US2746365A - Road construction - Google Patents
Road construction Download PDFInfo
- Publication number
- US2746365A US2746365A US256654A US25665451A US2746365A US 2746365 A US2746365 A US 2746365A US 256654 A US256654 A US 256654A US 25665451 A US25665451 A US 25665451A US 2746365 A US2746365 A US 2746365A
- Authority
- US
- United States
- Prior art keywords
- slab
- road
- concrete
- water
- tube
- 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- 230000008602 contraction Effects 0.000 description 3
- 101100512254 Rattus norvegicus Magi3 gene Proteins 0.000 description 1
- BQCADISMDOOEFD-UHFFFAOYSA-N Silver Chemical compound [Ag] BQCADISMDOOEFD-UHFFFAOYSA-N 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000002028 premature Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 229910052709 silver Inorganic materials 0.000 description 1
- 239000004332 silver Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Images
Classifications
-
- 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
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
Definitions
- This invention relates to improvements in road construction, and more particularly to new road structures.
- the object of the present invention is to provide a road structure which will eliminate the water problem by permitting the removal and drainage of water which may seep between the slab and the roadbed, and thereby prevent its collection beneath the slab.
- Another object of the invention is to provide a road structure which will absorb much of the expansion and contraction of the slab within its own length, and therefore drastically reduce the number of expansion joints necessary in a given length of road.
- Still another object of the invention is to provide an expansion joint which will prevent the joint edges from becoming out of horizontal alignment.
- Figure l is a perspective view of a section of road constructed in accordance with the present invention.
- Figure 2 is a transverse section through the road, showing the forms used in constructing the road in place;
- Figure 3 is a longitudinal section through a portion of the road taken on the line 3--3 of Figure 2.
- the invention consists generally in providing a concrete slab which has a plurality of transverse, horizontal passages through it, the passages being spaced from one another longitudinally of the slab and each having a plurality of vertical openings extending from the bottom of the passage to the bottom of the slab.
- the road is constructed by the use of side forms 1 2,746,365 Batented May', 22.11956 and Z, each of; which is a. channel: member having.- a pluralityV of. horizontally extending bosses ⁇ 3. spacedt along its ⁇ vertical, web.
- the bosses may'beround, oval, or other desired shape, and are; adapted to. receive the ends of ther tubular formsr 4, having-,the samexinterior shapel and size as the bossestfso as to. slipr snugly. over the. bosses.
- Tubes 4i are slightly tapered, fromendl to end, and. for this. reason. thebosses onl side,r form., 1.
- a special tool may be inserted into the tubes and when the tool strikes a projecting stop 6 positioned behind each opening 5, the tool may be operated to drive a hole into the concrete from the tube downward to the roadbed.
- Any suitable tool could be used, and one such tool might take the form of a tube having a right angle bend at its leading end.
- a relatively stitl, but flexible, shaft will be inserted in the tube. When the down-turned mouth of the tube strikes the abutment 6, the shaft may be pushed through the tube into the soft concrete to form a vertical opening.
- the structural forms may be removed.
- the tubes 4 may be pulled out of the slab from the side having the large end of the tube.
- a tool similar to that used for pulling automobile axles may be used.
- This tool has a threaded shaft having means at its end to engage the tube, and the nut through which the shaft works has feet to engage the side of the slab. When the screw is turned the tube will be broken free from the concrete and can be drawn out.
- the road resulting from this manner of construction will be in the form of a continuous concrete slab 8 having a plurality of spaced horizontal passages 9 eX- tending transversely through it.
- Each passage 9 will be in communication with the roadbed beneath the slab through a plurality of vertical holes 10.
- Trenches 11 at either side of the finished road will be lled with crushed rock to provide drainage ditches to carry off water.
- any water which seeps beneath the slab can rise in the vertical holes 10, and when the road is under weight loads, the rise and fall of the slab will cause the water to spurt up into the vertical holes into the horizontal passages 9.
- the tubes 5 which formed the passages 9 are tapered, the openings have inclined bottoms so that the water will run to the side edge and be carried oir' in the drainage ditches. It is customary to build a concrete road in two abutting half sections, and the large ends of the tubes will be at the outside edge of each half so that all water v will be carried outward. As the water is free to rise in the openings in the slab, no pockets will be formed beneath the road, and, therefore, a firm roadbed for the slab can be maintained.
