In large commercial and residential construction projects, accommodations must be made for utility lines and storm water run-off management. For example in commercial building structures, utility lines and cables such as electrical lines, natural gas lines, and communications lines need to be installed in the interior and the exterior of the buildings and connected to local grids and service lines. Inside multi-story commercial buildings, these lines and cables are often routed below floors, above suspended ceilings or within columns and walls inside of buildings. Where routed below floors, architects and civil engineers often have to provide elevated, semi-permanent floor structures to access and route such lines or permanently mount hollow conduits or pipes in the individual concrete floors so lines can initially be installed or future lines routed and serviced.
Further, respecting commercial and residential building structures, storm water, collection, management and retention structures are of increasing concern due to potential environmental impacts of such construction projects. Exterior storm water management systems are often below-grade structures, and are used to manage storm water run-off from impervious surfaces such as roofs, sidewalks, roads, and parking lots. Sub-surface water collection and storage chamber systems can be designed to retain storm water run-off and allow for a much slower discharge of storm water effluents. As an example, such systems can be constructed underneath vehicle parking lots and structures, such that the storage chamber system receives water from drain inlets or other structures, and discharge it over time. An example of existing exterior stormwater devices is the Triton Stormwater Solutions chamber management systems.
The design and installation of conventional underground stormwater chamber solutions is challenging due to many factors. For example, as underground systems, the space or footprint of the large and lengthy chambers is restricted by the land owned and available for use by these systems. Where a large rectangular space is not available at a site for parallel orientation of multiple chambers, irregular configurations and less than optimal orientations of the chambers are necessary to maximize the spatial volume to retain and gradually disburse the stormwater or other water run-off.
There is a need for a robust modular conduit unit structure that provides an interior chamber which can be selectively configured to provide multi-directional pathways for routing of interior and exterior lines and serve as a retention chamber for the gradual diffusion of fluids to the environment.
Examples of a modular conduit unit for use in creating modular conduit unit structures is disclosed. The applications for the present invention are many and range from use in routing utility lines and cables in concrete floors and walls of commercial buildings to forming underground storm water management and distribution systems. The inventive units and modular structures can be stand along structures, buried under earth or stone or encased in concrete or other materials for permanent application in permanent structures such as high rise commercial buildings.
In one example of the invention, each modular conduit unit has a domed shaped structure and four leg design forming a self-standing, strong unit. The exemplary unit includes four sides with arches extending outward and defining four openings, a pair of openings opposing each other along a respective first or second chamber axis. The unit provides a hollow, interior chamber in communication with the openings.
On connection of the two modular conduit units, extended passageways are formed through the openings for routing of utility lines, cables or other equipment through the passageways. The modular units can be connected to form typical and irregular geometric structures to accommodate the space or footprint provided by a building site. The modular units and connected modular structures can be backfilled around, buried or encased in materials such as concrete while preserving the open passageways for routing or providing an interior storage volume.
Closure panels can be selectively connected to cover selected openings in the unit to customize the structure or completely close it off as a storage volume.
In an exemplary method of forming a modular conduit unit, several individual modular conduit units are connected together to form a first and alternately an additional second passageway through the units for exemplary uses of routing utility lines or managing stormwater runoff. Closure panels may be added to close off selected portions of the units or terminate the through passageways.
Other examples and applications of use of the present invention will be recognized and understood by those skilled in the art on reading the below description and drawings herein.
The description herein makes reference to the accompanying drawings wherein like reference numerals refer to like parts throughout the several views, and wherein:
An exemplary modular construction conduit unit 100 and methods is shown in exemplary configurations, applications and accessories in
Referring to the examples shown in
In the example, the top portion 110 is configured such that, when the conduit unit is covered with a material, for example with gravel, stone or dirt, the material will not easily collect on top of the top portion 110. Instead, the preferred domed shape of the top portion 110 naturally directs the material under the force of gravity to all sides of the conduit 100, thus allowing for even backfilling and distribution of weight around the conduit 100.
