embodiment of the disclosure. The pier 100 is shown extending over the water surface 202, highlighting the interface between the adjustable end section 106 and the shoreline 200. The support structures 102 are placed to ensure that the pier 100 remains stable even under varying environmental conditions. The frame structure 104 ensures that the pier 100 maintains its alignment and load-bearing capacity across its length. The adjustable end section 106 can be configured to align with the shoreline 200 or a concrete anchor, allowing the pier 100 to adapt to changing water levels while minimizing stress on both the pier 100 and the shore 200.

Referring now to FIG. 3, a top rear view of the pier 100 extending from the shore 200 and over the water 202 is shown according to an embodiment of the disclosure. The adjustable end section 106 is attached to the shoreline 200 and extends into the water 202, demonstrating how the pier 100 may integrate with the existing shoreline infrastructure. The support structures 102 provide additional stability, ensuring that the pier remains securely in place, regardless of changes in water level or other environmental factors. The frame structure 104 serves to reinforce the pier 100, distributing loads evenly and maintaining the overall integrity of the structure.

Referring now to FIG. 4, a perspective view of the adjustable end section 106 of the pier 100 is shown according to an embodiment of the disclosure. The adjustable end section 106 includes a first section 400 and a second section 402. The first section 400 is configured to interface with the existing pier frame structure 104 while the second section 402 extends toward the shoreline 200. A plurality of connecting rods 404 protrudes from the first section 400 and is designed to engage with a corresponding plurality of receiving rods 406 located on the second section 402. This configuration allows for secure attachment and alignment between the two sections, enabling the adjustable end section 106 to accommodate variations in shoreline positioning or environmental conditions, as well as shifts in the shoreline during ice and thawing periods.

Additionally, the first section 400 is equipped with a front 408, a side 410, and a plurality of adjustment slots 412 provided on the side 410, to allow for fine-tuning or adjusting the position and orientation of the adjustable end section 106 relative to the pier 100 and shoreline 200. The plurality of adjustment slots 412 may be positioned along the side 410. There may be two sides 410 extending from the front 408 of the first section 400. The side 410 may be configured with any length and height to accommodate the height, width, and quantity of the plurality of adjustment slots 412 disposed along the side 410.

Referring to FIG. 5, a rear perspective view of the first section 400 of the adjustable end section 106 is shown according to an embodiment of the disclosure. The plurality of connecting rods 404 extends from the first section 400, ready to engage with the receiving rods 406 on the second section 402. These connecting elements ensure a stable and secure connection between the first section 400 and the second section 402, accommodating environmental factors that may affect the pier 100.

Referring now to FIG. 6, a cross-sectional view of the first section 400 of the adjustable end section 106 taken along line 6—6 of FIG. 5 is shown, according to an embodiment of the disclosure. This cross-sectional view illustrates the internal arrangement of the first section 400 and its relationship with the frame structure 104. The cross-section illustrates the connecting rods 404 are attached to the first section 400, providing a mechanism for attaching to the second section 402. The cross-section also highlights the integration of the first section 400 with the pier 100’s overall structure, ensuring that the adjustable end section 106 can withstand the forces exerted by environmental factors such as ice pressure or fluctuating water levels.

Referring to FIG. 7, a top view of the first section 400 of the adjustable end section 106 is shown, according to an embodiment of the disclosure. This top view provides a clear illustration of the spatial relationship between the connecting rods 404 and the receiving rods 406 on the second section 402. The alignment of these elements ensures that the first section 400 and second section 402 can be easily and securely connected, maintaining the structural integrity of the pier 100. The design allows for a precise and stable connection, accommodating shifts in the shoreline 200 or adjustments required during installation.

Referring now to FIG. 8, a cross-section of a side 408 of the first section 400 of the adjustable end section 106 taken along line 8—8 of FIG. 7 is shown, according to an embodiment of the disclosure. This cross-sectional view illustrates the plurality of adjustment slots 412 placed along each side 408 of the first section 400. These plurality of adjustment slots 412 are evenly spaced along the length of each side 408 and are designed to allow precise alignment and secure attachment of the first section 400 to the pier’s frame structure 104 and the second section 402 of the adjustable end section 106. The plurality of adjustment slots 412 located on each side 408 of the first section 400 may engage with the pier 100, such as via the frame structure 104 which may engage with one of the plurality of adjustment slots 412.

