公开(公告)号：US06712070B2

公开(公告)日：2004-03-30

申请号：US09991981

申请日：2001-11-26

申请人： Bo Drachmann ,  Per Andersen

发明人： Bo Drachmann ,  Per Andersen

IPC分类号： A61M1610

CPC分类号： B65D83/30 ,  A61M15/0016 ,  A61M15/0018 ,  A61M15/0023 ,  A61M15/0086 ,  A61M15/009

摘要： The invention concerns a device (1) for the inhalation of at least one drug from a gas canister (98) having a nozzle (96) by a person suffering from asthma or bronchospasm, the device comprising a gas container (10) having at least one wall (12), the wall surrounding a gas containment chamber (14) adapted to contain gas at a pressure larger than atmospheric pressure, the gas container (10) further having an inlet (16) adapted for connection to the nozzle (96) of the gas canister (98), the gas container (10) further having an outlet (18) with an outlet valve (20) adapted to allow the person to inhale gas from the device through the outlet; wherein the outlet valve (20) is adapted to be activated by the inhalation of the person independent of the activation of the gas canister (98). This invention allows the person to activate the gas canister, and pause before inhalation. The invention is adapted to facilitate coordination for the patient inhaling.

摘要翻译： 本发明涉及一种用于从具有由哮喘或支气管痉挛的人的喷嘴（96）吸入至少一种药物的装置（1），该装置包括至少具有至少一个气体容器 一个壁（12），围绕适于容纳压力大于大气压力的气体的气体容纳室（14）的壁，所述气体容器（10）还具有适于连接到喷嘴（96）的入口（16） 所述气体容器（10）还具有出口（18），所述出口（18）具有出口阀（20），所述出口阀（20）适于允许所述人通过所述出口从所述装置吸入气体; 其中所述出口阀（20）适于通过独立于所述气体罐（98）的激活而吸入所述人而被激活。 本发明允许人员激活气罐，并在吸入之前暂停。 本发明适于促进患者吸入的协调。

公开(公告)号：US06427683B1

公开(公告)日：2002-08-06

申请号：US09341840

申请日：1999-07-19

申请人： Bo Drachmann ,  Per Andersen

发明人： Bo Drachmann ,  Per Andersen

IPC分类号： A61M1100

CPC分类号： A61M15/009

摘要： The aerosol inhalation device is manually operated and comprises a holding part (3) for receiving an aerosol container with a valve and an outlet tip, and an inspiratory part (1), which at one end comprises a mouthpiece (2), in which inspiratory part (1) a member (4) for passage of aerosol is provided for receiving the outlet end of the aerosol container and comprising a conduit (5) with an outlet opening for discharging aerosol into the inspiratory part in the direction towards the mouthpiece (2). At the end opposite the mouthpiece (2) the inspiratory part (1) is open towards the surroundings such that air may pass freely from the surroundings past the member (4) for passage of aerosol and out through the mouthpiece (2).

摘要翻译： 气溶胶吸入装置是手动操作的，并且包括用于接收具有阀和出口尖端的气溶胶容器的保持部分（3）和吸气部分（1），其一端包括吸嘴（2），其中吸气 部件（1）用于通过气溶胶的部件（4）被设置用于容纳气溶胶容器的出口端，并且包括一个导管（5），该导管（5）具有用于沿着朝向接口（2）的方向将气溶胶排放到吸气部分中的出口 ）。 在吸嘴（2）的对面的端部，吸气部分（1）朝向周围开口，使得空气可以自由地从周围通过构件（4），以使气雾剂通过接口管（2）。

公开(公告)号：US20080009976A1

公开(公告)日：2008-01-10

申请号：US11858610

申请日：2007-09-20

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G06F19/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： 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.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US20060287773A1

公开(公告)日：2006-12-21

申请号：US11471293

申请日：2006-06-19

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G06F19/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： 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.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US07143650B2

公开(公告)日：2006-12-05

申请号：US10511002

申请日：2003-04-08

申请人： Steen Mikkelsen ,  Per Andersen ,  Jens Peter Krog

发明人： Steen Mikkelsen ,  Per Andersen ,  Jens Peter Krog

IPC分类号： G01L9/06

CPC分类号： G01L9/0051 ,  G01L9/0048

摘要： This invention relates to a pressure sensor comprising a diaphragm and at least one measuring element, which is situated on the diaphragm while serving to measure a deflection of the diaphragm. A holding element is placed on at least one surface of the diaphragm in order to accommodate a seal element, whereby this holding element has a through hole, which faces the diaphragm surface while having a cross-section that corresponds to the outer contour of a seal element to be accommodated.

摘要翻译： 本发明涉及一种包括隔膜和至少一个测量元件的压力传感器，该测量元件位于隔膜上，用于测量隔膜的偏转。 保持元件被放置在隔膜的至少一个表面上以便容纳密封元件，由此该保持元件具有面向隔膜表面的通孔，同时具有对应于密封件的外轮廓的横截面 要容纳的元素