In the example shown, conduit unit 100 includes a plurality of formations 112 and 114. In the example shown, formations 112 are in the form of ribs and are continuous with the top portion including apex 111. Exemplary formations 114 are shown in the form of depressions at a lower surface than ribs 112. The formations 112 and 114 and gradual slope of top portion assist in the dispersion of backfill described above and add strength, stiffness and aesthetic qualities of the unit 100. It is understood that exemplary formations 112 and 114 can be in different numbers and take other forms, shapes and configurations than those shown in
In the example, each leg 120 terminates at a foot pad 124 having, for example, a generally planar surface that is configured to contact an underlying surface 125 and thereby support the conduit unit 100. The foot pads 124 can be configured to help align the conduit 100 during installation, by placing the conduit units 100 such that the edges of foot pads 124 on adjacent vault units 100 are positioned closely adjacent to one another and in a proper orientation for engagement as described below and generally shown in
In the preferred example as best seen in
In the illustrated preferred example of conduit unit 100, each of the first side 101, the second side 102, the third side 103, and the fourth side 104, define a generally planar surface 130. Each surface 130 is bordered by a pair of the legs 120 and the top portion 110. An upstanding arch 132 extends axially outward along a first chamber axis 128 or second chamber axis 129 which preferably intersect longitudinal axis 113 as generally shown. In the example, each arch 132 includes a circular portion 133 at its top and straight portions 135 that each extend downward from a respective side of the circular portion 133 toward the bottom of the conduit unit 100, and taper laterally outward from the respective chamber axis 128 or 129 toward the corners of the conduit unit 100
In the example, each side 102, 102, 103 and 104 each include a diverter connecting one of the generally planar surfaces 130 with a respective one of the upstanding arches 132 as generally shown. Each diverter member is positioned at the top of one of the upstanding arch members 132, and extends upward from the arch member 132 and inward toward the respective generally planar surface 130. The upper surfaces of each diverter member slope axially outward along a respective chamber axis 128 or 129 in a pyramidal configuration. Preferably, the diverter members 134 are configured such that, when the conduit 100 is covered with a material such as by backfilling with gravel, stone, concrete or dirt, the material will not collect on top of each arch member 132, but instead is directed to the sides of each arch member 132, thus allowing for even backfilling around the vault unit 100 and undue stress on the arch 132 until the conduit is properly surrounded and positionally stabilized by the backfill material.
In the exemplary conduit unit 100, the top portion 110 and sides 101-104 define a hollow interior chamber 138 beneath top portion 110.
Referring to
In a preferred example, the opposing first 141 and fourth 144 openings are substantially aligned along first chamber axis 128 defining a first through passage 146 along first chamber axis 128. Similarly, second 142 and third 143 openings are substantially aligned along second chamber axis 129 and define a second through passage 148 as generally shown.
In the exemplary and preferred modular conduit unit 100 illustrated, each conduit unit 100 includes connecting structures that allow the unit 100 to be connected to similar or identical conduit units 100. In one example of a conduit unit 100 connecting structure and as best seen in
In a preferred example of conduit 100, two second connector in an exemplary form of female connector 161 and a second female connector 162 border the third opening 143 and the fourth opening 144 respectively on the respective arch members 132.
As used herein, the terms “male” and “female” indicate structures that are configured to be complementary and connectable to each other in either a removable or permanent nature. Thus, “male” structures have geometrical configurations that are complementary to female structures. The terms “male” and “female” are not, however, intended to imply or be limited to any particular structure. It is understood that the illustrated first and second male and first and second female connectors may take other forms, shapes or configurations as known by those skilled in the art. It is further understood that other structures and methods of connecting conduit units 100 together may be used, for example, mechanical fasteners including bolts, nuts, screws, rivets and other mechanical fasteners known by those skilled in the art. It is also contemplated that other methods and devices such as staking, use of adhesives and other methods to removably or permanently connect or bond the units 100 together may be used.