The plurality of adjustment slots 412 enable the adjustable end section 106 to accommodate movements that occur in the water surface 202 during different environmental conditions. For instance, fluctuations in water levels due to tides, seasonal changes, or storms can impose significant stresses on a pier structure. The plurality of adjustment slots 412 allow for the second section 402, which may be attached to the frame structure 104, to be repositioned in response to these changes, maintaining the pier 100's stability and preventing damage that could arise from rigid, non-adjustable connections.

In particular, the ability to adjust the position of the first section 400 along the plurality of adjustment slots 412 ensures that the adjustable end section 106 can adapt to the dynamic forces exerted by the water surface 202. During high water levels or ice formation, the pier 100 may need to flex or shift slightly to avoid undue stress on the connections. The plurality of adjustment slots 412 provide the necessary flexibility, allowing the pier to move and adjust while remaining securely attached to the shoreline 200 or the concrete anchor. This adaptability supports maintaining the integrity of the pier 100 over time, particularly in environments subject to significant environmental variations.

Referring now to FIG. 9, a top cross-section view of the pier 100 anchored proximate the shore 200 is shown, according to an embodiment of the disclosure. The design of the pier 100 is configured to ensure that even as adjustments are made, the connection between the first section 400 and the second section 402 remains robust and secure. The plurality of adjustment slots 412 are engineered to distribute the load evenly across the side 410 of the first section 400, minimizing the risk of stress concentration and potential failure.

The robust construction of the first section 400, combined with the plurality of adjustment slots 412 on each side 410 of the first section 400, ensures that the adjustable end section 106 can effectively adjust position and manage the challenges posed by different environmental conditions throughout the year, thereby extending the lifespan and reliability of the pier 100.

In addition to their protective role on the frame structure 104, fascia boards 108 are also integrated into the adjustable end section 106 of the pier. These fascia boards 108 within the adjustable section are engineered to collapse under a predetermined pressure threshold. This prevents structural damage caused by the expansion of ice during freezing conditions. As ice forms and expands around the pier 100, the pressure exerted on the pier structure can become significant. The collapsible design of the fascia boards 108 ensures that they will give way when the pressure exceeds a safe limit as the adjustment end section 106 and frame structure 104 adjust positioning relative to each other.

By allowing the fascia boards 108 to collapse under excessive pressure, the pier 100 can better withstand the dynamic forces of ice expansion without suffering permanent damage, while also maintaining an anchored connection to the shore 200. This helps reduce the need for costly repairs and maintenance typically associated with ice damage.

Furthermore, the ability of the fascia boards 108 to collapse under pressure complements the adjustable nature of the end section 106, which can slide in and out to absorb movements caused by ice expansion and contraction. This allows the pier 100 to move slightly in response to environmental changes, thereby preventing the rigid structural damage that often occurs in conventional, non-adjustable piers. The overall design ensures that the pier 100 remains functional and intact, even under extreme weather conditions, by adapting to the natural movements and pressures of the surrounding environment.

In one embodiment, the plurality of adjustment slots 412 are configured to facilitate engagement and disengagement between the first section 400 and second section 402 of the adjustable end section 106. The plurality of adjustment slots 412 on each side 410 of the first section 400 are designed to receive fastening elements, such as bolts or pins, which align with corresponding attachment points on the second section 402. This configuration allows the first section 400 to be securely attached to the second section 402 while enabling easy disengagement when necessary for repositioning or maintenance. During engagement, the plurality of adjustment slots 412 provide precise positioning control, allowing for fine-tuning of the relative position between the first section 400 and the second section 402. When disengagement is desired, the fastening elements can be removed, permitting the first section 400 to be adjusted or separated from the second section 402 without damaging the connection points.

The plurality of connecting rods 404 extending from the first section 400 are further configured with threaded exteriors, and the plurality of receiving rods 406 on the second section 402 include corresponding threaded interiors. This threaded configuration enables secure engagement between the first section 400 and the second section 402, providing a stable and adjustable connection that can be tightened or loosened as needed. By rotating the threaded connecting rods 404 within the threaded receiving rods 406, the user can precisely adjust the horizontal and vertical positioning of the first section 400 relative to the second section 402. The threaded engagement ensures that the two sections remain firmly connected, even under varying environmental loads such as ice expansion, water pressure, or wind forces.

