Precast traffic barrier soundwall

The precast traffic barrier soundwall system addresses noise pollution by using reinforced segments with connection elements, achieving sound insulation and structural durability.

US20250361687A1Pending Publication Date: 2025-11-27CDS MANUFACTURING INC
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Patent Information

Application Number
US19/293445
Authority / Receiving Office
US · United States
Patent Type
Applications(United States)
Current Assignee / Owner
Priority Date
2021-02-25
Filing Date
2025-08-07
Publication Date
2025-11-27

AI Technical Summary

Technical Problem

Existing traffic barriers lack efficient and durable sound insulation, leading to noise pollution issues along highways and expressways.

Method used

A precast traffic barrier soundwall system comprising interconnected segments with reinforced structures and connection elements, including PVC sleeves and drop pin dowels, secured with high-strength epoxy and grout, to enhance noise reduction and structural integrity.

Benefits of technology

The system provides effective sound insulation and structural stability, reducing noise transmission and enhancing the durability of traffic barriers.

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Abstract

A traffic barrier soundwall includes a top portion attached to a bottom portion. The segments are reinforced by rebar, mesh, or combinations thereof. Dowel rods extend from the bottom edge of the top portion which fit into corresponding pipe sections along the top edge of the bottom portion. Grout is flowed into the pipe sections and an epoxy is applied along the length of the joining surfaces. The upper corners of each of the top and bottom portions have connection elements comprising troughs and PVC sleeves to attach the segments to adjacent segments. The bottom portion is generally T-shaped with a tapered cross-section. The footer of the bottom portion is installed under the ground level and connection elements comprising troughs to receive non-metal drop pins to attach the footers of adjacent segments to one another.
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Description

CROSS REFERENCE TO RELATED APPLICATIONS

[0001] This U.S. Nonprovisional patent application is a continuation-in-part application that claims priority to U.S. Nonprovisional application Ser. No. 17 / 680,676, filed on Feb. 25, 2022, which in turn claims the benefit of U.S. Provisional Application No. 63 / 153,547 filed on Feb. 25, 2021, and are all herein incorporated by reference.BRIEF DESCRIPTION OF THE DRAWINGS

[0002] FIG. 1 is a perspective view of adjacent segments of the traffic barrier soundwall (TBSW).

[0003] FIG. 2A is a schematic view of the TBSW segment showing the top portion separated from the bottom portion.

[0004] FIG. 2B is a schematic view of the TBSW segment showing the top portion attached to the bottom portion and a magnified view of a connection element for coupling TBSW segments.

[0005] FIG. 3A is a top plan view of the TBSW system comprising a plurality of TBSW segments.

[0006] FIG. 3B is a top plan view of another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0007] FIG. 4A is a top plan view of yet another embodiment the TBSW system comprising a plurality of TBSW segments.

[0008] FIG. 4B is a top plan view of yet another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0009] FIG. 5A is a front elevation view of the TBSW system comprising a plurality of TBSW segments.

[0010] FIG. 5B is a front elevation view of another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0011] FIG. 5C is a front elevation view of yet another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0012] FIG. 6A is a front elevation view of the TBSW system comprising a plurality of TBSW segments.

[0013] FIG. 6B is a front elevation view of another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0014] FIG. 6C is a front elevation view of yet another embodiment of the TBSW system comprising a plurality of TBSW segments.

[0015] FIG. 7A is a front elevation view of a portion of the TBSW system showing a sloping end segment.

[0016] FIG. 7B is a close-up front elevation view of the TBSW system showing the sloping end segment from FIG. 7A.

[0017] FIG. 8A is a top plan view of a rectangular TBSW segment.

[0018] FIG. 8B is a top plan view of an offset voided TBSW segment.

[0019] FIG. 8C is a top plan view of an end-voided TBSW segment.

[0020] FIG. 8D is a top plan view of another embodiment of an end-voided TBSW segment.

[0021] FIG. 8E is a top plan view of yet another embodiment of an offset voided TBSW segment.

