US20190309486A1 - Monolithic slotted drain - Google Patents
Monolithic slotted drain Download PDFInfo
- Publication number
- US20190309486A1 US20190309486A1 US16/380,579 US201916380579A US2019309486A1 US 20190309486 A1 US20190309486 A1 US 20190309486A1 US 201916380579 A US201916380579 A US 201916380579A US 2019309486 A1 US2019309486 A1 US 2019309486A1
- Authority
- US
- United States
- Prior art keywords
- monolithic
- drain
- drain body
- locking section
- passageway
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 11
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 10
- 239000008397 galvanized steel Substances 0.000 claims description 10
- 238000004519 manufacturing process Methods 0.000 claims 1
- 239000012530 fluid Substances 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 7
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
Definitions
- the present invention is directed to a monolithic slotted drain for installation in concrete paving.
- the monolithic slotted drain segments of the present invention addresses the above-mentioned problems, limitations, and unmet desires experienced with prior art approaches to slotted rains.
- each segment is formed of pre-cast, steel-reinforced concrete molded into a monolithic body.
- the present invention is designed to withstand higher loading conditions (including HS-20 traffic, aircraft loading, etc.) by incorporating the prior art's slotted throat section directly into the drain—making it a structural element of the pre-cast monolithic segment and eliminating the weak connection of prior art pipe and throat assemblies. Furthermore, by moving away from metal-lined pipes, the present design avoids corrosion and zinc-leakage concerns.
- FIG. 1 is a top plan view of a monolithic slotted drain segment of one embodiment of the present invention.
- FIG. 2 is an elevation view of a monolithic slotted drain segment of one embodiment of the present invention.
- FIG. 3 is a perspective view a monolithic slotted drain segment of one embodiment of the present invention.
- FIG. 4 is perspective view of two interlocking monolithic slotted drain segments of one embodiment of the present invention.
- the monolithic slotted drain comprises a first monolithic drain segment as shown in FIG. 1 .
- this first monolithic drain segment may comprise a drain body 310 , a passageway 320 within and defined by said drain body, and a slot opening 330 that runs along the length of said drain body and provides access to said passageway from the exterior of said drain body.
- the drain body 310 may be composed of steel-reinforced concrete that is pre-cast and molded to create a monolithic structure that includes both the slot opening 330 and passageway 320 . Through this process, the need for interior piping is avoided as an interior volume of the drain body is accessible via the slot opening 330 , and the passageway 320 allows for fluid travel along the length of the monolithic drain segment.
- the drain body may have a height of between 24 and 48 inches.
- the passageway may have a cross section width of between 12 and 36 inches.
- the slot opening may be set into a top surface of the drain body wherein say top surface slopes inward from both lengthwise sides to more effectively direct fluid flow into the slot opening.
- a galvanized steel slot is secured within said slot opening 330 wherein said galvanized steel slot may comprise a plurality of galvanized steel plates configured to direct fluid to flow into said passageway 320 .
- a first end of each plate of said plurality of galvanized steel plates may be substantially flush with the top surface of the drain body 310 , and a second end of said each of said plurality of slots may extend downward toward said interior volume.
- the slot may be composed of different materials based on the specific requirements of an application of the presently described system.
- the passageway 320 may be configured to be substantially pentagonal in shape though persons skilled in the art would recognize that passageway 320 may be configured in other shapes should a system's needs benefit from such a configuration.
- Each drain segment may also be configured to interlock with other drain segments. This may be achieved by forming a first locking section 340 into a first end of the drain body of a first drain segment and forming a second locking section 350 into a second end of said drain body of said first drain segment such that said second locking section 350 may form a substantial seal when engaged with a first locking section (that resembles first locking section 340 ) of a similarly formed drain segment as shown in FIG. 4 .
- anchor points 360 may also be recessed into the two lengthwise side surfaces of the drain body 310 that are adjacent to the top surface. These anchor points 360 facilitate installation of the drainage system segment by allowing for easy lifting of the drain segment.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A monolithic slotted drain system that utilizes monolithic drain segments formed from pre-cast, steel-reinforced concrete having a molded passageway therein into which fluids are directed via a slot opening.
