首页> 外国专利> T Tension adjustable prestress wide convex T girder and information service construction system of temporary facility structures that can predict and adjust external force using the same and construction method thereof

T Tension adjustable prestress wide convex T girder and information service construction system of temporary facility structures that can predict and adjust external force using the same and construction method thereof

机译:T张力可调节预应力宽凸起T梁和信息服务施工系统,其临时设施结构,可以使用相同和构造方法预测和调整外力

摘要

The present invention relates to a prestressed wide convex T girder capable of adjusting tension, an information construction system for a temporary structure capable of predicting and adjusting external force using the same, and a construction method thereof. made with PS steel material (PC steel bar or PC cable) with linearity, enabling horizontal or bending arrangement, fixing both ends of the PS steel material with fixed anchoring ends (dead ends), and then one reaction anchoring block part Tension and fixation using the action tension fixing part and the detachable hydraulic cylinder of the action tension fixing part make it possible to re-tension, attaching an electronic vibration sensor, and attaching a vernier caliper for direct visual confirmation (horizontal and vertical) ), and after installing the deflection reference line that can measure the girder deflection, the measurement is performed by hingedly connecting the reference wire at the point supported by the brace so that the reference line does not change when the girder is deformed, and the measurement result is calculated using the principle of fit and the equilibrium equation, etc. We provide a pre-stressed wide convex T-girder that can control tension that allows external forces such as earth pressure to be analyzed and future external forces such as earth pressure to be predicted through algorithm analysis, and an informatized construction system and construction method for temporary structures that can predict and adjust external forces using this. is in The present invention for achieving the above object is a girder body portion, and a first and second inner resistance portion configured to have a cross section smaller than the cross section of the girder body portion and extending in the longitudinal direction of the girder body portion from upper both ends of the girder body portion Wide convex T-girders made of internal parts; Doedoe coupled to the lower part of the first extensible part, positioned so as to be spaced apart from the girder body and bolted to the lower part of the first extensible part through a slot hole formed in the upper part so as to be able to slide in the longitudinal direction of the first extensible part by the length of the slot hole Reaction fixing block unit configured; PS steel material fixed so that one end is fixed to the reaction fixing block unit, and the other end is connected to the other end of the girder body unit; an action tension part installed to be interposed between the girder body part and the reaction fixing block part and for introducing a pre-stress to the T girder by pushing the reaction fixing block part so that the PS steel is tensioned; Prestressed wide-width convex T girder capable of adjusting tension, characterized in that it includes; and informatization capable of predicting and adjusting external force using the same; It makes the technical gist of the construction system.
机译:本发明涉及一种能够调节张力的预应力宽凸梁T梁,用于临时结构的信息结构系统,其能够预测和调整外力的临时结构及其构造方法。采用PS钢材(PC钢条或PC电缆),具有线性,使得水平或弯曲布置,用固定的锚固端(死角)固定PS钢材的两端,然后一次反应锚固块部分张力和固定使用动作张力固定部分和动作张力固定部分的可拆卸液压缸使得可以重新张紧,附接电子振动传感器,并将游标卡钳连接以进行直接视觉确认(水平和垂直)),并在安装后可以测量梁偏转的偏转参考线,通过铰接在支架支撑的点处连接参考线来执行测量,使得当梁变形时,参考线不会改变,并且使用原理计算测量结果适合和平衡方程等。我们提供了一种预应力的宽凸梁,可以控制允许外部的张力诸如地球压力的力和未来的外力,例如通过算法分析预测地球压力,以及用于临时结构的信息化结构和施工方法,可以预测和调整外部力量。在本发明中,用于实现上述目的是梁主体部分,并且第一和第二内部电阻部分构造成具有小于梁主体部分的横截面的横截面,并且沿梁体的纵向延伸从内部部件制成的梁体部分的梁体部分的两端部分; Doedoe连接到第一可伸长部分的下部,定位成与梁主体间隔开,并通过形成在上部中的槽孔螺栓固定到第一可伸缩部的下部,以便能够滑动在第一可伸长部分的纵向方向上通过构造的槽孔反应固定块单元的长度; PS钢材固定使得一端固定到反应固定块单元,另一端连接到梁主体单元的另一端;安装的动作张力部件安装在梁体部分和反应固定块部分之间,并通过推动反应固定块部分来引入T梁的预压力,使得PS钢张紧;预应力宽宽度凸起T梁,其能够调节张力,其特征在于它包括;和信息化能够预测和调整外力使用相同的力;它制作了施工系统的技术要客。

著录项

  • 公开/公告号KR102294567B1

    专利类型

  • 公开/公告日2021-08-27

    原文格式PDF

  • 申请/专利权人 HONG SEOK HEE;

    申请/专利号KR20200139153

  • 发明设计人 홍석희;

    申请日2020-10-26

  • 分类号E02D17/04;E02D17/08;E02D5/24;G06Q50/08;

  • 国家 KR

  • 入库时间 2022-08-24 22:19:25

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