[0022] FIG. 8F is a top plan view of yet another embodiment of an offset voided TBSW segment.

[0023] FIG. 8G is a top plan view of another embodiment of a rectangular TBSW segment.

[0024] FIG. 8H is a top plan view of yet another embodiment of a rectangular TBSW segment.

[0025] FIG. 8I is a top plan view of a sloped TBSW segment.

[0026] FIG. 8J is a front elevation view of the sloped TBSW segment shown in FIG. 8I.

[0027] FIG. 8K is a top plan view of another embodiment of a sloped TBSW segment.

[0028] FIG. 8L is a front elevation view of the sloped TBSW segment shown in FIG. 8K.

[0029] FIG. 9A is a detailed view of the TBSW segment showing reinforcement structure.

[0030] FIG. 9B shows an embodiment of a lifting loop.

[0031] FIG. 10 is cross-section view of the TBSW segment showing the assembly and rebar reinforcement.

[0032] FIG. 11 is cross-section view of the TBSW segment showing the assembly and mesh-rebar reinforcement.

[0033] FIG. 12 shows the wire mesh reinforcement aspect of the TBSW segment.

[0034] FIG. 13A is a front elevation view of a voided TBSW segment accommodating a median barrier.

[0035] FIG. 13B is a top plan view of the voided TBSW segment shown in FIG. 13A.

[0036] FIG. 13C is an end view of the voided TBSW segment shown in FIG. 13A.

[0037] FIG. 14 is an elevation view of top portion of the TBSW segment showing its reinforcement structure.

[0038] FIG. 15A shows the top portion of the TBSW segment in cross-section, showing the rebar reinforcement structure disposed at the interior thereof.

[0039] FIG. 15B shows the top portion of the TBSW segment in cross-section, showing the mesh-rebar reinforcement structure disposed at the interior thereof.

[0040] It will be recognized that some or all of the Figures are schematic representations for purposes of illustration and do not necessarily depict the actual relative sizes or locations of the elements shown. The Figures are provided for the purpose of illustrating one or more embodiments of the invention with the explicit understanding that they will not be used to limit the scope or the meaning of the claims.DETAILED DESCRIPTION OF THE INVENTION

[0041] In the following description, for the purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of the invention. It will be apparent, however, to one skilled in the art that the invention may be practiced without some of these specific details. Throughout this description, the embodiments and examples shown should be considered as exemplars, rather than as limitations on the invention. That is, the following description provides examples, and the accompanying drawings show various examples for the purposes of illustration. However, these examples should not be construed in a limiting sense as they are merely intended to provide examples of the invention rather than to provide an exhaustive list of all possible implementations of the invention.

[0042] Specific embodiments of the invention will now be further described by the following, non-limiting examples which will serve to illustrate various features. The examples are intended merely to facilitate an understanding of ways in which the invention may be practiced and to further enable those of skill in the art to practice the invention. Accordingly, the examples should not be construed as limiting the scope of the invention. In addition, reference throughout this specification to “one embodiment” or “an embodiment” means that a particular feature, structure or characteristic described in connection with the embodiment is included in at least one embodiment of the present invention. Thus, appearances of the phrases “in one embodiment” or “in an embodiment” in various places throughout this specification are not necessarily all referring to the same embodiment. Furthermore, the particular features, structures or characteristics may be combined in any suitable manner in one or more embodiments.

