WO2007075402A2 - Pour diverter and method for forming monitored concrete pilings - Google Patents
Pour diverter and method for forming monitored concrete pilings Download PDFInfo
- Publication number
- WO2007075402A2 WO2007075402A2 PCT/US2006/047888 US2006047888W WO2007075402A2 WO 2007075402 A2 WO2007075402 A2 WO 2007075402A2 US 2006047888 W US2006047888 W US 2006047888W WO 2007075402 A2 WO2007075402 A2 WO 2007075402A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- diverter
- pour
- concrete
- piling
- pour diverter
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 29
- 239000000725 suspension Substances 0.000 claims abstract description 46
- 238000005266 casting Methods 0.000 claims abstract description 21
- 239000002184 metal Substances 0.000 claims description 2
- 230000000712 assembly Effects 0.000 description 4
- 238000000429 assembly Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 238000012544 monitoring process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000008054 signal transmission Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/02—Devices for withdrawing samples
- G01N1/10—Devices for withdrawing samples in the liquid or fluent state
- G01N1/20—Devices for withdrawing samples in the liquid or fluent state for flowing or falling materials
- G01N1/2035—Devices for withdrawing samples in the liquid or fluent state for flowing or falling materials by deviating part of a fluid stream, e.g. by drawing-off or tapping
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/02—Feeding the unshaped material to moulds or apparatus for producing shaped articles
- B28B13/028—Deflecting the flow of the unshaped material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/18—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members for the production of elongated articles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49631—Columnar member
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49632—Metal reinforcement member for nonmetallic, e.g., concrete, structural element
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49885—Assembling or joining with coating before or during assembling
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49888—Subsequently coating
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/4998—Combined manufacture including applying or shaping of fluent material
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/4998—Combined manufacture including applying or shaping of fluent material
- Y10T29/49982—Coating
Definitions
- the invention relates to a pour diverter and method for forming concrete pilings and structures having gauges and sensors pre-cast therein. Pilings of this type are described in the inventors' prior co-pending U.S. Patent Application, published as US2006/0021447.
- a pour diverter in connection with the casting of the monitored pilings.
- the method according to the invention includes positioning and preferably tensioning a plurality of pile strands in a form, and then connecting a suspension assembly having at least one sensor to at least one of the pile strands so that the at least one sensor is located in a piling core area.
- a pour diverter preferably having a generally V-shaped configuration, is positioned over the suspension assembly. Concrete is poured into the form over the pour diverter so that a flow of the concrete into the form is split and flows down on either side of the suspension assembly until the at least one sensor is covered. The pour diverter is then removed to finish the casting.
- provisions are provided on the pour diverter for holding or protecting an antenna assembly during the pour, prior to it being placed in the concrete once the form is filled.
- the method and pour diverter according to the invention thus provides an economical manner to protect the sensors, suspension assembly and associated wiring from damage which can be caused by a direct flow of concrete during casting that cannot be corrected after the concrete has been poured, and generally remains unknown until the monitored piling is tested. This reduces defects and does not negatively affect productivity or through-put in casting the pilings.
- the diverter also provides a means to get concrete in and around the sensors rapidly, in a void-free manner and consistently without subjecting the sensors to flow related stresses.
- Figure 1 is a perspective view showing strands in a piling form prior to casting concrete into the form in order to form the piling.
- Figure 2 is a perspective view showing the piling form after the concrete has been cast into the form.
- Figure 3 is a cross-sectional view through the piling form of Figure 1 showing the strands and a pour diverter, according to a preferred embodiment of the invention, positioned over a U-Bar suspension assembly for mounting of sensors in the piling.
- Figure 4 is a perspective view of the pour diverter shown in Figure
- Figure 5 is a side elevational view of the pour diverter of Figure 4.
- Figure 6 is a front elevational view of the pour diverter of Figure 4.
- Figure 7 is a rear elevational view of the pour diverter of Figure 4.
- Figure 8 is a top plan view of the pour diverter of Figure 4.
- Figure 9 is a perspective view of a portion of a piling prior to concrete casting including a U-bar suspension assembly and a pour diverter according to the preferred embodiment of the invention.
- Figure 10 is a front elevational view of the piling portion of Figure 9.