- transverse expansion joints need be used only at widely spaced points, and then, if provided in the vertical plane of one of the passages 9, it need only bethrough that portion of the slab above the passage to prevent the surface from buckling.
- a joint of this type is shown at 12 in Figure l.
- Road construction comprising, an elongated slab of concrete having a plurality of spaced horizontal passages extending completely through said slab transversely thereof, and having a plurality of vertical openings extending from the bottoms of said passages to the bottom face of said slab.
- Road construction comprising, an elongated slab of concrete having a plurality of spaced horizontal passages completely through said slab transversely thereof, said passages having their bottom walls sloping downwardly toward one side edge of said slab, a drainage ditch along said one sideedge, and said slab having a plurality of vertical openings communicating with the said passages and the bottom face of said slab.
Description
May 22, 1956 J. A. DARNEILLE ROAD CONSTRUCTION Filed Nov. 16,
(0 71 /0 Vf' t man United States Patent ROAD CNSTRUCTION Joseph AQDarneille, Silver Spring, Md;
Application November 16, 1951i, Serial No. 256,654
z claims. (ci. slt-sa); Y
This invention relates to improvements in road construction, and more particularly to new road structures.
It is recognized that collection of water beneath a concrete roadway due to improper drainage conditions is responsible in many cases for a premature breakdown of the concrete slab. Water which seeps beneath a concrete roadway will usually form into a pool which will be continually increased in size under the constant pounding produced by the rise and fall of the slab under weight loads. This pounding causes the pool of water to enlarge the recess in which it lies, and the enlarged recess, of course, s capable of receiving more water. When the recess has become quite large, and, due to a dry spell, the water has become low or disappeared entirely, the concrete slab of road above the recess is no longer supported and will crack under a heavy load.
Under present road construction methods, it is necessary to provide transverse expansion joints at closely spaced points along the road to permit expansion and contraction of the slab under temperature changes. Frequently, the ends of adjacent slab sections will become out of horizontal alignment causing wear and breakage at the joints. Very heavy vehicles passing over the road will depress the ends of the slabs over which they are passing, thus positioning them below the plane of the adjacent end of the next slab. This, of course, will produce the result just mentioned.
The object of the present invention is to provide a road structure which will eliminate the water problem by permitting the removal and drainage of water which may seep between the slab and the roadbed, and thereby prevent its collection beneath the slab.
Another object of the invention is to provide a road structure which will absorb much of the expansion and contraction of the slab within its own length, and therefore drastically reduce the number of expansion joints necessary in a given length of road.
Still another object of the invention is to provide an expansion joint which will prevent the joint edges from becoming out of horizontal alignment.
Other objects of the invention will appear from the following description when taken in view of the drawings which accompany, and form a part of this specification.
In the drawings:
Figure l is a perspective view of a section of road constructed in accordance with the present invention;
Figure 2 is a transverse section through the road, showing the forms used in constructing the road in place; and,
Figure 3 is a longitudinal section through a portion of the road taken on the line 3--3 of Figure 2.
Referring to the drawings in detail, the invention consists generally in providing a concrete slab which has a plurality of transverse, horizontal passages through it, the passages being spaced from one another longitudinally of the slab and each having a plurality of vertical openings extending from the bottom of the passage to the bottom of the slab.
The road is constructed by the use of side forms 1 2,746,365 Batented May', 22.11956 and Z, each of; which is a. channel: member having.- a pluralityV of. horizontally extending bosses` 3. spacedt along its` vertical, web. The bossesthave openings1 throughthem for a purpose to be described'. The bossesmay'beround, oval, or other desired shape, and are; adapted to. receive the ends of ther tubular formsr 4, having-,the samexinterior shapel and size as the bossestfso as to. slipr snugly. over the. bosses. Tubes 4i are slightly tapered, fromendl to end, and. for this. reason. thebosses onl side,r form., 1. will be. slightly smaller thanthe-bosses, on.` side form tubes are of a length equal' to the width of the slab to be laid, and will serve; asA spacers to holdA ther side,V forms the proper distance aparta Eachn tube i's, provided with i a series ofA aligned openings 5, extending tl'i'e length of the tube. When the tubes are positioned between the side forms, the row of holes in each tube is positioned at the bottom. When the side forms and connecting tubes are set up the concrete may be poured to form the slab. Of course, reinforcing rods or mesh mats 7 may be used, and properly positioned before the concrete is poured.