Description
- The present application claims priority for purposes of this application to U.S. Provisional Application Ser. No. 62/655,608, entitled “Monolithic Slotted Drain” and filed Apr. 10, 2019.
- The present invention is directed to a monolithic slotted drain for installation in concrete paving.
- Traditional prior art drainage systems often utilize corrugated metal pipes. The metal pipes are cut along their lengths to form an opening that is closed around a slotted grate assembly.
- This process results in reduced structural integrity of the pipe itself with particular weakness where the pipe has been joined to the slotted grate assembly. In some cases, the grate assembly may become disconnected from the pipe after installation due to ground shifting. Further disadvantages of prior art systems include the reduced flow rate for water inherent to the use of corrugated pipes. Additionally, because of their use of metal piping, many of these systems suffer from rust corrosion and risk zinc leakage into ground water.
- Regarding installation of prior art systems, the pipe and grate assembly must be held in place while concrete is poured around them. Although seemingly simple, installation is still challenging due to buoyancy effects that may cause the pipe and grate assembly to shift while pouring the concrete unless sufficiently restrained with additional support structures. Alternatively, prior art systems may not be fully encased in concrete instead being backfilled with various materials and having concrete poured on only the top six to twelve inches. This methodology; however, presents its own different risks. In such installations, ground shifting below the pipe and grate assembly may result in the grate assembly protruding out of, or sinking further into, the paving—either of which may not only impact drain performance but also pose a safety hazard.
- It is an object of the present invention to provide for a monolithic slotted drain formed from precast concrete segments.
- The monolithic slotted drain segments of the present invention addresses the above-mentioned problems, limitations, and unmet desires experienced with prior art approaches to slotted rains.
- The present invention improves upon the prior art and addresses the various disadvantages discussed herein through utilization of pre-cast, monolithic drainage system segments with interlocking ends configured to be secured to other segments. In some embodiments, each segment is formed of pre-cast, steel-reinforced concrete molded into a monolithic body.
- Unlike prior art systems, the present invention is designed to withstand higher loading conditions (including HS-20 traffic, aircraft loading, etc.) by incorporating the prior art's slotted throat section directly into the drain—making it a structural element of the pre-cast monolithic segment and eliminating the weak connection of prior art pipe and throat assemblies. Furthermore, by moving away from metal-lined pipes, the present design avoids corrosion and zinc-leakage concerns.
- Installation of the present invention's interlocking, monolithic segments is faster, simpler, and cheaper than that of prior art systems as many of the challenges facing prior art drain assemblies are absent—including the need to secure pipe and throat assemblies during the concrete pouring process to prevent unwanted shifting caused by buoyancy effects. Additionally, the present invention's use of an interior volume defined by pre-cast, molded concrete walls without the need for separate piping further reduces costs while utilizing comparable volumes of concrete as compared to prior art approaches.
-
FIG. 1 is a top plan view of a monolithic slotted drain segment of one embodiment of the present invention. -
FIG. 2 is an elevation view of a monolithic slotted drain segment of one embodiment of the present invention. -
FIG. 3 is a perspective view a monolithic slotted drain segment of one embodiment of the present invention. -
FIG. 4 is perspective view of two interlocking monolithic slotted drain segments of one embodiment of the present invention. - This description, with reference to the figures, presents non-limiting examples of embodiments of the present invention.
