...that Kleenex tissue was originally designed to be a gas mask filter? It was developed at the beginning of World War I to replace cotton, which was then in short supply as a surgical dressing.
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| Number | Title | Issue Date |
| 8002502 | Method and system for installing cast-in-place concrete piles with a sonic drill The present invention relates to a method for drilling a hole and installing a geothermal transfer apparatus. A sonic drilling apparatus is positioned at a desired location. The sonic drilling apparatus includes a rotating and vibrating apparatus for rotating and vi... | 08/23/2011 |
| 7909541 | Apparatus and method for improved grout containment in post-grouting applications A structural assembly and a method are disclosed for an improved foundation element post-grouting technique incorporating a piston arrangement that consists of a barrel at the base of a pier or pile. Grout is pumped into the barrel via one or more conduits and the p... | 03/22/2011 |
| 7585134 | Reinforced-concrete column in the soil pit and method of its construction A reinforced-concrete column contains reinforcing cage and inserts made monolithic with concrete mix and comprises the upper bearing and lower foundation parts. The method of construction of the column includes operations of manufacture of the column reinforcing cag... | 09/08/2009 |
| 7484913 | Placing elements in piles The present application relates to an apparatus and method for placing an element (14), such as a steel column or concrete section, into a pile shaft (1) during top-down construction techniques. The apparatus is provided with an upper and lower positio... | 02/03/2009 |
| 7445405 | Reinforced-concrete column in the soil pit A reinforced-concrete column contains reinforcing cage and inserts made monolithic with concrete mix and comprises the upper bearing and lower foundation parts. The method of construction of the column includes operations of manufacture of the column reinforcing cag... | 11/04/2008 |
| 7374369 | Method for the earthwork of a foundation sunk for a wind energy facility A method for the earthwork of a foundation sunk for a wind energy facility, which has the following steps: an anchor cage is provided, consisting of an anchor plate and several anchoring bolts which are connected with the anchor plate, the free ends of the anchoring... | 05/20/2008 |
| 7338232 | Method for installing a screw pile A screw pile is equipped with internal grout pipes extending downwardly through the bore of the tubular pile shaft. The grout pipes connect with side-opening ports in the shaft side wall, to form conduits through which fluid grout may be injected into the surroundin... | 03/04/2008 |
| 7338233 | Soil nail and method of installing a subsurface support A subsurface support includes a soil nail of two-piece construction. The body of the soil nail is constructed of fiberglass. The tip of the soil nail is constructed of a machined metal piece that is secured to the distal end of the fiberglass body. The soil nail is ... | 03/04/2008 |
| 7240728 | Expandable tubulars with a radial passage and wall portions with different wall thicknesses A tubular liner including a first tubular portion, a second tubular portion, and an intermediate tapered tubular portion coupled to, and positioned between, the first and second tubular portions. ... | 07/10/2007 |
| 7226247 | Method and apparatus for creating soil or rock subsurface support A subsurface support includes a protective outer member that encases an interior support member. The inner support member may typically be a steel or iron rod which is held within the outer tube as by grout or cement. The outer tube is preferably emplaced by forcing... | 06/05/2007 |
| 7226246 | Apparatus and method for building support piers from one or successive lifts formed in a soil matrix An apparatus and method for forming a support pier having a single or multiple compacted aggregate lifts in a soil matrix, wherein the apparatus includes a vertical, hollow tube with a bulbous leading end or head element that is forced into the soil matrix. The holl... | 06/05/2007 |
| 7217066 | System for stabilizing gravity-based offshore structures A system for stabilizing gravity-based offshore structure anchored in a seabed includes a plurality of upper locking element sets installed in a keel on the bottom of the structure; a plurality of caissons embedded in the seabed; a plurality of inserts, each of whic... | 05/15/2007 |
| 7207149 | Anchor and method for reinforcing a structure Anchor 10 for reinforcing a structure against displacement forces and a method of installation includes drilling a borehole 50 in an anchor medium 110 adjacent the structure A length of roving 21 composed of filaments 24 is doubled... | 04/24/2007 |
| 7191528 | Column placement template A template system and column placement method which facilitates the placement of a column resulting in enhanced placement efficiencies for large scale column construction projects. In a preferred aspect of the present invention, a template for column placement can i... | 03/20/2007 |
| 7131240 | Bucket column base and installation support A building foundation anchoring and interface system for receiving supporting the base of an upright structural column. This system and interface includes an open-topped bucket-well structure which is embedded in a foundation, and which is sized so as to permit the ... | 11/07/2006 |
| 7112012 | Piling apparatus and method of installation An in-situ pile apparatus 10 includes a helical anchor to which a plurality of elongated generally cylindrically shaped sections can be added. Each of the sections has a specially shaped end portion for connecting to another section. An internal drive is posi... | 09/26/2006 |
| 7073296 | Preconstruction anchoring system and method for buildings A system and method of installing a preconstruction support system for a building, according to which the corresponding ends of two piling sections are connected together and an a auger is provided on one or more of the piling sections. The piling sections are drive... | 07/11/2006 |
| 7063142 | Method of applying an axial force to an expansion cone A method of applying an axial force to a first piston positioned within a first piston chamber including applying an axial force to the first piston using a second piston positioned within the first piston chamber. ... | 06/20/2006 |
| 7055251 | Column placement template A template system and column placement method which facilitates the placement of a column resulting in enhanced placement efficiencies for large scale column construction projects. In a preferred aspect of the present invention, a template for column placement can i... | 06/06/2006 |
