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the pressure of the concrete and steel composite file to the file in the file are

机译:混凝土和钢复合锉对锉中锉的压力为

摘要

the design of the pressure of the concrete and the synthesis of the seabed, the time interval from the heat absorption section and welding them to the fixed length of the insertion connecting socket, a synthetic file and uc6a9uc811uc5f0uacb0 steel file, or;and the pressure of the concrete and the seabed, the synthesis of a certain distance from the time interval to the synthesis of the department files and steel file configuration, the synthesis of the file and the file from the steel for welding heat absorption section of the street a lower end of the connection steel welding in the production of the file, the file by opening the file in the construction method, the operation of the file, the file of the pier and the inside of the wall of the quay. he applied to the file, the file is in the composite. the construction, the load and the axial load of the ud728 play a role in the load distribution of the interface and the composite file in the construction. the composite file is the same as the bottom of the sea, and then the position of the virtual image a certain distance apart at the lower section of the composite file with the file from the steel to the pressure of concrete composite file is set as far as possible, the synthesis of the file and the file from the steel welding heat absorption area of a certain uac70ub9acub97c the the lower end of the steel connection connected to the installation file in the file as soon as possible, the ud728 load by interval, the pressure of concrete composite file is set as the axial load, and the connected section, steel file, select the. when in installation, the effect will be as soon as possible in accordance with the nature of the load, the production and construction are different, the welding connection and construction, low production cost, the production and the use of the pier and the inside of the wall to install the file you engineering, structural mechanics, engineering cost saving, and the efficiency of the facilities to the construction of it.
机译:混凝土的压力设计和海床的合成,从吸热段到焊接的时间间隔到插入连接插座的固定长度,一个合成锉和一个 uc6a9 uc811 uc5f0 uacb0钢锉或;以及混凝土和海床的压力,从时间间隔到部门锉刀和钢锉刀配置的合成之间有一定距离的合成,用于焊接吸热的钢材和钢锉刀的合成锉刀生产中连接钢焊接的街道下端部分,在施工方法,操作的锉刀,墩子的锉刀和码头墙的内部,通过打开锉刀的锉刀。他将其应用于文件,该文件位于复合文件中。在结构中, ud728的载荷和轴向载荷在结构中界面和复合文件的载荷分布中起作用。合成文件与海底相同,然后将虚像的位置在合成文件的下部相隔一定距离,将文件从钢到混凝土的合成文件的压力设置到最远尽可能将合成文件和钢制焊接文件从一定的吸热面积 uac70 ub9ac ub97c的钢制连接的下端尽快连接到安装文件中, ud728按间隔载荷,将混凝土复合锉的压力设为轴向载荷,并在连接截面的钢锉中选择。在安装时,效果会根据负载的性质而尽快,生产和构造不同,焊接连接和构造,生产成本低,桥墩和内部的生产和使用在墙上安装您需要的工程文件,结构力学,节省工程成本以及用于建造它的设施的效率。

著录项

  • 公开/公告号KR2004350760000Y1

    专利类型

  • 公开/公告日2007-01-09

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR2020060017620

  • 发明设计人 문병용;김회준;김창래;

    申请日2006-06-29

  • 分类号E02D5/30;

  • 国家 KR

  • 入库时间 2022-08-21 20:31:06

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