- Figure 11 is a side elevational view of the piling portion of Figure 9.
- Figure 12 is a perspective view of a portion of a piling prior to concrete casting including a U-bar suspension assembly, an antenna/radio assembly and a pour diverter according to. the preferred embodiment of the invention.
- Figure 13 is a front elevational view of the piling portion of Figure
- Figure 14 is a side elevational view of the piling portion of Figure
- Figure 15 is a side view of a piling showing a tip sensor package and a top sensor package with radio and a surface mount antenna positioned in a piling.
- Figure 16 is a view of the piling taken along line 16-16 in Figure 15.
- Figure 17 is a cross-sectional view through the piling of Figure 16 taken along line 17-17.
- Figure 18 is a plan view of a suspension assembly for the sensors
- Figure 19 is a side view of the suspension assembly of Figure 18 without a radio, preferably for use at a piling tip.
- Figure 20 is a side view of the suspension assembly of Figure 18 with a radio for use in connection with an antenna to transmit piling data from the sensors.
- Figure 21 is a top view of an alternate embodiment of an antenna for use in the piling of Figures 15-17.
- Figure 22 is a side view of the antenna assembly of Figure 21.
- Figure 23 is a perspective view of a piling form with the strands located therein and a suspension assembly positioned between the strands, and the pour diverter located on a trolley located above the suspension assembly.
- Figure 24 is a flowchart showing a method for casting a piling according to a preferred embodiment of the present invention.
- Figure 25 is a flowchart showing a method for casting a piling according to another preferred embodiment of the present invention.
- strands 12 for a piling 10 are shown positioned in a piling form 14 prior to casting concrete in the form 14 in order to form the piling.
- Sensors 16 and an antenna assembly 18 for transmitting data from the piling during or after installation are shown connected to or suspended from or above the strands 12, preferably using cable ties or similar holding devices.
- Sensors and antennas are preferably used for monitoring of the pilings using a direct wireless data transfer of data being gathered by the sensors embedded in the pilings as described in detail below, for installation and/or lifetime monitoring of the piling as well as also possibly for storing piling data.
- Figure 1 shows a first embodiment of an antenna assembly 60 which also includes a radio temporarily located lying on top of the pile strands 12, which will float in the concrete that is cast in the form so that a top surface of the antenna/radio assembly 60 is located on a surface of the piling. Additionally, the sensors 16 are attached to a preferred suspension assembly as explained in further detail below in order to position the sensors 16 between the pile strands 12.
- Figure 2 shows the piling 10 cast in the form 14 after the concrete has been poured.
- the surface of the antenna 18 remains generally flush and exposed for signal transmission before, during and/or after the pile drive.
- the cover 64 of the antenna/radio assembly 60 remains exposed. It is also possible to remove the antenna 18 and incorporate the antenna into the cover 64 of the electronics module housing 61.
- Bar suspension assembly 120 is preferably installed generally vertically in the piling form 14 in order to facilitate fast, accurate and repeatable positioning of the sensors located thereon.
- this includes an accelerometer 122 and a strain gauge 124, which must be positioned cross-sectionally within the piling core.
- the U-Bar suspension assembly 120 is preferably spring loaded and provides for repeatable positioning of the sensors within a center of the core area of the piling form 14 while minimizing the need for hand measurements and maintaining the accelerometer in a position orthogonal to the piling length in order to allow accurate acceleration measurements during subsequent driving of the piling, and also maintaining the strain gauge in a position parallel to a longitudinal axis of the piling to ensure accurate strain measurements.
- the preferred embodiments of the U-Bar suspension assembly and its preferred installation are described in detail in the incorporated U.S. Patent Application No. 11/188,492.
- a pour diverter 70 is positioned on the strands 12 of the piling 10 prior to casting concrete in the form 14 in order to divert liquid concrete away, in a side-to-side manner, from the suspension assembly during pouring.
- the pour diverter 70 is preferably V-shaped with two diverter sides 71 to promote generally unobstructed flow thereover.
- the diverter 70 can be formed in any other suitable shape.
- a handle portion 72 is preferably provided to facilitate carrying and positioning of the diverter 70.
- Slots 76 are preferably provided on each of the two ends 75 of the diverter 70 to allow the diverter 70 to receive a cooperating portion of the antenna/radio assembly 60, as discussed below.