[0043] FIG. 1 is a perspective view of the traffic barrier soundwall (TBSW). Shown is a TBSW segment having a precast bottom portion 100 which retains a precast top portion 200. The bottom portion 100 is installed in the ground with reinforcement as described herein and the top portion 200 is disposed on top of the bottom portion 100. In the depicted embodiment the assembled TBSW is approximately 16 feet tall, but when installed in the ground the total stanchion wall height is approximately 14 feet, with the footer 2 foot under the ground. In some embodiments, a plurality of top portions 200 can be stacked on one another to achieve a taller overall barrier wall. In another form, the TBSW is approximately 8 feet when installed. Each of the top portion and the bottom portion is solid and constructed as described herein below. The top portion 200 of the TBSW includes connection plates that can be used to connect adjacent segments. In an alternative form, the top portion 200 includes a connection element 802, which in some instances comprises a PVC sleeve 804 and a trough 806 (FIG. 2A), to connect adjacent segments using a connector. Connection element 802 is disposed proximate to a top corner on the top wall portion and is configured to receive a connector 808, such as a drop pin dowel, into the trough 806 before sliding the drop pin dowel into the PVC connection sleeves 804. The drop pin dowel traverses the concentrically aligned PVC connection sleeves 804 of the adjacent top portions 200, connecting the two segments. The drop pin dowel can be made of metal or non-metallic material. Material, such as, without limitation, non-shrink grout, is added to the trough 806. Material, however, is not introduced inside of the PVC sleeve 806.

[0044] FIG. 2A is a schematic view of the TBSW showing the top portion 200 exploded away from the bottom portion 100. FIG. 2B is a close up of the bottom portion 100 In some embodiments, the top portion 200 is secured to the bottom portion 100 by a high-strength epoxy. In one exemplary form, one or more corrugated metal pipe sections 101 are disposed along the top edge of the bottom portion 100 which receive retaining dowel rods 201 extending from the bottom edge of the top portion. The pipe sections 101 extend from the top edge of the bottom portion longitudinally, and are configured to receive retaining dowel rods 201 extending from the bottom edge of the top portion (see FIG. 10). As shown in FIG. 10, the dowel rods 201 extend substantially vertically and outwardly from the top edge of the top portion and are received by the embedded longitudinally extending pipe sections 101. In some embodiments, the pipe sections 101 are filled with grout or other filler. In some embodiments, a high strength epoxy is used to secure the top portion to the bottom portion. In another form, the dowels and pipes are made of metal or non-metal material. Further still, a silicone sealant may be used around the joints to finalize the connection and to block noise transmission. In some embodiments the upper corners of each of the top and bottom portions include expansion troughs 102 and 202 (202 shown in FIGS. 15A-15B), respectively, which allow for connection to an adjacent TBSW segment. In some embodiments, the expansion troughs 102 and 202 are configured to accept and retain fasteners and other hardware in order to mechanically connect adjacent segments. The troughs 102 and / or 202 may also be flooded with a filler material such as grout, concrete, or epoxy in order to enhance the connection, cover hardware, and provide a finished look. In another form, the bottom portion 100 includes a secondary connection element 104 disposed proximate to the upper corners of the bottom portion 100. The connection element may comprise a trough for connecting adjacent segments, particularly bottom segments 100, through a connector 808. The connector includes a drop pin dowel that is disposed in adjacent, aligned troughs 104, and the troughs are filled with material, such as, without limitation, non-shrink grout (FIG. 1). In some exemplary embodiments, the drop pin dowel is approximately 1 inch in diameter, and the non-shrink grout is 5,000 psi non-shrink grout.

[0045] FIGS. 3A-3B and 4A-4B are top plan views of two embodiments of the TBSW segments configured as complete soundwall barriers installed adjacent to a road, such as a highway or expressway. FIGS. 5A-5C and 6A-6C are corresponding front elevation views. In some embodiments, the TBSW segments include voids 300 to accommodate structure such as median barriers and other elements. FIGS. 7A-7B are front elevations views of a sloped end or transition TBSW segment.

[0046] With reference to FIGS. 8A-8L, shown are various embodiments of the TBSW segments having varying shapes and relative dimension. As shown, “Type A” segments have generally rectangular top portions to form a wall of a uniform height In some embodiments, transition segments are implemented, such as “Type B,”“Type C”, “Type D,”“Type E,” and “Type F,” which have top portions 100 of various shape and dimensions.

[0047] FIG. 9A is a cutaway elevation view of the bottom portion 100 of the TBSW showing its reinforcement structure. Here, a matrix or lattice 500 of reinforcing bar (rebar) is disposed at the interior of the bottom portion. Also shown are one or more lifting loops 400 along the top edge of the bottom portion which are used as attachment points to facilitate handling, moving, locating, and installing the segments. In some embodiments, the lifting loops 400 are coextensive with the rebar matrix 500. FIG. 9B shows a close up of the lifting loop 400, with the dotted lines showing the available expansion of the loop 400 to tie into reinforcing steel or other structure.