- In one embodiment of the present invention, the monolithic slotted drain comprises a first monolithic drain segment as shown in
FIG. 1 . - Demonstrated by
FIG. 3 , this first monolithic drain segment may comprise adrain body 310, apassageway 320 within and defined by said drain body, and a slot opening 330 that runs along the length of said drain body and provides access to said passageway from the exterior of said drain body. - In certain embodiments, the
drain body 310 may be composed of steel-reinforced concrete that is pre-cast and molded to create a monolithic structure that includes both the slot opening 330 andpassageway 320. Through this process, the need for interior piping is avoided as an interior volume of the drain body is accessible via theslot opening 330, and thepassageway 320 allows for fluid travel along the length of the monolithic drain segment. - As shown in
FIG. 2 , in certain embodiments, the drain body may have a height of between 24 and 48 inches. The passageway may have a cross section width of between 12 and 36 inches. Alternatively, a person of skill in the art would recognize that other dimensions may be used depending on the system's needs for a particular application. Additionally, the slot opening may be set into a top surface of the drain body wherein say top surface slopes inward from both lengthwise sides to more effectively direct fluid flow into the slot opening. - In some embodiments, a galvanized steel slot is secured within said slot opening 330 wherein said galvanized steel slot may comprise a plurality of galvanized steel plates configured to direct fluid to flow into said
passageway 320. A first end of each plate of said plurality of galvanized steel plates may be substantially flush with the top surface of thedrain body 310, and a second end of said each of said plurality of slots may extend downward toward said interior volume. A person of skill in the art would appreciate that the slot may be composed of different materials based on the specific requirements of an application of the presently described system. - As depicted in
FIGS. 2 and 3 , in some embodiments, thepassageway 320 may be configured to be substantially pentagonal in shape though persons skilled in the art would recognize thatpassageway 320 may be configured in other shapes should a system's needs benefit from such a configuration. Each drain segment may also be configured to interlock with other drain segments. This may be achieved by forming afirst locking section 340 into a first end of the drain body of a first drain segment and forming asecond locking section 350 into a second end of said drain body of said first drain segment such that saidsecond locking section 350 may form a substantial seal when engaged with a first locking section (that resembles first locking section 340) of a similarly formed drain segment as shown inFIG. 4 . - Referring back to
FIG. 3 , in further embodiments,anchor points 360 may also be recessed into the two lengthwise side surfaces of thedrain body 310 that are adjacent to the top surface. Theseanchor points 360 facilitate installation of the drainage system segment by allowing for easy lifting of the drain segment. - It should be understood that any description and drawings are not intended to limit the invention to the particular form disclosed, but to the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the present invention. Further modifications and alternative embodiments of various aspects of the invention will be apparent to those skilled in the art in view of this description. Accordingly, this description is to be construed as illustrative only and are for the purpose of teaching those skilled in the art the general manner of carrying out the invention. It is to be understood that the forms of the invention shown and described herein are to be taken as examples of embodiments. Elements and materials may be substituted for those illustrated and described herein, parts and processes may be reversed or omitted, and certain features of the invention may be utilized independently, all as would be apparent to one skilled in the art after having the benefit of this description of the invention.
Claims (19)
1. A slotted drain system comprising:
a first drain segment, wherein said first drain segment comprises:
a first drain body;
a first passageway within and defined by said first drain body; and
a first slot opening formed into said first drain body that provides access to said first passageway from outside said first drain body.
2. The system of claim 1 wherein said first drain body is monolithic and formed from pre-cast, steel-reinforced concrete.
3. The system of claim 1 wherein said first passageway is substantially pentagonal in shape.
4. The system of claim 1 further comprising a galvanized steel slot, wherein said galvanized steel slot is inserted into and secured within said first slot opening.
5. The system of claim 1 wherein said first slot opening is formed into a first top surface of said first drain body.
6. The system of claim 1 wherein at least one anchor point is formed into a first side surface of said first drain body.
7. The system of claim 1 wherein said first drain body further comprises a first locking section, said first locking section being formed at a first end of said first drain body, and said first locking section being configured for engagement with a corresponding second locking section of a second drain body.
8. A slotted drain system comprising:
a first drain segment, wherein said first drain segment comprises:
a first monolithic drain body composed of pre-cast, steel-reinforced concrete;
a first passageway within and defined by said first monolithic drain body; and
a first slot opening formed into said first monolithic drain body that provides access to said first passageway from outside said first monolithic drain body.
9. The system of claim 8 wherein said first passageway is substantially pentagonal in shape.
10. The system of claim 8 further comprising a galvanized steel slot, wherein said galvanized steel slot is inserted into and secured within said first slot opening.
11. The system of claim 8 wherein said first slot opening is formed into a first top surface of said first monolithic drain body.
12. The system of claim 8 wherein at least one anchor point is formed into a first side surface of said first monolithic drain body.
13. The system of claim 8 wherein said first monolithic drain body further comprises a first locking section, said first locking section being formed at a first end of said first monolithic drain body, and said first locking section being configured for engagement with a corresponding second locking section of a second monolithic drain body.