In a preferred example as best seen in
In a preferred example as best seen in
In a preferred example, modular conduit unit 100 is a thin-walled, unitary one-piece structure formed of plastic resin in a molding process. In a preferred example, the unit 100 is 36 inches tall and 30 inches on a side between outermost portions of foot pads 124. It is understood that other polymers, composite resins, non-ferrous metals and other materials known by those skilled in the art may be used. It is further understood that conduit unit 100 may be of different sizes, shapes and configurations and by different processes than that shown and described in the examples, to suit the particular application and performance and environmental specifications.
In an exemplary connection of a first 200 and a second 210 conduit unit, a first side 101 of first conduit unit 200 channel 164 is generally aligned along channel axis 128 with a fourth side 104 of a second conduit unit 210. Due in part to the angularly sloped portions of arches 132 and complementary first and second connector portions, the second conduit unit 210 can be raised along longitudinal axis 113 and lowered down over arch 132 of the first conduit unit 200 to engage the second connector portion channel 164 with the first connector portion protrusion 154 as generally shown in
Referring to
In one example, panel 250 periphery 256 includes a third connector portion which is complementary and engageable with either of the unit 100 first connector or second connector portions, for example the channel 164 or protrusion 154. In a preferred example best seen in
Where it is desired to close off a conduit opening 141, 142, 143 and/or 144, for example where multiple conduit units 100 are used as a stormwater retention and distribution system, one closure panel 250 may be used for a respective opening as generally shown in
In another example of modular conduit unit 100, a bottom or floor panel (not shown) may be used to partially or substantially cover or close the normally open portion between conduit legs 120 and in the areas of the openings 141-144. The exemplary floor panel may be an independent panel or integrally formed with the other portions of conduit 100. Where not integral, connector structures may be included to removably or permanently secure the floor panel to the conduit unit 100, for example foot pads 124, by methods described above or known by those skilled in the art. The exemplary floor panel can be generally planer or have formations or contours to suit the particular application or performance specifications.
As described, in a preferred application or method of use, a plurality of individual modular conduit units 100 are selectively connected together along one or both of channel axes 128 and 129 forming one or a plurality of first 146 and/or second 148 through passages where closure panels 250 are not used. As described and best seen in
In an exemplary application as shown in
In an alternate modular conduit structure 300 example shown in
Depending on the application, it is understood that other structures and methods may be used to ingress, egress or manage fluids from the exemplary modular conduit structures described and contemplated herein. In an example not shown, a row or multiple rows of connected conduit units 100 along an axis 128 or 129 can be connected and used to form a header row or chamber to initially collect stormwater before being allowed to pass from the header row of units 100 to secondary or overflow chambers defined by additional connected units 100 connected to the header row by transfer pipes through door closure panels 250 or direct connection of additional units 100 as described herein. For example, see published U.S. patent application Ser. No. 13/135,581 filed Jul. 9, 2011 by the present inventor and incorporated herein by reference. Other configurations and applications known by those skilled in the art may be used.
Referring to
As best seen in
Referring to
In exemplary step 520, a second modular conduit unit 210 having the same or substantially the same structure as first conduit unit 200 is oriented along one of the respective axis 128 or 129 to align one of a respective opening 141-144 with a respective one opening 141-144 of the first modular conduit unit.
In an optional step 525, a first connector portion or a second connector portion on the first conduit unit 200 is aligned with a coordinating second connector portion or first connector portion of the second conduit unit 210.
In step 530, the first 200 and the second 210 conduit units are connected together defining a first through passage 146 along first chamber axis 128 (or second through passage 148 along axis 129).
In an alternate step 535, a third 290 modular conduit unit is connected to the first 200 (or second 210) modular unit defining a second through passage 148 along second chamber axis 129 (or first through passage 148 along axis 128).
In exemplary step 540, the method steps of connecting additional modular conduit units 100 are repeated along one or both of the first 128 and second 129 chamber axes to define additional first 146 and second 148 passageways for the desired application or spatial environment at the work site.