After the concrete has set sufficiently to hold its form, but before it has hardened, a special tool may be inserted into the tubes and when the tool strikes a projecting stop 6 positioned behind each opening 5, the tool may be operated to drive a hole into the concrete from the tube downward to the roadbed. Any suitable tool could be used, and one such tool might take the form of a tube having a right angle bend at its leading end. A relatively stitl, but flexible, shaft will be inserted in the tube. When the down-turned mouth of the tube strikes the abutment 6, the shaft may be pushed through the tube into the soft concrete to form a vertical opening. When the concrete has set suiiciently, the structural forms may be removed. When the side forms have been taken away, the tubes 4 may be pulled out of the slab from the side having the large end of the tube. A tool similar to that used for pulling automobile axles may be used. This tool, as is well known, has a threaded shaft having means at its end to engage the tube, and the nut through which the shaft works has feet to engage the side of the slab. When the screw is turned the tube will be broken free from the concrete and can be drawn out.
The road resulting from this manner of construction will be in the form of a continuous concrete slab 8 having a plurality of spaced horizontal passages 9 eX- tending transversely through it. Each passage 9 will be in communication with the roadbed beneath the slab through a plurality of vertical holes 10. Trenches 11 at either side of the finished road will be lled with crushed rock to provide drainage ditches to carry off water.
With this structure, any water which seeps beneath the slab can rise in the vertical holes 10, and when the road is under weight loads, the rise and fall of the slab will cause the water to spurt up into the vertical holes into the horizontal passages 9. Due to the fact that the tubes 5 which formed the passages 9 are tapered, the openings have inclined bottoms so that the water will run to the side edge and be carried oir' in the drainage ditches. It is customary to build a concrete road in two abutting half sections, and the large ends of the tubes will be at the outside edge of each half so that all water v will be carried outward. As the water is free to rise in the openings in the slab, no pockets will be formed beneath the road, and, therefore, a firm roadbed for the slab can be maintained.
Much less overall elongation or contraction of the slab will take place in this type of road as the openings will absorb a considerable portion of it. Therefore, transverse expansion joints need be used only at widely spaced points, and then, if provided in the vertical plane of one of the passages 9, it need only bethrough that portion of the slab above the passage to prevent the surface from buckling. A joint of this type is shown at 12 in Figure l.
Whilev in the above a practical embodiment of the invention hasbeen disclosed, it will be understood that various changes may be made from the precise arrangement shown without departing from the spirit of the invention as dened in the appended claims.
What s claimed is:
l. Road construction comprising, an elongated slab of concrete having a plurality of spaced horizontal passages extending completely through said slab transversely thereof, and having a plurality of vertical openings extending from the bottoms of said passages to the bottom face of said slab.
2. Road construction comprising, an elongated slab of concrete having a plurality of spaced horizontal passages completely through said slab transversely thereof, said passages having their bottom walls sloping downwardly toward one side edge of said slab, a drainage ditch along said one sideedge, and said slab having a plurality of vertical openings communicating with the said passages and the bottom face of said slab.