14. A method for manufacturing a slotted drain system comprising:
fabricating a pre-cast first drain segment from steel-reinforced concrete, wherein said pre-cast first drain segment comprises:
a monolithic first drain body;
a first passageway within and defined by said monolithic first drain body; and
a first slot opening formed into said monolithic first drain body that provides access to said first passageway from outside said monolithic first drain body.
15. The method of claim 14 wherein said first passageway is substantially pentagonal in shape.
16. The method of claim 14 further comprising inserting into said first slot opening a galvanized steel slot, wherein said galvanized steel slot is secured therein.
17. The method of claim 14 wherein said first slot opening is formed into a first top surface of said monolithic first drain body.
18. The method of claim 14 further comprising creating at least one anchor point in a first side surface of said monolithic first drain body.
19. The method of claim 14 wherein said first drain body further comprises a monolithic first locking section, said first locking section being formed at a first end of said first drain body, and said first locking section being configured for engagement with a corresponding second locking section of a monolithic second drain body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US16/380,579 US20190309486A1 (en) | 2018-04-10 | 2019-04-10 | Monolithic slotted drain |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201862655608P | 2018-04-10 | 2018-04-10 | |
| US16/380,579 US20190309486A1 (en) | 2018-04-10 | 2019-04-10 | Monolithic slotted drain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20190309486A1 true US20190309486A1 (en) | 2019-10-10 |
Family
ID=68097935
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US16/380,579 Abandoned US20190309486A1 (en) | 2018-04-10 | 2019-04-10 | Monolithic slotted drain |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US20190309486A1 (en) |
Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US494620A (en) * | 1893-04-04 | Geoege a | ||
| US1966996A (en) * | 1931-06-12 | 1934-07-17 | John H Rafferty | Sewer or drain |
| US3898778A (en) * | 1974-01-10 | 1975-08-12 | Lennart G Erickson | Slotted drainage conduit and integral concrete floor |
| US4105353A (en) * | 1975-10-14 | 1978-08-08 | Bork C Gary | Barrier with internal drainage duct |
| US4560302A (en) * | 1982-05-06 | 1985-12-24 | Aco Severin Ahlmann Gmbh & Co. Kg | Draining ditch for draining of roadways |
| US4641993A (en) * | 1984-05-07 | 1987-02-10 | Associated Concrete Products | Highway barrier with level internal ducts and construction method |
| US4681302A (en) * | 1983-12-02 | 1987-07-21 | Thompson Marion L | Energy absorbing barrier |
| US4684287A (en) * | 1985-10-02 | 1987-08-04 | The Reinforced Earth Company | Retaining wall construction and method for erection |
| DE19613784A1 (en) * | 1996-04-04 | 1997-10-09 | Klaus Arck | Driving surface for vehicles unloading hazardous materials |
| US6113311A (en) * | 1998-02-17 | 2000-09-05 | Zurn Industries, Inc. | Trench drain |
| US6132137A (en) * | 1995-12-06 | 2000-10-17 | Abt, Inc. | Drainable fields and associated methods |
| US6702510B2 (en) * | 2002-01-03 | 2004-03-09 | Ede Holdings, Inc. | Utility sidewalk |
| US6905285B2 (en) * | 2000-04-29 | 2005-06-14 | Alumasc Limited | Slot drain |
| US20070166105A1 (en) * | 2006-01-04 | 2007-07-19 | William Rzadkowolski | Drainage system |
| CH697247B1 (en) * | 2004-11-01 | 2008-07-31 | Creabeton Materiaux Ag Sa | Drainage channel. |
| US7458745B2 (en) * | 2004-10-18 | 2008-12-02 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage channel |
