POMELO PEEL ESSENTIAL OIL EXTRACTION METHOD BY PEEL ICING AND BREAKING
    171.
    发明申请
    POMELO PEEL ESSENTIAL OIL EXTRACTION METHOD BY PEEL ICING AND BREAKING 有权
    POMELO PEEL基础油提取方法由PEEL ICING和断裂

    公开(公告)号:US20150073161A1

    公开(公告)日:2015-03-12

    申请号:US14395611

    申请日:2012-12-18

    CPC classification number: C11B9/02 A23L19/07 A23L27/13

    Abstract: A method of ice-crystal wall-breaking extraction of the pomelo peel essencial oil, including: first selecting a fresh pomelo, peeling off the outmost oil cell layer with a peeler, and collecting the cortex that is 1.5-2.5 mm thick; slowly freezing the pomelo peel oil cell layer at −15° C. to −30° C. to form ice crystal; breaking the pomelo peel ice crystal with a breaker; thawing the broken ice crystal, and then squeezing with a screw squeezer to obtain a squeezed mixed liquid; adding 3-4% by mass of the table salt to the squeezed mixed liquid, and standing to stratify at reduced pressure, thereby obtaining an oil-water mixture; distilling the mixed liquid at reduced pressure, and collecting the distillate to obtain an oil-water mixture that undergoes natural stratification; discarding the water layer, thereby obtaining the pomelo peel essential oil.

    Abstract translation: 柚皮精油的冰晶断裂提取方法,包括:首先选择新鲜的柚子,用剥皮机剥离最外层的油细胞层,收集1.5-2.5毫米厚的皮质; 将柚皮油细胞层在-15℃下缓慢冷冻至-30℃以形成冰晶; 用断路器打破柚皮冰晶; 解冻破碎的冰晶,然后用螺杆挤压机挤压得到挤压的混合液体; 将3-4质量%的餐盐加入挤压的混合液中,静置以减压分层,得到油 - 水混合物; 在减压下蒸馏混合液体,并收集馏出物以获得经历自然分层的油水混合物; 丢弃水层,从而获得柚皮精油。

    DISPLAY MODULE
    172.
    发明申请

    公开(公告)号:US20250151584A1

    公开(公告)日:2025-05-08

    申请号:US18513678

    申请日:2023-11-20

    Abstract: The present application provides a display module including a first display substrate and a second display substrate. The first display substrate includes a first substrate and a plurality of first light-emitting units. The plurality of first light-emitting units are disposed at intervals on the first substrate. The second display substrate is disposed on a backside of a light-emitting side of the first display substrate, and includes a second substrate and a plurality of second light-emitting units. The plurality of second light-emitting units are disposed at intervals on the second substrate, and are staggeredly disposed with the plurality of first light-emitting units, respectively. The display module has a high resolution.

    METHOD FOR DESIGNING STRONG COLUMN AND WEAK BEAM OF STEEL FRAME BEAM-BOX COLUMN UNDER BIDIRECTIONAL EARTHQUAKE ACTIONS

    公开(公告)号:US20250086351A1

    公开(公告)日:2025-03-13

    申请号:US18789721

    申请日:2024-07-31

    Abstract: The present invention provides a method for designing a strong column and weak beam of a steel frame beam-box column under bidirectional earthquake actions, including the following steps: designing an initial frame; defining important beam-column joints and important sections at a designed axial compression ratio according to a calculated result of a response spectrum CQC method of the initial frame; unifying bidirectional COF values of the important beam-column joints; determining a degree to achieve the strong column and weak beam and proposing two quantifiable evaluation indexes P1 and P2; performing statistics on a damage index D of the frame after an elastic-plastic time-history analysis of a plurality of selected groups of natural waves, and acquiring a parameter frame meeting a target yield mechanism via the statistics performed on the damage index D in combination with an evaluation standard provided by the present invention.