- the diverter 70 is preferably constructed of two identical formed metal parts 74 welded together.
- the diverter 70 can be fabricated from wood, plastic, composite or any suitable material using any suitable construction method.
- a portion of a piling 210 shown prior to concrete casting includes the U-bar suspension assembly 120 and the pour diverter 70 according to the preferred embodiment of the present invention.
- the U-bar suspension assembly 120 is positioned slightly angled from vertical due to the positions of the strands 212.
- a flow chart describing a method 400 for casting a piling 210 or section thereof according to a preferred embodiment of the present invention is shown. The method includes positioning and tensioning a plurality of pile strands in a form (step 402) and connecting a suspension assembly 120 including one or more sensors to the strands (step 404).
- a pour diverter 70 is centrally positioned over the suspension assembly 120, preferably in contact with one or more of the strands 212 or the internal steel structure of the pile 210, to protect the sensors during the pour process (step 406).
- Concrete is poured into the form (step 408) to at least partially fill the form.
- the form is filled to a level just below the diverter 70, or at least covering the sensor/gauges on the suspension assembly 120.
- concrete can be poured directly over the diverter 70 to split the material flow from side-to-side to more thoroughly fill areas of the form in proximity to the suspension assembly 120.
- the pour diverter 70 is removed (step 410), and the form is completely filled to a desired level with concrete (step 412).
- a portion of a piling 310 shown prior to concrete casting includes the U-bar suspension assembly 120 and the pour diverter 70 according to the preferred embodiment of the present invention.
- the U-bar suspension assembly 120 is positioned slightly angled from vertical due to the position of the strands 312.
- An antenna assembly 60 with a radio is positioned in proximity to the U- bar suspension assembly 120.
- a buoyancy compensation plate 67 of the antenna/radio assembly 60 is aligned in one of the slots 76 of the pour diverter 70 to position the antenna/radio assembly 60 in a vertical, outwardly extending position.
- This position reduces an exposed horizontal area of the antenna/radio assembly 60, such that during the pouring process, the antenna/radio assembly 60 is potentially less exposed to poured concrete. It also protects the wires and connectors from damage by positioning them under the hollow cover formed by the underside of the diverter 70.
- FIG. 15-17 another embodiment of a piling 360 is shown in which suspension assemblies 120A, 120B, shown in detail in Figures 18-20 are utilized to hold the sensors 122, 124 for the tip suspension assembly 120A, or the sensors 122, 124 and the radio 160 for the top suspension assembly 120B, in a centered position between the strands 362.
- This allows the use of an antenna assembly 162 that has a smaller profile.
- the antenna assembly 162, which is shown in Figures 21-22 is preferably formed of a polymeric material and includes a removable cover 164 to allow access to the antenna and batteries for powering the radio 160 and the control unit for the sensors 122, 124 on both the tip and top suspension assemblies 120A, 120B.
- the tip sensors are preferably wired to the control unit located with the top sensors on the top suspension assembly, and data from the sensors at the tip and top can be transmitted using the radio 160 and the antenna assembly 162.
- the method 500 includes positioning and tensioning a plurality of pile strands 312, 362 in a form (step 502) and connecting a suspension assembly 120 or plurality of suspension assemblies 120A, 120B including one or more sensors 122, 124 to one or more of the pile strands 312 (step 504).
- An antenna assembly 60 or 162 is connected to the one or more sensors (step 506).
- the antenna assembly includes the radio.
- the antenna assembly 162 is separate from the radio attached to the top suspension assembly 120B.
- a pour diverter 70 is placed over the suspension assembly 120, 120A, 120B, and can rest on one or more of the strands 312 and associated reinforcement, to protect the sensors during the pour process (step 508), or can be supported or registered on the form, for example as shown in Figure 23 using a trolley assembly 72 having wheels 74 that allows the diverter to be rolled down the form during the pour to the positions of different suspension assemblies.
- Sidewall guides can be provided on the form, the trolley 72, or the trolley wheels 74 (for example, in a similar manner to railroad wheels) so that the trolley 72 stays mechanically registered on the form as it is rolled along.