| US7905679B2 (en) * | 2007-11-12 | 2011-03-15 | East Jordan Iron Works, Inc. | Dual lifting manhole cover |
| US7909531B2 (en) * | 2007-09-20 | 2011-03-22 | Shaw & Sons, Inc. | Surface drainage system |
| US8061926B2 (en) * | 2006-11-21 | 2011-11-22 | Hill & Smith Limited | Crash barrier beam |
| US8240946B2 (en) * | 2009-10-27 | 2012-08-14 | Sheldon Applefield | Water drainage system |
| US8454263B2 (en) * | 2011-07-06 | 2013-06-04 | Thomas Lorenz Industrie Technik GmbH/Co. KG | Production-optimized manhole cover |
| EP2695992A2 (en) * | 2012-08-10 | 2014-02-12 | Hans Rinninger u. Sohn GmbH & Co. | Concrete, moulded concrete part and method for the production of a moulded concrete part |
| US20150322633A1 (en) * | 2014-05-08 | 2015-11-12 | Brian Scattergood | Slipforming assembly |
| US10105017B2 (en) * | 2015-03-25 | 2018-10-23 | Fin Pan, Inc. | Linear drain system |
-
2019
- 2019-04-10 US US16/380,579 patent/US20190309486A1/en not_active Abandoned
Patent Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US494620A (en) * | 1893-04-04 | Geoege a | ||
| US1966996A (en) * | 1931-06-12 | 1934-07-17 | John H Rafferty | Sewer or drain |
| US3898778A (en) * | 1974-01-10 | 1975-08-12 | Lennart G Erickson | Slotted drainage conduit and integral concrete floor |
| US4105353A (en) * | 1975-10-14 | 1978-08-08 | Bork C Gary | Barrier with internal drainage duct |
| US4560302A (en) * | 1982-05-06 | 1985-12-24 | Aco Severin Ahlmann Gmbh & Co. Kg | Draining ditch for draining of roadways |
| US4681302A (en) * | 1983-12-02 | 1987-07-21 | Thompson Marion L | Energy absorbing barrier |
| US4641993A (en) * | 1984-05-07 | 1987-02-10 | Associated Concrete Products | Highway barrier with level internal ducts and construction method |
| US4684287A (en) * | 1985-10-02 | 1987-08-04 | The Reinforced Earth Company | Retaining wall construction and method for erection |
| US6132137A (en) * | 1995-12-06 | 2000-10-17 | Abt, Inc. | Drainable fields and associated methods |
| DE19613784A1 (en) * | 1996-04-04 | 1997-10-09 | Klaus Arck | Driving surface for vehicles unloading hazardous materials |
| US6113311A (en) * | 1998-02-17 | 2000-09-05 | Zurn Industries, Inc. | Trench drain |
| US6905285B2 (en) * | 2000-04-29 | 2005-06-14 | Alumasc Limited | Slot drain |
| US6702510B2 (en) * | 2002-01-03 | 2004-03-09 | Ede Holdings, Inc. | Utility sidewalk |
| US7458745B2 (en) * | 2004-10-18 | 2008-12-02 | Aco Severin Ahlmann Gmbh & Co. Kg | Drainage channel |
| CH697247B1 (en) * | 2004-11-01 | 2008-07-31 | Creabeton Materiaux Ag Sa | Drainage channel. |
| US20070166105A1 (en) * | 2006-01-04 | 2007-07-19 | William Rzadkowolski | Drainage system |
| US8061926B2 (en) * | 2006-11-21 | 2011-11-22 | Hill & Smith Limited | Crash barrier beam |
| US7909531B2 (en) * | 2007-09-20 | 2011-03-22 | Shaw & Sons, Inc. | Surface drainage system |
| US7905679B2 (en) * | 2007-11-12 | 2011-03-15 | East Jordan Iron Works, Inc. | Dual lifting manhole cover |
| US8240946B2 (en) * | 2009-10-27 | 2012-08-14 | Sheldon Applefield | Water drainage system |
| US8454263B2 (en) * | 2011-07-06 | 2013-06-04 | Thomas Lorenz Industrie Technik GmbH/Co. KG | Production-optimized manhole cover |
| EP2695992A2 (en) * | 2012-08-10 | 2014-02-12 | Hans Rinninger u. Sohn GmbH & Co. | Concrete, moulded concrete part and method for the production of a moulded concrete part |
| US20150322633A1 (en) * | 2014-05-08 | 2015-11-12 | Brian Scattergood | Slipforming assembly |
| US10105017B2 (en) * | 2015-03-25 | 2018-10-23 | Fin Pan, Inc. | Linear drain system |
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