References Cited in the le of this patent UNITED STATES PATENTS 283,369 Bartlett Aug. 2l, 1883 2,148,773 Ozias Feb. 28, 1939 2,254,885 Carswell et al Sept. 2, 1941 2,486,683 Sass Nov. 1, 1949 2,502,672 Royther Apr. 4, 1950 FOREIGN PATENTS 913,410 France May 27, 1946
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US256654A US2746365A (en) | 1951-11-16 | 1951-11-16 | Road construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US256654A US2746365A (en) | 1951-11-16 | 1951-11-16 | Road construction |
Publications (1)
Publication Number | Publication Date |
---|---|
US2746365A true US2746365A (en) | 1956-05-22 |
Family
ID=22973048
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US256654A Expired - Lifetime US2746365A (en) | 1951-11-16 | 1951-11-16 | Road construction |
Country Status (1)
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US (1) | US2746365A (en) |
Cited By (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3192133A (en) * | 1958-08-27 | 1965-06-29 | Oswald T Adamec | Devices for solar distillation |
US5005331A (en) * | 1990-04-10 | 1991-04-09 | Shaw Ronald D | Concrete dowel placement sleeves |
US5216862A (en) * | 1988-10-27 | 1993-06-08 | Shaw Ronald D | Concrete dowel placement sleeves |
US5487249A (en) * | 1994-03-28 | 1996-01-30 | Shaw; Ronald D. | Dowel placement apparatus for monolithic concrete pour and method of use |
US5678952A (en) * | 1995-11-16 | 1997-10-21 | Shaw; Lee A. | Concrete dowel placement apparatus |
US6016635A (en) * | 1999-03-23 | 2000-01-25 | Shaw; Lee A. | Surface seeded aggregate and method of forming the same |
US6210070B1 (en) | 1999-04-14 | 2001-04-03 | Ron D. Shaw | Concrete dowel slip tube with clip |
US20040041295A1 (en) * | 2002-01-28 | 2004-03-04 | Shaw Lee A. | Method of forming surface seeded particulate |
US20050047866A1 (en) * | 2003-09-02 | 2005-03-03 | Chen Jui Wen | Construction of environmental and water-permeable paving |
US20050224690A1 (en) * | 2004-04-12 | 2005-10-13 | Hobbs George J | Water-permeable concrete pad and form |
US20060013653A1 (en) * | 2004-07-19 | 2006-01-19 | Bend Industries, Inc. | Method for installing paving blocks |
US20060083591A1 (en) * | 2003-09-02 | 2006-04-20 | Shaw Lee A | Method of forming surface seeded particulate |
US20070086860A1 (en) * | 2005-10-17 | 2007-04-19 | Shaw Lee A | Concrete template and method of use |
US20070134063A1 (en) * | 2005-12-14 | 2007-06-14 | Shaw And Sons, Inc. | Dowel device with closed end speed cover |
US20100180528A1 (en) * | 2009-01-21 | 2010-07-22 | Shaw Ronald D | Decorative concrete and method of installing the same |
US20100284740A1 (en) * | 2007-01-19 | 2010-11-11 | Brock Usa, Llc | Structural Underlayment Support System For Use With Paving And Flooring Elements |
US20110008594A1 (en) * | 2009-07-07 | 2011-01-13 | Shaw Lee A | Concrete template and method of use |
US20120045279A1 (en) * | 2010-04-14 | 2012-02-23 | Jui-Wen Chen | Water-permeable and water-absorbable ecological paving |
US20120063846A1 (en) * | 2010-09-09 | 2012-03-15 | Jui-Wen Chen | Method for manufacturing artificial paving that help improving global warming |
US8568840B2 (en) | 2007-01-19 | 2013-10-29 | Brock Usa, Llc | Base for turf system |
US8668403B2 (en) | 2008-01-22 | 2014-03-11 | Brock Usa, Llc | Load supporting panel having impact absorbing structure |
US9340969B1 (en) | 2014-11-13 | 2016-05-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
US9617694B2 (en) | 2014-01-15 | 2017-04-11 | Shaw & Sons, Inc. | Concrete dowel system |
US10060082B2 (en) | 2016-05-18 | 2018-08-28 | Brock Usa, Llc | Base for turf system with vertical support extensions at panel edges |
USD866800S1 (en) | 2015-10-26 | 2019-11-12 | Brock Usa, Llc | Turf underlayment |
US10858825B2 (en) | 2015-10-05 | 2020-12-08 | Shaw & Sons, Inc. | Concrete dowel placement system and method of making the same |
US11578491B2 (en) | 2020-02-07 | 2023-02-14 | Shaw Craftsmen Concrete, Llc | Topping slab installation methodology |
