171 results about "Body volume" patented technology

A golf club head is described, in one embodiment, including a body with an exterior surface defining a first body volume of at least about 400 cm³. The body has a bottom portion, a top portion, a front portion, and a back portion. A face positioned at the front portion of the body and is configured to receive an impact. A top portion silhouette profile located along a perimeter of the top portion is further described. The top portion silhouette profile defines the outer bounds of the top portion in an X-direction and Y-direction. At least one indentation is located on the bottom portion below the crown silhouette profile. The removal of the at least one indentation from the bottom portion creates a second body volume that is at least 12 cm³ larger than the first body volume.

This invention relates to a diaper device wherein a layer (1) engaging the user is provided with an opening (15) and the layer (1) is arranged an outer layer enclosing at least one absorption body (5) wherein a layer (22) covering the absorption body has at least one opening (25) facing the user. The at least one absorption body enclosing layer (22) is part of a container (2) which is closed besides this one opening (25) connected to the opening (15) in the layer (1) engaging the user. The container has soft flexible wall portions (21) connecting its at least one absorption body enclosing outer layer with the layer (22) engaging the user and that the wall portions are so adapted that in the used position the volume of the container essentially exceeds the absorption body volume meaning that the at least one absorption body is situated at a distance from the opening or openings.

A method for visualizing a body volume, and a computer program product and a system for carrying out the method, wherein the method includes the steps of establishing a criterion for each pixel of a selected data set for whether or not the pixel is assigned to an image background; calculating a synthesized representation from at least two selected diagnostic data sets which are not identical, excluding the pixels assigned to an image background, the selected diagnostic data sets having a predefined spatial allocation with respect to each other; calculating each of the data values of the synthesized representation as a mathematical function of at least one data value of each of the selected data set; and displaying the synthesized representation of a data set whose data values represent the body volume two- or three-dimensionally on a display unit.

The invention relates to improved methods and systems for computationally efficient optimization of radiation dose delivery. The optimization involves determining an improved form of objective function to be used for mapping radiotherapy beams to a patient body volume having at least one target volume and at least one non-target volume. The objective function has a first term related to the at least one target volume and a second term related to the at least one non-target volume. The optimization further involves determining a minimum of the objective function, whereby beams mapped so as to pass through the at least one non-target volume are limited such that the second term is zero only if the weights of beamlets passing through the at least one non-target volume are zero. This limit helps to avoid the occurrence of negative beam weights, thereby facilitating computationally efficient determination of the minimum of the objective function using matrix inversion. Following the optimization, radiotherapy is delivered based on the determined minimum of the objective function.

The invention relates to a color polyester cotton compound superfine fiber manufacturing process. The color polyester cotton compound superfine fiber manufacturing process is characterized in that the manufacturing process comprises the following steps: firstly, the raw material polyester fiber and the nylon are sliced; secondly, the sliced polyester fiber and the nylon are dried with a crystallization dryer; thirdly, coloring material particles are added to the crystallization dryer through a color printing machine to perform drying; fourthly, the dried polyester fiber slices, the nylon slices and the coloring material particles are melted with a screw rod extruding machine; fifthly, the melted body volume is controlled through a spinning finish measuring pump and a spinning measuring pump; sixthly, compound spinning is performed on a conjugated spinning machine; seventhly, after spinning, the fiber is rolled into a spinning cake through an automatic high speed winding machine; eighthly, the winded spinning cake is placed in a balancing chamber to be balanced; and ninthly, texturing is performed to the balanced spinning cake on a common texturing machine. Compared with the prior art, the process has the advantages that the coloring can be directly realized during the spinning process, the color fastness, the sunlight fastness and the thermal fastness are good, the gloss is even, and the color rendering property is good.

A method and system to digitally measure area/volume and body surface area of a person and estimate corresponding density and composition as related to a fixed reference frame. This Digital Image Volume Assessment System (DIVAS™) has many desirable features, such as computerized accuracy, precision, convenience, minimal operator expertise and subject compliance is required, and it is economical and expeditious.