In alternate method step not illustrated, one or more closure panels 250 are selectively connected to a respective conduit unit opening 141-144 on one or more first 200 and second 210 conduit units to close or terminate the opening or first 146 and/or second 148 passageways.
In an alternate step not shown, one or more utility lines or cables are routed through one or both of the first 146 and second 148 through passages defined by the plurality of connected modular conduit units 100 and or 200, 201.
In an alternate method step not illustrated, once the designed number of modular conduit units are connected and installed on the support surface in the designed location and configuration, material is deposited around and on top of the connected modular conduit units to encase at least a portion of the connected conduit structure. In an alternate step of installing closure panels 250 not shown, closure panels 250 are installed on all, or substantially all, exterior facing openings 141-144 of the structure to form a fluid retaining reservoir or enclosure, for example stormwater retention and management.
In an alternate method step not shown, the connected desired number and configuration of first 200 and second 210 modular conduit units are encased in concrete in a respective floor or wall of a single or multi-story commercial building.
While the description herein is made with respect to specific implementations, it is to be understood that the invention is not to be limited to the disclosed implementations but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims, which scope is to be accorded the broadest interpretation so as to encompass all such modifications and equivalent structures as is permitted under the law.
Applicant claims priority benefit to U.S. Provisional Patent Application No. 61/951,771 filed Mar. 12, 2014, the entire contents of which is incorporated herein by reference.
Number | Name | Date | Kind |
---|---|---|---|
1529019 | Evans | Mar 1921 | A |
4652170 | Lew | Mar 1987 | A |
4919568 | Hurley | Apr 1990 | A |
5087151 | DiTullio | Feb 1992 | A |
5241979 | Chang | Sep 1993 | A |
5322387 | Heine et al. | Jun 1994 | A |
5445730 | Pattee | Aug 1995 | A |
5890838 | Moore, Jr. et al. | Apr 1999 | A |
6062767 | Kizhnerman et al. | May 2000 | A |
6132139 | Hashimoto et al. | Oct 2000 | A |
6379541 | Nicholas | Apr 2002 | B1 |
6383372 | Houck et al. | May 2002 | B1 |
7226241 | DiTullio | Jun 2007 | B2 |
7604133 | Tsai | Oct 2009 | B2 |
7744756 | Davis, Jr. | Jun 2010 | B2 |
7806627 | DiTullio | Oct 2010 | B2 |
7887256 | Miskovich | Feb 2011 | B2 |
8147688 | Adams et al. | Apr 2012 | B2 |
20030070977 | Anderson | Apr 2003 | A1 |
20040131416 | Wu et al. | Jul 2004 | A1 |
20040184884 | DiTullio | Sep 2004 | A1 |
20040253054 | Atchley | Dec 2004 | A1 |
20060233612 | DiTullio | Oct 2006 | A1 |
20070258770 | Miskovich | Nov 2007 | A1 |
20080035547 | Miller | Feb 2008 | A1 |
20080181725 | Miskovich | Jul 2008 | A1 |
20090180834 | Hedstrom et al. | Jul 2009 | A1 |
20090261036 | Lucas | Oct 2009 | A1 |
20100059430 | Adams et al. | Mar 2010 | A1 |
20130008841 | Miskovich | Jan 2013 | A1 |
Number | Date | Country |
---|---|---|
0803618 | Oct 1997 | EP |
1932975 | Jun 2008 | EP |
1953297 | Aug 2008 | EP |
2322733 | May 2011 | EP |
1020177 | Sep 2003 | NL |
03069074 | Aug 2003 | WO |
Entry |
---|
European Intellectual Property Office, International Search Report and Written Opinion in corresponding International application No. PCT/US2015/019668 dated Jun. 10 2015. |
Number | Date | Country | |
---|---|---|---|
20150260313 A1 | Sep 2015 | US |
Number | Date | Country | |
---|---|---|---|
61951771 | Mar 2014 | US |