US11623380B2 (en) | 2015-10-05 | 2023-04-11 | Shaw & Sons, Inc. | Concrete dowel placement system and method of making the same |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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US283369A (en) * | 1883-08-21 | Stone pavement | ||
US2148773A (en) * | 1939-02-28 | Highway paving construction | ||
US2254885A (en) * | 1941-09-02 | Drainage for siab roadways | ||
FR913410A (en) * | 1943-04-07 | 1946-09-10 | Method of establishing foundations, especially roads, in wetlands | |
US2486683A (en) * | 1949-01-31 | 1949-11-01 | Sass Thomas | Concrete form tie rod |
US2502672A (en) * | 1946-06-29 | 1950-04-04 | Arne G Royther | Form tie and spreader |
-
1951
- 1951-11-16 US US256654A patent/US2746365A/en not_active Expired - Lifetime
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US283369A (en) * | 1883-08-21 | Stone pavement | ||
US2148773A (en) * | 1939-02-28 | Highway paving construction | ||
US2254885A (en) * | 1941-09-02 | Drainage for siab roadways | ||
FR913410A (en) * | 1943-04-07 | 1946-09-10 | Method of establishing foundations, especially roads, in wetlands | |
US2502672A (en) * | 1946-06-29 | 1950-04-04 | Arne G Royther | Form tie and spreader |
US2486683A (en) * | 1949-01-31 | 1949-11-01 | Sass Thomas | Concrete form tie rod |
Cited By (59)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3192133A (en) * | 1958-08-27 | 1965-06-29 | Oswald T Adamec | Devices for solar distillation |
US5216862A (en) * | 1988-10-27 | 1993-06-08 | Shaw Ronald D | Concrete dowel placement sleeves |
US5005331A (en) * | 1990-04-10 | 1991-04-09 | Shaw Ronald D | Concrete dowel placement sleeves |
US5487249A (en) * | 1994-03-28 | 1996-01-30 | Shaw; Ronald D. | Dowel placement apparatus for monolithic concrete pour and method of use |
US5678952A (en) * | 1995-11-16 | 1997-10-21 | Shaw; Lee A. | Concrete dowel placement apparatus |
US5934821A (en) * | 1995-11-16 | 1999-08-10 | Shaw; Lee A. | Concrete dowel placement apparatus |
US6016635A (en) * | 1999-03-23 | 2000-01-25 | Shaw; Lee A. | Surface seeded aggregate and method of forming the same |
US6210070B1 (en) | 1999-04-14 | 2001-04-03 | Ron D. Shaw | Concrete dowel slip tube with clip |
US20040041295A1 (en) * | 2002-01-28 | 2004-03-04 | Shaw Lee A. | Method of forming surface seeded particulate |
US20080112757A1 (en) * | 2002-01-28 | 2008-05-15 | Shaw Lee A | Method of forming surface seeded particulate |
US7670081B2 (en) | 2002-01-28 | 2010-03-02 | Lithocrete, Inc. | Method of forming surface seeded particulate |
US20100111604A1 (en) * | 2002-01-28 | 2010-05-06 | Shaw Lee A | Method of forming surface seeded particulate |
US20070104538A1 (en) * | 2002-01-28 | 2007-05-10 | Shaw Lee A | Method of forming surface seeded particulate |
WO2005021871A1 (en) * | 2003-09-02 | 2005-03-10 | Jui Wen Chen | Construction of environmental and water-permeable paving |
US20060083591A1 (en) * | 2003-09-02 | 2006-04-20 | Shaw Lee A | Method of forming surface seeded particulate |
US6962463B2 (en) * | 2003-09-02 | 2005-11-08 | Jui Wen Chen | Construction of environmental and water-permeable paving |
US20050047866A1 (en) * | 2003-09-02 | 2005-03-03 | Chen Jui Wen | Construction of environmental and water-permeable paving |
US20050224690A1 (en) * | 2004-04-12 | 2005-10-13 | Hobbs George J | Water-permeable concrete pad and form |
US20060013653A1 (en) * | 2004-07-19 | 2006-01-19 | Bend Industries, Inc. | Method for installing paving blocks |
US7244076B2 (en) * | 2004-07-19 | 2007-07-17 | Bend Industries, Inc. | Method for installing paving blocks |
US20070086860A1 (en) * | 2005-10-17 | 2007-04-19 | Shaw Lee A | Concrete template and method of use |
US20070248411A1 (en) * | 2005-10-17 | 2007-10-25 | Shaw Lee A | Concrete template and method of use |
US20110085857A1 (en) * | 2005-12-14 | 2011-04-14 | Shaw Lee A | Dowel device with closed end speed cover |
US7874762B2 (en) | 2005-12-14 | 2011-01-25 | Shaw & Sons, Inc. | Dowel device with closed end speed cover |
US20080085156A1 (en) * | 2005-12-14 | 2008-04-10 | Shaw Lee A | Dowel device with closed end speed cover |