- the antenna assembly 162 can be clipped or held, using a suitable releasable or removable holder, in its flush mount position in the form using the trolley 72 to register its position so that it will be generally flush with a exposed side surface of the piling, so that the concrete can be poured around it to the filled level of the form. The antenna assembly 162 could then be released and the concrete troweled into its finished position so that the antenna assembly 162 is flush with a surface of the piling.
- the antenna/radio assembly 60 is connected to the pour diverter 70 in a manner in which the antenna/radio assembly 60 preferably assumes a generally vertical position (step 510) in order reduce its exposure during concrete pouring, and the wiring, cables and connectors are also protected by a hollow cover formed by the diverter 70.
- the antenna assembly 162 is preferably located under and covered by the diverter 70 during the pouring of concrete.
- a concrete chute is centered over the diverter and then concrete is poured into the form (step 512) to at least partially fill the form in and around the sensors/gauges.
- the form is filled to a level just below the diverter 70, or at least covering the sensors/gauges on the suspension assembly 120, 120A, 120B.
- concrete can be poured directly over the diverter 70 to fill areas of the form in proximity to the suspension assembly 120.
- the pour diverter 70 is removed (step 514).
- the antenna assembly 60 or 162 is moved to the side, and the form is filled to the desired level with concrete (step 516).
- the top surface of the antenna assembly is then placed so that it is generally coplanar with the exposed side surface of the piling in the filled form (step 518). This can be done with a tool that forms a cavity that the antenna 150 is then laid into, or can involve placing the antenna 60 with the radio into the concrete as it is being filled to the desired level.
- the antenna assembly In the preferred embodiment of the invention, the antenna assembly
- the cover 164 preferably is coated on all sides except the top side with the cover 164 with an epoxy that helps to bond the antenna assembly 162 with the wet concrete.
- a disposable foam, rubber, or equivalent ring is located around the rim of the cover 164 and the top of the housing for the antenna assembly 162 that can be removed once the concrete hardens to allow for cover 164 removal. Once the concrete is hardened, the cover 164 is removable for access to the antenna, diagnostic port, test points and batteries located in the antenna assembly 162.
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Manufacturing & Machinery (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Pathology (AREA)
- Paleontology (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Physics & Mathematics (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Health & Medical Sciences (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Piles And Underground Anchors (AREA)
- Details Of Aerials (AREA)
- Discharge Of Articles From Conveyors (AREA)
- Air Transport Of Granular Materials (AREA)
- Measurement Of Radiation (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Investigating Or Analysing Materials By The Use Of Chemical Reactions (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
Claims
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06845522A EP1968759B1 (en) | 2005-12-15 | 2006-12-15 | Method for forming monitored concrete pilings |
CN200680047186XA CN101330992B (en) | 2005-12-15 | 2006-12-15 | Pour diverter and method for forming monitored concrete pilings |
DE602006021478T DE602006021478D1 (en) | 2005-12-15 | 2006-12-15 | METHOD FOR FORMING MONITORED CONCRETE PILLARS |
AT06845522T ATE506610T1 (en) | 2005-12-15 | 2006-12-15 | METHOD FOR FORMING MONITORED CONCRETE PILLARS |
CA2633325A CA2633325C (en) | 2005-12-15 | 2006-12-15 | Pour diverter and method for forming monitored concrete pilings |
DK06845522.9T DK1968759T3 (en) | 2005-12-15 | 2006-12-15 | Process for forming supervised concrete pellets |
