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Peng Chunyi
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1:
[发明]
【中文】一种采用对称门吊悬拼架设W形钢桁梁的方法 【EN】Method for erecting W-shaped steel truss girder by adopting symmetrical gantry crane suspension assembly
申请号:
201911347570.7
公开号:CN111119070A 主分类号:E01D21/10
申请人:
【中文】江苏中铁山桥重工有限公司【EN】JIANGSU CHINA RAILWAY SHANHAIGUAN BRIDGE HEAVY INDUSTRY Co.,Ltd.
申请日:2019.12.24 公开日:2020.05.08
发明人:
【中文】赵天宇
;
马浩鹏
;
李春毅
;
任澎
;
张倩倩
;
张慧博【EN】Zhao Tianyu
;
Ma Haopeng
;
Li Chunyi
;
Ren Peng
;
Zhang Qianqian
;
Zhang Huibo
摘要:【中文】本发明涉及一种采用对称门吊悬拼架设W形钢桁梁的方法,其特征在于:具体方法如下:包括S1:排架及龙门吊的安装;S2:钢桁梁的架设;S3:钢管桩的拆除;本发明中钢桁梁拼装采用从主桥墩向两侧对称架设,中跨先架设至河道位置,边跨继续架设,待边跨架设完成后,进行中跨的拼装的方法,钢桁架拼装效率高;最后再合拢段从下弦杆至腹杆再至上弦杆拼装;保证了最终的合拢精度,提高了合拢的效率。 【EN】The invention relates to a method for erecting a W-shaped steel truss girder by adopting symmetrical gantry crane suspension splicing, which is characterized by comprising the following steps: the specific method comprises the following steps: including S1: installing a bent frame and a gantry crane; s2: erecting a steel truss girder; s3: dismantling the steel pipe pile; the steel truss girder assembly is symmetrically erected from a main pier to two sides, a midspan is erected to a river channel position first, an edge span is continuously erected, and after the edge span is erected, midspan assembly is carried out, so that the steel truss girder assembly efficiency is high; finally, assembling the closure section from the lower chord member to the web member and then to the upper chord member; the final folding precision is ensured, and the folding efficiency is improved.
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2:
[发明]
【中文】基于聚类分析的光伏电站超短期出力预测方法 【EN】Photovoltaic power station ultra-short term output prediction method based on cluster analysis
申请号:
201911232972.2
公开号:CN110929953A 主分类号:G06Q10/04
申请人:
【中文】国网山东省电力公司电力科学研究院
;
国家电网有限公司
;
国网山东省电力公司
;
济南大学【EN】Electric Power Research Institute of State Grid Shandong Electric Power Company
;
STATE GRID CORPORATION OF CHINA
;
State Grid Shandong Electric Power Company
;
University of Jinan
申请日:2019.12.04 公开日:2020.03.27
发明人:
【中文】张兴友
;
于芃
;
王飞
;
王春义
;
张晓磊
;
杜鹏
;
卢志鹏
;
刘涛
;
魏大钧
;
李伟鹏
;
闫崇峰
;
史洁
;
程新功【EN】Zhang Xingyou
;
Yu Pi
;
Wang Fei
;
Wang Chunyi
;
Zhang Xiaolei
;
Du Peng
;
Lu Zhipeng
;
Liu Tao
;
Wei Dajun
;
Li Weipeng
;
Yan Chongfeng
;
Shi Jie
;
Cheng Xingong
摘要:【中文】本发明公开了一种基于聚类分析的光伏电站超短期出力预测方法,包括以下步骤:采用模糊聚类方法对历史气象数据进行分类,并按照历史气象数据与光伏历史发电功率数据的映射关系对光伏历史发电功率进行分类;根据不同分类下的历史气象数据和光伏历史发电功率数据建立相应的光伏发电功率预测模型;并进行光伏电站超短期出力预测。本发明针对不同天气情况分别建模对提高预测精度提供了一种新的思路,在预测时考虑了发电电量、环境温度、辐射强度、当地天气和风速风向,根据不同天气类型采用相应的预测模型来预测不同天气类型的发电功率,该模型在计算速度、预测精度和模型复杂度上有明显优越性。 【EN】The invention discloses a photovoltaic power station ultra-short term output prediction method based on cluster analysis, which comprises the following steps of: classifying historical meteorological data by adopting a fuzzy clustering method, and classifying photovoltaic historical power generation power according to the mapping relation between the historical meteorological data and the photovoltaic historical power generation power data; establishing a corresponding photovoltaic power generation power prediction model according to historical meteorological data and photovoltaic historical power generation power data under different classifications; and ultra-short term output prediction of the photovoltaic power station is carried out. The invention provides a new idea for improving the prediction accuracy by respectively modeling aiming at different weather conditions, the generated electricity quantity, the environmental temperature, the radiation intensity, the local weather and the wind speed and the wind direction are considered during prediction, and the generated power of different weather types is predicted by adopting corresponding prediction models according to different weather types, and the models have obvious superiority in calculating speed, prediction accuracy and model complexity.
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3:
[发明]
【中文】基于膨胀土渠坡纵向裂缝的贴嘴式灌浆施工方法 【EN】Nozzle-attached grouting construction method based on longitudinal cracks of expansive soil channel slope
申请号:
201911366917.2
公开号:CN111119129A 主分类号:E02B3/16
申请人:
【中文】南水北调中线干线工程建设管理局渠首分局【EN】Headwork branch of South to North Water Diversion Middle Route trunk line project construction administration
申请日:2019.12.26 公开日:2020.05.08
发明人:
【中文】程德虎
;
尹延飞
;
郝继锋
;
周学友
;
李斌
;
王西苑
;
王军
;
张敏
;
彭春义
;
孙统领
;
康静伟
;
冯党
;
解林
;
刘琴文【EN】Cheng Dehu
;
Yin Yanfei
;
Hao Jifeng
;
Zhou Xueyou
;
Li Bin
;
Wang Xiyuan
;
Wang Jun
;
Zhang Min
;
Peng Chunyi
;
Sun Tongling
;
Kang Jingwei
;
Feng Dang
;
Xie Lin
;
Liu Qinwen
摘要:【中文】本发明公开了一种基于膨胀土渠坡裂缝的贴嘴式灌浆施工方法,通过选取试验段、清理裂缝、初步封堵缝隙、预置灌浆管、准备灌浆材料、制备浆液、灌注浆液及取芯等一系列步骤,完成对渠坡裂缝的灌浆施工。与现有技术相比,本发明采用的技术方案表明路面以下90‑115cm范围内土体填筑密实、裂缝宽,含水率低,此时采用地面贴嘴式灌浆,仅挖除沥青路面,灌浆效果较好,不仅能有效封堵渠坡的裂缝,而且能保持较长时间不再有裂缝。 【EN】The invention discloses a nozzle-attaching grouting construction method based on expansive soil channel slope cracks, which completes grouting construction of channel slope cracks through a series of steps of selecting a test section, cleaning cracks, primarily plugging the cracks, presetting a grouting pipe, preparing a grouting material, preparing slurry, pouring the slurry, coring and the like. Compared with the prior art, the technical scheme adopted by the invention shows that the soil body within the range of 90-115cm below the road surface is densely filled, has wide cracks and low water content, and at the moment, the nozzle-attached grouting is adopted, only the asphalt road surface is dug, the grouting effect is better, the cracks of the channel slope can be effectively blocked, and the cracks can be kept for a longer time without any more.
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