US20100003080A1 (en) * | 2005-12-14 | 2010-01-07 | Shaw Lee A | Dowel device with closed end speed cover |
US8007199B2 (en) | 2005-12-14 | 2011-08-30 | Shaw & Sons, Inc. | Dowel device with closed end speed cover |
US20070134063A1 (en) * | 2005-12-14 | 2007-06-14 | Shaw And Sons, Inc. | Dowel device with closed end speed cover |
US8568840B2 (en) | 2007-01-19 | 2013-10-29 | Brock Usa, Llc | Base for turf system |
US8603601B2 (en) | 2007-01-19 | 2013-12-10 | Brock Usa, Llc | Base for turf system |
US20100284740A1 (en) * | 2007-01-19 | 2010-11-11 | Brock Usa, Llc | Structural Underlayment Support System For Use With Paving And Flooring Elements |
US8967905B2 (en) | 2007-01-19 | 2015-03-03 | Brock Usa, Llc | Structural underlayment support system and panel for use with paving and flooring elements |
US8827590B2 (en) | 2007-01-19 | 2014-09-09 | Brock Usa | Structural underlayment support system and panel for use with paving and flooring elements |
US9771692B2 (en) | 2007-01-19 | 2017-09-26 | Brock Usa, Llc | Base for turf system |
US9631326B2 (en) | 2007-01-19 | 2017-04-25 | Brock Usa, Llc | Underlayment panel having drainage channels |
US9567714B2 (en) | 2007-01-19 | 2017-02-14 | Brock Usa, Llc | Structural underlayment support system and panel for use with paving and flooring elements |
US8597754B2 (en) | 2007-01-19 | 2013-12-03 | Brock Usa, Llc | Base for turf system |
US8662787B2 (en) | 2007-01-19 | 2014-03-04 | Brock Usa, Llc | Structural underlayment support system for use with paving and flooring elements |
US8668403B2 (en) | 2008-01-22 | 2014-03-11 | Brock Usa, Llc | Load supporting panel having impact absorbing structure |
US20140190103A1 (en) * | 2008-01-22 | 2014-07-10 | Brock Usa, Llc | Underlayment Panel Having Drainage Channels |
US8967906B2 (en) * | 2008-01-22 | 2015-03-03 | Brock Usa, Llc | Underlayment panel having drainage channels |
US9394651B2 (en) | 2008-01-22 | 2016-07-19 | Brock Usa, Llc | Underlayment panel having drainage channels |
US20100180528A1 (en) * | 2009-01-21 | 2010-07-22 | Shaw Ronald D | Decorative concrete and method of installing the same |
US9267284B2 (en) | 2009-01-21 | 2016-02-23 | Lithocrete, Inc. | Decorative concrete and method of installing the same |
US9580915B2 (en) | 2009-01-21 | 2017-02-28 | Lithocrete, Inc. | Decorative concrete and method of installing the same |
US20110008594A1 (en) * | 2009-07-07 | 2011-01-13 | Shaw Lee A | Concrete template and method of use |
US20120045279A1 (en) * | 2010-04-14 | 2012-02-23 | Jui-Wen Chen | Water-permeable and water-absorbable ecological paving |
US20120063846A1 (en) * | 2010-09-09 | 2012-03-15 | Jui-Wen Chen | Method for manufacturing artificial paving that help improving global warming |
US8267618B2 (en) * | 2010-09-09 | 2012-09-18 | Jui-Wen Chen | Method for manufacturing artificial paving that help improving global warming |
US8388260B2 (en) * | 2011-04-14 | 2013-03-05 | Jui-Wen Chen | Water-permeable and water-absorbable ecological paving |
US9617694B2 (en) | 2014-01-15 | 2017-04-11 | Shaw & Sons, Inc. | Concrete dowel system |
US9951481B2 (en) | 2014-01-15 | 2018-04-24 | Shaw & Sons, Inc. | Concrete dowel system |
US9546456B2 (en) | 2014-11-13 | 2017-01-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
US9340969B1 (en) | 2014-11-13 | 2016-05-17 | Shaw & Sons, Inc. | Crush zone dowel tube |
US10858825B2 (en) | 2015-10-05 | 2020-12-08 | Shaw & Sons, Inc. | Concrete dowel placement system and method of making the same |
US11623380B2 (en) | 2015-10-05 | 2023-04-11 | Shaw & Sons, Inc. | Concrete dowel placement system and method of making the same |
USD866800S1 (en) | 2015-10-26 | 2019-11-12 | Brock Usa, Llc | Turf underlayment |
US10060082B2 (en) | 2016-05-18 | 2018-08-28 | Brock Usa, Llc | Base for turf system with vertical support extensions at panel edges |
US11578491B2 (en) | 2020-02-07 | 2023-02-14 | Shaw Craftsmen Concrete, Llc | Topping slab installation methodology |
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