| 7044686 | Apparatus and method for supporting a structure with a pier A pier assembly (2, 60) is provided that utilizes a rotatable shelf (12, 70) structure to place a screw jack assembly (15) under a footing (28) of a foundation. ... | 05/16/2006 |
| 7044221 | Apparatus for coupling a tubular member to a preexisting structure An apparatus for coupling a tubular member to a preexisting structure. ... | 05/16/2006 |
| 7040842 | Method and device for making a foundation member A foundation member in the ground includes a soil working implement for loosening soil material in a soil area, a supply device for supplying a liquid to the loosened soil material and a mixing device for mixing the loosened soil material in the soil area with the l... | 05/09/2006 |
| 7040396 | Apparatus for releasably coupling two elements An apparatus for coupling two elements including an outer tubular member defining one or more outer tubular member slots, an inner tubular member defining one or more inner tubular member slots positioned within the outer tubular member, and a coupling assembly for ... | 05/09/2006 |
| 7037045 | Modular tubular helical piering system A modular helical piering system employs a series of tubular shafts having a rectangular cross-section that can be secured to one another by means of couplers and removable pins inserted through holes in the shafts. A number of helical blades can also be removably s... | 05/02/2006 |
| 7024827 | Preconstruction anchoring system and method for buildings A system and method of installing a preconstruction support system for a building, according to which the corresponding ends of two piling sections are connected together and an a auger is provided on one or more of the piling sections. The piling sections are drive... | 04/11/2006 |
| 7004685 | Mechanical device for flaring a piling member A piering member includes a generally tubular body that has a flarable end so that when the piering member is inserted into the ground, the flarable end of the piering member can be flared outward to increase the area of support for the foundation that rests upon th... | 02/28/2006 |
| 6966370 | Apparatus for actuating an annular piston An apparatus comprising a first tubular member; a second tubular member positioned within and coupled to the first tubular member; a first annular piston chamber defined by the space between the first and second tubular members; an annular piston movably coupled to ... | 11/22/2005 |
| 6964139 | Precast concrete column for use in post-frame construction A column for use in post-frame construction having a two piece construction in which a first or foundation column portion of the column is set into the earth with a proximal end thereof protruding from the earth. The proximal end of the foundation column includes a ... | 11/15/2005 |
| 6957930 | Apparatus to form columns of granular material Apparatus to install small diameter columns of granular material in soil which includes rotating hollow shaft mandrel with external projections to aid mandrel advance into the soil and define the size of the cavity formed in the soil, the cavity being filled with gr... | 10/25/2005 |
| 6938392 | Concrete filled pole A concrete filled pole includes longitudinally aligned reinforcing rods secured to the casing along vertices of its polygonal cross-sectional shape so as to improve the flexural load carrying ability of the pole. ... | 09/06/2005 |
| 6860077 | Helical rebar structure A reinforcement structure includes multiple steel bars, a primary spiral hoop enclosing the multiple steel bars, wherein joints of the primary spiral hoop and the steel bars are securely combined, multiple secondary spiral hoops, wherein multiple steel bars are inse... | 03/01/2005 |
| 6773208 | Method for casting a partially reinforced concrete pile in the ground A method for casting a partially-reinforced concrete pile in the ground includes installing an elongate hollow tubular casing in a hole in the ground with an elongate portion of the hole extending downwardly beneath the lower end of the casing. Hardenable fluid conc... | 08/10/2004 |
| 6749372 | Underground shell-pile continuous wall job practice and its special drill An underground shell-pile continuous wall job practice, which utilizes a special drill for constructing a continuous wall underground, is initiated by sinking two coupled special drills connected together by male and female connectors fixed on the main trunks of the... | 06/15/2004 |
| 6709200 | Method of constructing the foundation and support structure for elevated transportation systems A method for constructing the foundation and support structure for an elevated transportation system, such as an elevated guideway for use in a light rail mass transit system. In particular, this invention discloses a method of constructing a tubular steel or other ... | 03/23/2004 |
| 6663322 | Pier system A pier system has a plurality of footers each formed with a base fabricated of concrete with a top face having a downwardly extending bore. A plurality of pilings are each formed with a hollow tubular shaft with a top region and a bottom region coupled to... | 12/16/2003 |
| 6652195 | Method and apparatus for forming piles in place A screw pier has an elongated shaft with a screw adjacent one end thereof. Soil displacing members are disposed on the shaft. The soil displacing members may be drawn through soil by turning the screw. A soil displacing member closer to the screw may be s... | 11/25/2003 |
| 6592300 | Pile apparatus and construction process of placing concrete pile in ground A concrete pile construction method and an apparatus used for improving soft earth ground by constructing reinforced bar concrete pile structures in the earth. The purpose of the present invention is to provide a process for securing firm concrete piles h... | 07/15/2003 |
| 6543967 | Staggered rebar for concrete pilings Pilings are installed for leveling a foundation. A first segment is driven into the ground. Then two support rods of varying length are positioned and grouted into a passage running through the segment. The first support rod is one-half of the height of t... | 04/08/2003 |
| 6539685 | Apparatus and method for lifting sunken foundations An apparatus for lifting and stabilizing sunken or settled foundations, slabs, footings, etc. includes a lifting plate having a pipe section solidly secured thereto, for passing concentrically over the anchor pier used in such operations. The concentric l... | 04/01/2003 |
| 6471445 | Rotary displacement piling equipment A rotary displacement piling equipment for boring a hole within the soil includes a rotary displacement bit, driving rod members connected to the bit, a casing surrounding the driving rod member, and a casing adapter having a lower end provided with a cyl... | 10/29/2002 |