序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
1 Methods of formulating a cement composition US11228099 2005-09-16 US07913757B2 2011-03-29 B. Raghava Reddy; Krishna M. Ravi
A method of cementing a wellbore in a subterranean formation, comprising formulating a cement composition that may be suitable for long-term zonal isolation of the subterranean formation by evaluating a subterranean formation, preparing a base cement composition, determining the compressive strength of the base cement composition, determining the tensile strength of the base cement composition, and adjusting the ratio of compressive strength to tensile strength as need to within a first optimizing range to form a first optimized cement composition, and placing the optimized cement composition in the wellbore.
2 On-site system construction support tool and on-site system construction support device US12067152 2007-04-13 US08051384B2 2011-11-01 Takashi Mizumori; Yoshihiko Takishita; Takami Kusaki
An on-site system construction support tool 11 has a display device that displays a configuration example of an on-site system of a plurality of machines 1601-1607, 1610, 1611. The display device opens a process window 1100 having a plurality of process buttons 1101-1112, which identify processes 1501-1511 required for the on-site system, when one of the process buttons is operated, causing the display device to open a setup window 1210, 1220, 1230, 1240, 1250, 1260 for specifying the machine to be used in the associated process. The burden that is imposed on the environment by the on-site system is calculated in accordance with information concerning the fuel consumption of the specified machine and the amount of work and displayed. This makes it possible to flexibly support the construction of the on-site system and calculate a value of the expected environmental burden.
3 ON-SITE CONSTRUCTION SUPPORT TOOL AND ON-SITE SYSTEM CONSTRUCTION SUPPORT DEVICE US12067152 2007-04-13 US20100070905A1 2010-03-18 Takashi Mizumori; Yoshihiko Takishita; Takami Kusaki
An on-site system construction support tool 11 has a display device that displays a configuration example of an on-site system of a plurality of machines 1601-1607, 1610, 1611. The display device opens a process window 1100 having a plurality of process buttons 1101-1112, which identify processes 1501-1511 required for the on-site system, when one of the process buttons is operated, causing the display device to open a setup window 1210, 1220, 1230, 1240, 1250, 1260 for specifying the machine to be used in the associated process. The burden that is imposed on the environment by the on-site system is calculated in accordance with information concerning the fuel consumption of the specified machine and the amount of work and displayed. This makes it possible to flexibly support the construction of the on-site system and calculate a value of the expected environmental burden.
4 Methods of formulating a cement composition US11228099 2005-09-16 US20070062691A1 2007-03-22 B. Reddy; Krishna Ravi
A method of cementing a wellbore in a subterranean formation, comprising formulating a cement composition that may be suitable for long-term zonal isolation of the subterranean formation by evaluating a subterranean formation, preparing a base cement composition, determining the compressive strength of the base cement composition, determining the tensile strength of the base cement composition, and adjusting the ratio of compressive strength to tensile strength as need to within a first optimizing range to form a first optimized cement composition, and placing the optimized cement composition in the wellbore.
5 METHODS OF FORMULATING A CEMENT COMPOSITION EP06779393.5 2006-09-13 EP1928976A1 2008-06-11 REDDY, Barireddy, Raghava; RAVI, Krishna, M.
A method of cementing a wellbore in a subterranean formation, comprising formulating a cement composition that may be suitable for long-term zonal isolation of the subterranean formation by evaluating a subterranean formation, preparing a base cement composition, determining the compressive strength of the base cement composition, determining the tensile strength of the base cement composition, and adjusting the ratio of compressive strength to tensile strength as need to within a first optimizing range to form a first optimized cement composition, and placing the optimized cement composition in the wellbore.
6 Computer-implemented methods for re-designing a concrete composition to have adjusted slump EP08166505.1 2006-06-19 EP2026225A2 2009-02-18 Andersen, Per Just; Hodson, Simon K

Design optimization methods can be used to design concrete mixtures having optimized properties, including desired strength and slump at minimal cost. The design optimization methods use a computer-implemented process that is able to design and virtually "test" millions of hypothetical concrete compositions using mathematical algorithms that interrelate a number of variables that affect strength, slump, cost and other desired features. The design optimization procedure utilizes a constant K (or K factor) within Feret's strength equation that varies (e.g., logarithmically) with concrete strength for any given set of raw material inputs and processing equipment. That means that the binding efficiency or effectiveness of hydraulic cement increases with increasing concentration so long as the concrete remains optimized. The knowledge of how the K factor varies with binding efficiency and strength is a powerful tool that can be applied in multiple circumstances. A concrete manufacturing process may include accurately measuring the raw materials to minimize variation between predicted and actual strength, as well as carefully controlling water content throughout the manufacturing and delivery process.