The invention relates to a monocular vision box body volume measuring method based on multi-line structural light image recognition. The monocular vision box body volume measuring method comprises thefollowing steps that (1) a camera is calibrated, and multi-line laser plane parameters are acquired; (2) calculation of mapping of two-dimensional coordinates to three-dimensional spatial coordinatesis conducted; (3) the box edges are detected and the laser central line is extracted by using a deep learning method; and (4) structural light with a well shape, structural light with a dual-parallel-line and structural light with a cross shape are correspondingly used for measuring different box bodies to obtain the volumes of inerratic box bodies. According to the monocular vision box body volume measuring method based on multi-line structural light image recognition, the multi-line structural light (the well shape, the cross shape and the parallel line shape) is casted on the measured boxbody plane, intersection points of the line structural light and the edges of the boxed are detected through imaging processing, the points are converted from the two-dimensional coordinates to three-dimensional spatial coordinates according to a structural light triangulation measuring theory to calculate the lengths, the widths and the heights of the inerratic box bodies, and the volumes are further calculated. According to the monocular vision box body volume measuring method based on multi-line structural light image recognition, the complexity of the algorithm is low, the method can be greatly applied to PC terminals and mobile terminal devices, real-time on-line measuring can be conducted, and the requirement of portability is met.

In order to enable improved and faster performance of punctures, a method is provided for technically supporting guidance to a target during a puncture of an examination object. A 3D data set of a body volume of the examination object that is to be treated is segmented. A puncture target is marked in the segmented 3D data set. The available puncture sites are assessed in terms of their suitability as insertion points on the basis of the information obtained through the segmentation.

A special gondola vehicle with a shallow concave bottom for coal transportation belongs to the transportation facilities, in particular to a railway truck gondola vehicle. The gondola vehicle comprises a vehicle body, a vehicle coupler buffer device, a braking device and a bogie. The vehicle body comprises a chassis, a side wall and an end wall. The key technique is that the chassis comprises a centre sill, a sleeper beam, a lower side beam and an end beam, two downwards concave shallow concave bottoms are arranged between the two sides of the centre sill and between the lower side beam and the sleeper beam in the middle of the side wall, the depths of the shallow concave bottoms are aligned with the lower plane of the centre sill, the side wall comprises a side wall board and a side post, the two ends of the side wall are end door panels which are inwards concave with respect to the side wall board to form stages, so as to form the end door plate with a concave structure. The invention not only effectively increases the vehicle body volume, but also decreases vehicle height of center of gravity, and improves vehicle riding quality.

Provided is a concrete arch bridge arching method which is suitable to be used for a huge-scale concrete railway long span arch bridge. Under the condition of not increasing the cross section size of a main arch ring, the method effectively reduces pressure stress of outer wrapped concrete on the position of the main arch ring, poured in early time, so load carrying of arch rings is more uniform, and related specification requirements are satisfied. A concrete arch bridge comprises a concrete filled steel tube stiff skeleton and an outer wrapped arch ring concrete structure. After pouring of a side box bottom plate of the outer wrapped arch ring concrete structure is completed, a certain range of an arch springing is selected, and a whole-section outer wrapped arch ring concrete structure is firstly formed, and unbalance loading on the main arch ring is adjusted through stretching a certain number of arch springing whole-section outer wrapped segment buckle cables and arch springing whole-section outer wrapped segment back cables, and the arch springing whole-section outer wrapped segment buckle cables and the arch springing whole-section outer wrapped segment back cables are removed after a side box concrete cross section of the outer wrapped arch ring concrete structure is completely formed.

A repeatable patient-specific measurement technique. The process employs common anatomical reference points to guide the individual performing the measurements. The measurements taken are logged into a database using a standard format. A volume corresponding to the area measured is then calculated. The series of measurements can be accurately repeated during subsequent evaluations of the individual. Subsequent volume calculations are also made so that the volume of the measured region can be tracked over time. The volumetric information is then used to evaluate certain individual-specific criteria such as efficacy of weight management plan. Computer software will also present the data in a variety of numerical and graphical formats that are useful to the individual.