Additionally, a locking mechanism (not shown) may be provided to fix the position of the first section 400 relative to the second section 402 once the desired alignment is achieved. In one embodiment, the locking mechanism may include a set of locking pins or a ratchet mechanism that engages with corresponding slots or notches on both the first section 400 and the second section 402. This locking mechanism may further ensure that the adjustable end section 106 remains securely positioned during operation, preventing unintended movement or disconnection due to environmental forces or loading conditions. Once locked, the first section 400 and the second section 402 maintain their relative positions, providing a stable and secure extension of the pier 100.

To anchor the adjustable end section 106 to the shoreline 200, the front 408 of the first section 400 may include anchoring points configured to interface with a concrete anchor or other foundation elements embedded within the shoreline 200. These anchoring points may consist of reinforced metal brackets, attachment plates, or through-holes designed to receive bolts or other fastening elements that secure the first section 400 to the shoreline 200. The anchoring method ensures that the adjustable end section 106 is firmly connected to the shore, providing a stable base for the entire pier structure while allowing for controlled flexibility in response to shifting shorelines or changing water levels. The front 408 of the first section 400 may also include additional reinforcement features to enhance its connection strength, preventing detachment under high lateral or vertical loads.

Furthermore, the plurality of connecting rods 404 are configured to slide within the receiving rods 406, allowing the first section 400 and the second section 402 to extend or contract in response to environmental changes. This sliding capability accommodates changes in water levels, ice formation, or shoreline shifts, enabling the pier 100 to adapt dynamically while maintaining its structural integrity. As the first section 400 slides within the second section 402, the length of the adjustable end section 106 can be modified to suit various environmental conditions, such as extending further into the water during high water levels or retracting during low water levels. The sliding connection between the connecting rods 404 and receiving rods 406, incorporated with engagements and disengagements of the plurality of adjustment slots 412 provides a smooth and controlled adjustment, reducing the likelihood of damage or wear to the structural components of the pier 100.

INDUSTRIAL APPLICABILITY

In operation, the present disclosure may find applicability in a wide range of industries, including, but not limited to, waterfront construction, marina management, aquatic infrastructure development, and recreational or commercial docking. Specifically, the systems and methods of the present disclosure may be used for constructing and maintaining adaptable pier structures that are designed to withstand environmental conditions such as fluctuating water levels, ice expansion, and shoreline shifts. While the foregoing detailed description is made with specific reference to piers, it is to be understood that its teachings may also be applied to other water-based structures such as docks, floating platforms, boathouses, and breakwaters. The adjustable pier 100, with its collapsible fascia boards, adjustable end section, and reinforced frame, may be provided as a retrofit or newly constructed application in environments that demand durability, adaptability, and protection from ice-induced or water level-related stress.

Referring now to FIG. 10, a method 500 of assembling the pier 100 to a shore 200 is shown, according to an embodiment of the disclosure. In a step 502, the method of assembling the pier 100 begins by providing a frame section 104 and a support structure 102. The frame section 104 forms the access of the pier, while the support structure 102 ensures stability and support of the frame section 104 when positioned over the water surface 202. By providing an adjustable, durable frame section 104, this invention significantly enhances the ability of such structures to endure both calm and harsh aquatic conditions.

In a step 504, the support structure 102 is attached to the frame section 104, creating a stable, interconnected system that can bear the dynamic loads imposed by water and ice movements. This attachment ensures that the pier 102 remains solidly in place, offering a reliable platform for various activities, including boat docking, recreational use, and cargo loading. The industrial applications of this step extend to both small-scale private docks and large-scale commercial or industrial piers, where maintaining stability under unpredictable environmental conditions is vital.

In a step 506, the support structure 102 and frame section 104 are positioned on the water surface 202 near the shore 200. The pier 100 is designed to be installed in various aquatic environments, from shallow lakes to deeper waters, making it adaptable to a wide range of uses. Industries focused on the development and maintenance of waterfront properties, marine tourism, fisheries, and boat harbors can benefit from the versatility of this design. The ability to securely position the pier 100 in different water depths expands its usability, especially for industries that require flexible infrastructure to accommodate varying water levels due to seasonal changes or long-term environmental shifts.