[0048] FIG. 10A is a cross-section view of the bottom portion 100 of a TBSW segment. Here it is seen that the cross-section is generally T-shaped although in some embodiments the stanchion wall (“leg” of the T) tapers outwardly on one side toward the footer 103 (base of the “T”). The footer 103 is configured to be disposed under the surface of the ground with the stanchion wall extending upward therefrom. Here the various rebar sections are shown disposed at the interior of the bottom portion, including the stanchion wall and footer. Also shown is the fitment of the dowel rods 201 of the top portion 200 into the pipe sections 101 of the bottom portion 100.

[0049] Alternatively, as shown in FIG. 11, a combination of mesh (dotted lines) and rebar (solid lines) may be used as reinforcement, with the mesh disposed vertically along the interior of the stanchion wall and horizontally along the interior of the base section, with at least a portion of the rebar disposed perpendicular to the mesh. FIG. 12 shows an embodiment of a mesh matrix 600 forming at least a portion of the reinforcement.

[0050] FIGS. 13A-13C show embodiments of the TBSW segments having voids to accommodate additional structures such as a median barrier 700.

[0051] FIG. 14 is an elevation view of top portion 200 of the TBSW showing its reinforcement structure. Rebar is provided in a grid or matrix 500 configuration as shown. The grid 500 may also include trimmable rebar sections 501 at the corners of the top portion 200 to clear notches and other geometry. Lifting loops 400 are also provided which, like the lifting loops on the bottom portion, may be coextensive with the rebar. Also show are the dowel rods 201 extending down from the bottom edge of the top portion, which fit into the pipe sections along the top edge of the bottom portion 100 (not shown).

[0052] FIGS. 15A-15B are cross-section end views showing the connection of the top portion 200 to the bottom portion 100 including the insertion of the down rod 201 into the pipe section 101. Also shown expansion troughs 202 at the top edge of the top portion 100 which can be used to accommodate connections such as brackets to attached adjacent top portions 200.

[0053] It is to be noticed that the term “comprising,” used in the claims, should not be interpreted as being limitative to the means listed thereafter. Thus, the scope of the expression “a device comprising means A and B” should not be limited to devices consisting only of components A and B. It means that with respect to the present invention, the only relevant components of the device are A and B. Put differently, the terms “including”, “comprising” and variations thereof mean “including but not limited to”, unless expressly specified otherwise.

[0054] Similarly, it is to be noticed that the term “coupled”, also used in the claims, should not be interpreted as being limitative to direct connections only. Thus, the scope of the expression “a device A coupled to a device B” should not be limited to devices or systems wherein an output of device A is directly connected to an input of device B. It means that there exists a path between an output of A and an input of B which may be a path including other devices or means.

[0055] The enumerated listing of items does not imply that any or all of the items are mutually exclusive, unless expressly specified otherwise. The terms “a”, “an” and “the” mean “one or more”, unless expressly specified otherwise.

[0056] Elements of the invention that are in communication with each other need not be in continuous communication with each other, unless expressly specified otherwise. In addition, elements of the invention that are in communication with each other may communicate directly or indirectly through one or more other elements or other intermediaries.

[0057] One skilled in the art will appreciate that the present invention can be practiced by other than the above-described embodiments, which are presented in this description for purposes of illustration and not of limitation. The specification and drawings are not intended to limit the exclusionary scope of this patent document. It is noted that various equivalents for the particular embodiments discussed in this description may practice the invention as well. That is, while the present invention has been described in conjunction with specific embodiments, it is evident that any alternatives, modifications, permutations and variations will become apparent to those of ordinary skill in the art in light of the foregoing description. Accordingly, it is intended that the present invention embrace all such alternatives, modifications and variations as fall within the scope of the appended claims. The fact that a product, process or method exhibits differences from one or more of the above-described exemplary embodiments does not mean that the product or process is outside the scope (literal scope and / or other legally-recognized scope) of the following claims.