PL06845522T PL1968759T3 (en) | 2005-12-15 | 2006-12-15 | Method for forming monitored concrete pilings |
AU2006329894A AU2006329894B2 (en) | 2005-12-15 | 2006-12-15 | Pour diverter and method for forming monitored concrete pilings |
JP2008545839A JP4991753B2 (en) | 2005-12-15 | 2006-12-15 | Injection diverter and method of forming a monitored concrete pile |
HK09105659.2A HK1128091A1 (en) | 2005-12-15 | 2009-06-24 | Pour diverter and method for forming monitored concrete pilings |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US75051005P | 2005-12-15 | 2005-12-15 | |
US60/750,510 | 2005-12-15 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2007075402A2 true WO2007075402A2 (en) | 2007-07-05 |
WO2007075402A3 WO2007075402A3 (en) | 2007-12-27 |
Family
ID=38218447
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/US2006/047888 WO2007075402A2 (en) | 2005-12-15 | 2006-12-15 | Pour diverter and method for forming monitored concrete pilings |
Country Status (13)
Country | Link |
---|---|
US (1) | US8061037B2 (en) |
EP (1) | EP1968759B1 (en) |
JP (1) | JP4991753B2 (en) |
CN (1) | CN101330992B (en) |
AT (1) | ATE506610T1 (en) |
AU (1) | AU2006329894B2 (en) |
CA (1) | CA2633325C (en) |
DE (1) | DE602006021478D1 (en) |
DK (1) | DK1968759T3 (en) |
ES (1) | ES2365356T3 (en) |
HK (1) | HK1128091A1 (en) |
PL (1) | PL1968759T3 (en) |
WO (1) | WO2007075402A2 (en) |
Cited By (1)
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CN113815102A (en) * | 2021-09-23 | 2021-12-21 | 广州德亚机械制造有限公司 | Automatic feeding equipment for pipe die |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK1774278T3 (en) * | 2004-07-23 | 2013-05-06 | Smart Structures Inc | Concrete pile monitoring system and installation procedure |
JP5594987B2 (en) * | 2009-06-24 | 2014-09-24 | 三菱重工業株式会社 | Method for manufacturing concrete mount, concrete mount, and connecting material |
AU2010319397A1 (en) * | 2009-11-13 | 2012-05-31 | Smart Structures, Inc. | Integrity monitored concrete pilings |
JP5945231B2 (en) * | 2010-02-17 | 2016-07-05 | パイル ダイナミクス インコーポレイテッド | Pile detection device and method of using the same |
JP5566939B2 (en) * | 2011-03-30 | 2014-08-06 | 大成ロテック株式会社 | Construction machine |
CN105058569B (en) * | 2015-08-19 | 2017-08-25 | 福建海源自动化机械股份有限公司 | The pouring head of uniform blanking |
WO2019157041A1 (en) * | 2018-02-07 | 2019-08-15 | Gregg Novick | Smart porous concrete slab |
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- 2006-12-15 WO PCT/US2006/047888 patent/WO2007075402A2/en active Application Filing
- 2006-12-15 AU AU2006329894A patent/AU2006329894B2/en not_active Ceased
- 2006-12-15 AT AT06845522T patent/ATE506610T1/en not_active IP Right Cessation
- 2006-12-15 PL PL06845522T patent/PL1968759T3/en unknown
- 2006-12-15 CA CA2633325A patent/CA2633325C/en not_active Expired - Fee Related
- 2006-12-15 CN CN200680047186XA patent/CN101330992B/en not_active Expired - Fee Related
- 2006-12-15 US US11/611,445 patent/US8061037B2/en not_active Expired - Fee Related
- 2006-12-15 ES ES06845522T patent/ES2365356T3/en active Active
- 2006-12-15 DE DE602006021478T patent/DE602006021478D1/en active Active
- 2006-12-15 DK DK06845522.9T patent/DK1968759T3/en active
- 2006-12-15 JP JP2008545839A patent/JP4991753B2/en not_active Expired - Fee Related
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Also Published As
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DE602006021478D1 (en) | 2011-06-01 |
EP1968759A2 (en) | 2008-09-17 |
EP1968759A4 (en) | 2009-07-15 |
CN101330992B (en) | 2012-01-25 |
CA2633325A1 (en) | 2007-07-05 |
ATE506610T1 (en) | 2011-05-15 |
AU2006329894B2 (en) | 2011-05-26 |
US8061037B2 (en) | 2011-11-22 |
JP4991753B2 (en) | 2012-08-01 |
DK1968759T3 (en) | 2011-08-01 |
CA2633325C (en) | 2011-09-20 |
JP2009519847A (en) | 2009-05-21 |
HK1128091A1 (en) | 2009-10-16 |
PL1968759T3 (en) | 2011-10-31 |
CN101330992A (en) | 2008-12-24 |
US20070151103A1 (en) | 2007-07-05 |
AU2006329894A1 (en) | 2007-07-05 |
EP1968759B1 (en) | 2011-04-20 |
ES2365356T3 (en) | 2011-09-30 |
WO2007075402A3 (en) | 2007-12-27 |
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