公开(公告)号：US20050194452A1

公开(公告)日：2005-09-08

申请号：US11001641

申请日：2004-12-02

申请人： Torsten Nordentoft ,  Susanne Lastein ,  Bjorn Skern ,  Per Andersen

发明人： Torsten Nordentoft ,  Susanne Lastein ,  Bjorn Skern ,  Per Andersen

IPC分类号： G06K19/06 ,  G07C9/00 ,  G07F7/10

CPC分类号： G07F7/1008 ,  G06Q20/341 ,  G06Q20/3415 ,  G06Q20/40145 ,  G07C9/00087 ,  G07C2009/00095

摘要： The present invention relates to a credit card comprising a card body, which comprises fingerprint reading means providing fingerprint signals representative of at least one fingerprint from a card user, when at least one finger of said user is pressed against said fingerprint reading means. Said card body further comprises data carrier means holding at least card owner fingerprint data and secured data, and fingerprint authentication means for activating said secured data. The card body further comprises an electrical power supply delivering electrical current to at least said fingerprint reading means. Accordingly, there is no need for an external electrical power supply, and thus the existing standard card reading systems, such as ID-card readers, money transfer machines such as ATM's and the like may be used in conjunction with said credit card. Thus, investments into new standard reader systems are not necessary in order to improve the security of the secured data carried by the credit card. A complete and self-contained automated authentication process is conducted prior to communication concerning said secured data being established between said credit card and any of the existing ATM's on the market today, irrespective of type (automated or manually operated), manufacturer, version, or geographical position of said ATM and of credit card use.

摘要翻译： 本发明涉及一种包括卡体的信用卡，其中当所述用户的至少一根手指按压所述指纹读取装置时，该卡体包括指纹读取装置，用于提供表示来自卡用户的至少一个指纹的指纹信号。 所述卡体还包括保存至少卡所有者指纹数据和安全数据的数据载体装置，以及用于激活所述安全数据的指纹认证装置。 卡体还包括向至少所述指纹读取装置传送电流的电源。 因此，不需要外部电源，因此可以与所述信用卡一起使用现有的标准读卡系统，例如ID卡读取器，ATM机等钱币转移机。 因此，为了提高信用卡承载的安全数据的安全性，对新的标准读取器系统的投资是不必要的。 无论类型（自动或手动操作），制造商，版本或类型，所有信用卡与现有市场上现有的ATM之间建立的所有担保数据的通信之前，进行完整且独立的自动认证流程。 所述ATM和信用卡使用的地理位置。

公开(公告)号：US20080027583A1

公开(公告)日：2008-01-31

申请号：US11871705

申请日：2007-10-12

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G06F19/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： 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.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US06219983B1

公开(公告)日：2001-04-24

申请号：US09254347

申请日：1999-03-05

申请人： Jens Jørgen Gråkjaar Jensen ,  Claus Bratsbjerg ,  Per Andersen

发明人： Jens Jørgen Gråkjaar Jensen ,  Claus Bratsbjerg ,  Per Andersen

IPC分类号： B67D1710

CPC分类号： B61D17/10 ,  B61D17/18 ,  B64C1/18

摘要： A covering plate (5), for flooring in conveyances such as a railway car, is provided with a securing track (11) for securing seats, etc. The covering plate (5) is formed by a sandwich structure having a central core (24) arranged between an outer plate (25), which extends across the entire size of the covering plate, and second outer plates (26). The securing track (11) is formed in a profile (27) embedded in the sandwich structure so that a securing track (11) extends at a right angle to lateral edges (14) of the covering plate (5). As either end of the profile is provided with tracks (29) for receiving tight-fitting pins (30), a floor structure can be mounted easily and rapidly.

摘要翻译： 在铁路车辆这样的交通工具中进行地板铺设的覆盖板（5）设置有用于固定座椅等的固定轨道（11）。盖板（5）由具有中心芯（24）的夹层结构 ）布置在跨过覆盖板的整个尺寸延伸的外板（25）和第二外板（26）之间。 固定轨道（11）形成在嵌入夹层结构中的轮廓（27）中，使得固定轨道（11）以与盖板（5）的横向边缘（14）成直角的方式延伸。 由于轮廓的任一端设置有用于接收紧固销（30）的轨道（29），所以可以容易且快速地安装地板结构。

公开(公告)号：US20080027584A1

公开(公告)日：2008-01-31

申请号：US11871798

申请日：2007-10-12

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： G05B15/00

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： 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.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。

公开(公告)号：US20080066653A1

公开(公告)日：2008-03-20

申请号：US11858689

申请日：2007-09-20

申请人： Per Andersen ,  Simon Hodson

发明人： Per Andersen ,  Simon Hodson

IPC分类号： C04B7/02

CPC分类号： G06F17/5004 ,  C04B28/02 ,  G06F17/5009 ,  G06F2217/04 ,  G06F2217/08 ,  Y02W30/92 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/08 ,  C04B18/146 ,  C04B24/12 ,  C04B40/0096 ,  C04B2103/302 ,  C04B2103/304

摘要： 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.

摘要翻译： 设计优化方法可用于设计具有优化性能的混凝土混合物，包括所需的强度和最低成本的坍落度。 设计优化方法使用计算机实现的过程，其能够使用数学算法来设计和虚拟地“测试”数百万个假设混凝土组合物，该算法将影响强度，坍落度，成本和其他期望特征的多个变量相互关联。 设计优化程序利用Feret强度方程中的常数K（或K因子），其对于任何给定的原料输入和处理设备组的混凝土强度而变化（例如，对数）。 这意味着只要混凝土保持优化，水泥浆的粘合效率或有效性就随着浓度的增加而增加。 K因子如何随着绑定效率和强度而变化的知识是可以在多种情况下应用的强大工具。 混凝土制造过程可以包括准确地测量原材料以最小化预测和实际强度之间的变化，以及在制造和输送过程中仔细控制含水量。