In a step 508, the adjustable end section 106 is connected to the frame section 104. The adjustable end section 106 includes a first section 400, which attaches to the frame section 104, and a second section 402, which is configured to connect to the shoreline 200. This configuration allows the pier to seamlessly transition between the floating frame and the shore, providing a secure yet flexible connection. The adjustable nature of the end section 106 is particularly useful in environments prone to ice expansion or shifting shorelines, making it highly relevant for cold climate regions where traditional piers often suffer from ice-related damage. This step is critical for industries in regions with fluctuating water levels and ice-laden conditions, as the adjustable end section 106 allows the pier to maintain functionality even in the face of these challenges.

In a step 510, the first section 400 is aligned with the second section 402 by engaging a plurality of connecting rods 404 that extend from the first section 400 into corresponding receiving rods 406 on the second section 402. This engagement secures the two sections while allowing for both horizontal and vertical adjustments. The flexibility offered by this alignment process ensures that the pier 100 can accommodate movements caused by environmental factors such as ice expansion, water level fluctuations, and shoreline shifts. The pier 100 is able to adjust to changing conditions allowing for continued use without the risk of damage or malfunction.

In a step 512, the first section 400 of the adjustable end section 106 is secured to the shoreline 200 via a concrete anchor 108. This connection ensures that the pier 100 remains stable while still allowing for minor shifts and adjustments as environmental conditions evolve. The adjustable end section 106, combined with the adjustable design, enhances the pier’s resilience against ice expansion and contraction, a key challenge for industries in cold climates. The ability to withstand such pressures without sustaining damage ensures that the pier 100 has a longer operational lifespan compared to traditional, rigid structures.

The fascia boards 108, installed along the sides 408 of the adjustable end section 106, are configured to collapse under a predetermined pressure threshold. This design innovation is crucial for protecting the structural integrity of the pier 100, particularly in regions where ice formation and expansion exert significant lateral forces. The collapsibility of the fascia boards 108 prevents the buildup of excessive pressure on the frame structure 104 and other critical components, safeguarding the pier from damage. Industries involved in maintaining piers and docks in harsh climates, such as commercial fishing operations, winter tourism facilities, and private marina developments, will find this feature invaluable for reducing maintenance costs and ensuring year-round operation.

The adjustable end section 106 also incorporates a plurality of adjustment slots 412 on each side 408 of the first section 400. These slots allow for precise adjustments to the alignment and positioning of the adjustable end section 106 relative to the concrete anchor 108 and the shoreline 200. This flexibility is essential for industries where precise placement and alignment are necessary to ensure the longevity and safety of the pier. For example, in the construction and maintenance of commercial marinas, boat docks, or waterfront storage facilities, the ability to make fine adjustments ensures that the pier remains functional and safe, even as environmental conditions change over time.

Additionally, the structural reinforcements 600 integrated into the frame section 104 and adjustable end section 106 enhance the overall durability and load-bearing capacity of the pier 100. This allows the pier to support significant loads, whether for recreational use, industrial equipment, or commercial operations, while maintaining the adaptability to respond to environmental shifts. The combination of structural reinforcement 600, collapsible fascia boards 108, and adjustment slots 412 makes the pier 100 particularly well-suited for industries in coastal regions, cold climates, and areas with high levels of water activity.

The adjustable pier described in the present disclosure is highly applicable to a wide range of industries where durability, adaptability, and protection against environmental stressors are critical. The innovative design, which incorporates elements such as the adjustable end section 106, fascia boards 108, adjustment slots 412, ensures that the pier 100 can withstand a variety of environmental conditions, including ice expansion, fluctuating water levels, and shifting shorelines. This system represents a significant improvement over traditional fixed pier structures, offering enhanced resilience and reduced maintenance requirements. As such, it is particularly beneficial for industries engaged in waterfront construction, marina management, and aquatic infrastructure development, where maintaining structural integrity and adaptability in the face of changing environmental conditions is essential.

From the foregoing, it can be seen that the technology disclosed herein has industrial applicability in a variety of settings, including but not limited to, waterfront construction, marina management, and aquatic infrastructure development. This technology is particularly suited for use in the construction and maintenance of piers, docks, and other water-access structures, where adaptability to environmental conditions such as fluctuating water levels, ice expansion, and shoreline changes is crucial.