7 ON-SITE SYSTEM BUILDING SUPPORT TOOL AND ON-SITE SYSTEM BUILDING SUPPORT DEVICE EP07741614.7 2007-04-13 EP2008730A1 2008-12-31 MIZUMORI, Takashi; TAKISHITA, Yoshihiko; KUSAKI, Takami

Disclosed is an on-site system construction support tool 11 for providing system construction support by causing a display device 113 to display a configuration example of an on-site system that includes a plurality of machines 1601-1607, 1610, 1611. The on-site system construction support tool causes a CPU 116 to execute the steps of: causing the display device to open a process window 1100 having a plurality of process buttons 1101-1112, which identify processes 1501-1511 required for the on-site system; when one of the process buttons is operated, causing the display device to open a setup window 1210, 1220, 1230, 1240, 1250, 1260 for specifying the machine to be used in the associated process; and calculating a burden that is imposed on the environment by the on-site system in accordance with information concerning the fuel consumption of the specified machine and the amount of work, and displaying the calculated burden on the display device. This makes it possible to flexibly support the construction of the on-site system while confirming an expected environmental burden value.

8 ON-SITE SYSTEM BUILDING SUPPORT TOOL AND ON-SITE SYSTEM BUILDING SUPPORT DEVICE EP07741614 2007-04-13 EP2008730A4 2011-08-17 MIZUMORI TAKASHI; TAKISHITA YOSHIHIKO; KUSAKI TAKAMI
9 Methods for determining whether an existing concrete composition is overdesigned EP08166508.5 2006-06-19 EP2026227A2 2009-02-18 Andersen, Per Just; Hodson, Simon K

Design optimization methods can be used to design concrete mixtures having optimized properties, including desired strength and slump at minimal cost. The design optimization methods use a computer-implemented process that is able to design and virtually "test" millions of hypothetical concrete compositions using mathematical algorithms that interrelate a number of variables that affect strength, slump, cost and other desired features. The design optimization procedure utilizes a constant K (or K factor) within Feret's strength equation that varies (e.g., logarithmically) with concrete strength for any given set of raw material inputs and processing equipment. That means that the binding efficiency or effectiveness of hydraulic cement increases with increasing concentration so long as the concrete remains optimized. The knowledge of how the K factor varies with binding efficiency and strength is a powerful tool that can be applied in multiple circumstances. A concrete manufacturing process may include accurately measuring the raw materials to minimize variation between predicted and actual strength, as well as carefully controlling water content throughout the manufacturing and delivery process.

10 Computer-implemented methods for re-designing a pre-existing concrete mix design EP08166506.9 2006-06-19 EP2026226A2 2009-02-18 Andersen, Per Just; Hodson, Simon K

Design optimization methods can be used to design concrete mixtures having optimized properties, including desired strength and slump at minimal cost. The design optimization methods use a computer-implemented process that is able to design and virtually "test" millions of hypothetical concrete compositions using mathematical algorithms that interrelate a number of variables that affect strength, slump, cist and other desired features. The design optimization procedure utilizes a constant K (or K factor) within Feret's strength equation that varies (e.g., logarithmically) with concrete strength for any given set of raw material inputs and processing equipment. That means that the binding efficiency of effectiveness of hydraulic cement increases with increasing concentration so long as the concrete remains optimized. The knowledge of how the K factor varies with binding efficiency and strength is a powerful tool that can be applied in multiple circumstances. A concrete manufacturing process may include accurately measuring the raw materials to minimize variation between predicted and actual strength, as well as carefully controlling water content throughout the manufacturing and delivery process.

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