The invention discloses a fabrication method of an industrial reservoir. The method comprises the following steps: firstly tamping an original foundation soil layer (1) in layers, making a compacted clay cushion layer (2) on the original foundation soil layer, keeping surface smooth, laying an impervious film (3), and anchoring two ends of the impervious film (3) in an anchoring groove (4) at the top of the reservoir. The industrial reservoir has the advantages of high tensile strength, high extensibility, good corrosion resistance, good pricking resistance, welding construction of a joint thereof and the like. The method helps solve the leakage problem of a large-dimension industrial reservoir and helps avoid disadvantage factors of water seepage or water leakage and the like caused by an aging crack gap of waterproof reinforced concrete reservoir and a straight joint generated by a construction joint. The method helps provide a reservoir structure which has advanced technology, convenient maintenance, low investment and convenient construction.

The invention discloses a method for quantitative observation determination of impact coal body volume expansion. The method comprises the steps of first drilling three horizontal observation drill holes in surrounding rock from a lateral wall of one cross section of a tunneled coal seam roadway of an area where rock burst occurs easily so as to serve as monitoring points, respectively installing a stress observation device and two displacement observation devices in the drill holes, obtaining vertical displacement of a monitoring point coal seam through continuous recording of a stress display instrument in the coal mining process; obtaining the front-rear displacement of the monitoring point coal seam through displacement display instruments; and obtaining volume expansion of the monitoring points by subtracting the vertical displacement of the coal seam from double front-rear displacement of the monitoring point coal seam; and when the volume expansion at some moment is larger than zero, showing that an existing volume is larger than an original volume and volume expansion occurs. According to the method, through continuous observation in the impact coal seam volume expansion process under the conditions of multiple structures, high stress and a large buried depth, the coal seam roadway volume expansion is obtained, and the quantitative basis is provided for roadway impact risk judgment.

The invention relates to a bridge and the construction method. The bridge comprises bridge pier and beam body. Horizontal rotary device is set between bridge pier and beam body. The method comprises manufacturing bridge pier, setting horizontal rotary device at the top of said bridge pier and accomplishing the construction for rotating beam body on the horizontal rotary device. By the technology project mentioned above, under the condition of higher bridge pier or larger cubage, the construction difficulty of bridge is decreased greatly and stability and safety of bridge construction can bridge rotation are guaranteed.

The invention relates to a predication method of the outer-source entrapment fullness degree. The method comprises the steps that nine geological factors of entrapment depth, a sand body inclination angle, sand body volume, fault sealing performance, distance between entrapment and an oil source fault, cover layer thickness, cover layer quality, cover layer mobility and residual pressure which are relevant to the outer-source entrapment fullness degree are selected; entrapment with the same oil deposit type under the same structural setting is selected, the nine factors and the computed fullness degree of the entrapment are obtained respectively, scatter diagrams are drawn respectively, and the relation of a single factor and the entrapment fullness degree is obtained through a fitting function; through multiple linear regression, a predication model of the entrapment fullness degree is established for the single factor relation; and model testing and correction are carried out. The predication model is high in pertinence, under the same structural setting, identical oil deposit type entrapment predication accuracy is high, the technical problem that outer-source entrapment fullness degree predication is hard is solved, the unknown outer-source entrapment fullness degree can be predicted in a quantitative mode, and significance is achieved in guiding of oil gas exploration and deployment.