Claims

1. A traffic barrier soundwall, comprising:a top wall portion disposed on a bottom wall portion to form a segment, the top and bottom wall portion reinforced by rebar, mesh, or combinations thereof; andwherein dowel rods extend substantially vertically from the bottom edge of the top wall portion, the dowel rods inserted into corresponding pipe sections embedded in the bottom wall portion and disposed along the top edge of the bottom wall portion, andwherein the top wall portion includes a connection element for coupling adjacent segments.

2. The traffic barrier soundwall of claim 1, wherein the connection element comprises a trough in communication with a sleeve configured to receive a connector.

3. The traffic barrier soundwall of claim 2, wherein the connector is a drop pin dowel.

4. The traffic barrier soundwall of claim 1, wherein the bottom wall portion includes a connection element for coupling adjacent segments.

5. The traffic barrier soundwall of claim 4, wherein the connection element comprises a trough configured to receive a connector.

6. The traffic barrier soundwall of claim 3, wherein the drop pin dowel is made of non-metallic material.

7. The traffic barrier soundwall of claim 1, wherein the bottom wall portion has a generally T-shaped cross section comprising a stanchion wall substantially perpendicular to a footer.

8. The traffic barrier soundwall of claim 1, wherein the top and bottom wall portions each include lifting loops coextensive with the reinforcement.

9. The traffic barrier soundwall of claim 1, wherein grout is flowed into the pipe sections.

10. The traffic barrier soundwall of claim 1, wherein epoxy is applied to at least one joining surface of the top or bottom wall portion.

11. A traffic barrier soundwall system, comprising:a plurality of traffic barrier soundwall segments each comprising a top wall portion disposed on a bottom wall portion, the top and bottom wall portions reinforced by rebar, mesh, or combinations thereof;wherein dowel rods extend substantially vertically from the bottom edge of the top wall portion, the dowel rods are inserted into corresponding pipe sections embedded in the bottom wall portion and disposed along the top edge of the bottom wall portion; andwherein the upper corners of each of the top and bottom wall portions include a connection element for coupling adjacent segments.

12. The traffic barrier soundwall of claim 11, wherein the connection element on the upper corner of the top wall portion comprises a trough in communication with a PVC sleeve that is configured to receive a drop pin.

13. The traffic barrier soundwall of claim 11, wherein the connection element on the upper corners of the bottom wall portion comprises a trough configured to receive a drop pin.

14. The traffic barrier soundwall of claim 11, wherein grout is flowed into the pipe sections.

15. The traffic barrier soundwall of claim 11, wherein epoxy is applied to at least one joining surface of the top or bottom wall portion.

16. A method for putting together a traffic barrier soundwall, comprising the steps of:coupling a top wall portion with a bottom wall portion to form a wall segment, wherein the top wall portion and the bottom wall portion are joined by inserting dowel rods extending substantially vertically from a bottom edge of the top wall portion into corresponding pipe sections embedded in the bottom wall portion, andcoupling at least two wall segments together using connection elements disposed proximate to upper corners of each of the top and bottom wall portions.

17. The method of claim 16, wherein the connection element on the upper corner of the top wall portion comprises a trough in communication with a sleeve that is configured to receive a drop pin dowel, andwherein coupling the top wall portions of the at least two wall segments includes inserting the drop pin dowel into the adjacent concentrically aligned sleeves of the adjacent wall segments and filling the troughs with material.

18. The method of claim 16, wherein the connection element on the upper corners of the bottom wall portion comprises a trough configured to receive a drop pin dowel, andwherein coupling the bottom wall portions of the at least two wall segments includes inserting the drop pin in the adjacent aligned troughs and filling the troughs with material.

19. The method of claim 16, wherein grout is added into the pipe sections when forming the wall segment.

20. The method of claim 16, wherein epoxy is applied at least one joining surface of the top or bottom wall portion when forming the wall segment.