    METHOD AND SYSTEM FOR SITING HEAT WAVE MONITORING STATIONS BASED ON RISK EVALUATION

    公开(公告)号:US20240402386A1

    公开(公告)日:2024-12-05

    申请号:US18677981

    申请日:2024-05-30

    Abstract: Disclosed is a method for siting heat wave monitoring stations based on risk evaluation, including: acquiring historical meteorological data of a target region, and preprocessing the historical meteorological data to generate a gridded associated meteorological data set; identifying historical high-temperature heat wave events based on the associated meteorological data set, and calculating parameters and summary indexes of heat wave feature of grids; evaluating station building priority of the grids based on spatial distribution features of the summary indexes; acquiring multi-source data, and evaluating a heat wave risk to generate a heat wave risk map; performing iterative computation using an optimization algorithm based on current station building information, temporal-spatial distribution features of meteorological factors and the heat wave risk map to determine alternative station building positions; and acquiring on-site survey information of each alternative station building position, and determining a position where a station is to be built.

    HIGH-RISE MODULAR STEEL STRUCTURE BUILDING NODE IN REGION OF HIGH SEISMIC INTENSITY AND CONSTRUCTING METHOD THEREFOR

    公开(公告)号:US20240368911A1

    公开(公告)日:2024-11-07

    申请号:US18037777

    申请日:2022-10-31

    Abstract: The building node includes an upper unit column, a lower unit column, an upper unit bottom beam, a lower unit ceiling beam, an upper connecting box, a lower connecting box, a connecting plate, an upper anchorage device, a lower anchorage device, an upper sleeve, a lower sleeve, a pull rod shear lock, position limiting nuts, and an injection pipe. The lower anchorage device is fixedly connected to the top plate of the lower connecting box; the lower position limiting nut is fixedly connected to the lower anchorage device; one end of the lower sleeve is fixedly connected to the lower anchorage device, and another end of the lower sleeve is fixedly connected to the top plate of the lower connecting box; the bottom of the upper sleeve is fixedly connected to the bottom plate of the upper connecting box.

    Method for solving for converter valve states and valve currents based on valve-side current timing characteristics

    公开(公告)号:US12126246B2

    公开(公告)日:2024-10-22

    申请号:US18036537

    申请日:2021-09-30

    CPC classification number: H02M1/0012 H02M1/0009

    Abstract: The present invention discloses a calculation method for a converter valve state and a valve current based on temporal features of a valve side current, the process is follows: collecting three-phase AC currents, DC currents on a valve side of a converter of a DC transmission system, and trigger pulses of converter valves; establishing a node current equation of the AC currents and valve currents; when detecting a rising edge of a trigger pulse of a converter valve, latching the number of the converter valve; according to the trigger pulses of the converter valves, and amplitude characteristics of the AC currents and characteristics of AC variations, to perform a conducting state and a blocking state judgment of valve states, and obtaining valve states; judging whether each phase has a bypass state; through summing the valve bypass states of the three phases to judge a number of bypass phases; supplementing bypass loop voltage equation; calculating the converter valve currents; when the calculated value of the valve currents is negative, the valve state is corrected to blocking state according to a one-way conductivity of the converter valves, otherwise do not correct; repeating the above steps again to calculate the valve current.

    FRICTION ENERGY DISSIPATION COLUMN FOR BI-DIRECTIONAL DEFORMATION COOPERATIVE AND MULTI-STAGE WORKING

    公开(公告)号:US20240328187A1

    公开(公告)日:2024-10-03

    申请号:US18704063

    申请日:2023-03-24

    CPC classification number: E04H9/0237 E04H9/024

    Abstract: A friction energy dissipation column for bi-directional deformation cooperative and multi-stage working, includes two cantilever part I-shaped steel columns, a middle part I-shaped steel column, wherein the middle part I-shaped steel column is located between the two cantilever part I-shaped steel columns, and the middle part I-shaped steel column is detachably connected to the two cantilever part I-shaped steel columns via a pin shaft connector and a friction energy dissipation assembly. An upper end and a lower end web of the friction energy dissipation column are connected to the frame beam via a connecting plate, and the flanges on both sides are provided with haunched supports.

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