The invention provides a synthetic method of a water medium dispersed cerium zirconium oxide nano material. The synthetic method comprises the following steps: (1) performing a precipitation reaction by using an inorganic salt aqueous solutios of Ce and Zr and an inorganic base aqueous solution of Ce and Zr to prepare a Ce-Zr mixed hydroxide precipitate; (2) heating and refluxing the Ce-Zr mixed hydroxide precipitate to prepare a Ce-Zr hydroxide cosolubilization body; (3) filtering and washing the Ce-Zr hydroxide cosolubilization body to prepare a Ce-Zr hydroxide hydrogel; (4) mixing the Ce-Zr hydroxide hydrogel with organic alcohol, organic acid and high polymer to prepare a Ce-Zr oxide synthetic sizing material; and (5) heating and further performing hydro-thermal synthesis on the Ce-Zr oxide synthetic sizing material to obtain the water medium dispersed cerium zirconium oxide nano material. The cerium zirconium oxide nano particles obtained by the method provided by the invention are single crystals, have a nano scale of 2-8nm, and are monodispersed in a water medium; and the mass of cerium zirconium oxide accounts for 5-10% of the sol body volume of the nano material.

The invention discloses a carbonate fractured-vuggy reservoir body quantitative description method. The method comprises the steps of: obtaining a corresponding proportional relation of forward modeling and actual seismic data through performing amplitude uniform quantification processing on a wave equation forward modeling result and the actual seismic data; utilizing a correction coefficient formula or a paint obtained by the forward modeling result to calculate a frequency correction coefficient, a fractured-vuggy reservoir body width correction coefficient and a height correction coefficient of the actual seismic data; based on the proportion correction coefficient and the frequency correction coefficient, obtaining the volume of the fractured-vuggy reservoir body with a product of a squared value of the width correction coefficient and the height correction coefficient after the frequency correction serving as a volume correction coefficient; and combining the average porosity value of rock physical statistic analysis in a work area to perform quantitative description on the corrected reservoir body volume. According to the invention, the quantitative description of the carbonate fractured-vuggy reservoir body scale in the exploration area with the known porosity and the included fluid property is realized.

The invention discloses a device for measuring the dumping volume of a shield construction on line based on profile scanning, and relates to the field of measurement of shield constructions. An n-shaped vertical bracket is arranged on the two sides of a belt conveyor and is perpendicular to the conveying direction of the belt conveyor; three two-dimensional laser scanners are arranged on the bracket; mounting centers of the three two-dimensional laser scanners are positioned on the same horizontal line; a friction wheel is connected with a rotary encoder through a coupler, is arranged on the lower surface of the belt conveyor and is tightly attached to the lower surface of the belt conveyor; a nylon supporting plate is arranged on the lower surface of a conveying belt on the measuring section of the belt conveyor; a main processing unit is used for processing a transverse outline acquired by scanning and calculating the current cross section area by a numerical integration method; the friction wheel is used for measuring the speed of the belt conveyor, and the speed is integrated to acquire the current soil body volume; and an upper computer is used for displaying the current soil body volume in real time. By the device, the soil output of the shield construction can be accurately measured on line in the process of conveying muck by using the belt conveyor.

Provided are an apparatus and method for monitoring a health index using an electroconductive fiber. In the apparatus, a bio signal acquiring unit measures a bio signal using an electroconductive fiber which is worn around a part of a user's body and in which a resistance is varied according to a user's body volume or body temperature. A health index acquiring unit analyzes the bio signal to acquire a health index. A health index notifying unit notifies the health index. Accordingly, the health index can be easily monitored without limitations on the user's behavior.

The invention provides a steel shell concrete structure defect detection method, which comprises: a data collection step: obtaining global waveform data, wherein the global waveform data is formed ona steel shell concrete structure through excitation; an information identifying step: processing the global waveform data to obtain the sub-global waveform information corresponding to any one or anymultiple components in the steel shell concrete structure; and an imaging step: extracting the feature values in the sub-global waveform information, and imaging to obtain a three-dimensional void thickness image. Accordingly the present invention further provides a steel shell concrete structure defect detection system, a steel shell concrete structure defect detection apparatus, and a computer readable storage medium for storing computer programs. According to the present invention, with the method, the system and the apparatus, the concrete filling compaction and the detect size in the large volume steel shell can be subjected to rapid detection and rapid three-dimensional imaging, such that various performance indexes of the steel shell concrete can be ensured so as to ensure the actual use.