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Preplex beam and method of construction of bridge superstructure using this preflex beam and deck plate

机译:复合梁和使用该复合梁和桥面板的桥梁上部结构施工方法

摘要

Construction of the preplex to allow the construction of the superstructure of the bridge quickly, safely, sexually and economically without the use of demoulding frames requiring pedestals, and the superstructure of the bridge using the preflex beam and deck plate The method relates to a conventional preflex beam having a reinforcing flange reinforced only by reinforced concrete, wherein the reinforcing-concrete reinforcing web (3) is applied to the web (2) except the lower part of the upper flange (6). And the upper flange (2) on the upper sides of the reinforcing web (3) to form a coping (4) throughout the length of the preflex beam to serve as a deck plate support instead of a formwork for top plate construction. The web (2), except for the lower part of 6), is reinforced with reinforcing-concrete reinforcing webs (3), and the upper sides of the reinforcing webs (3) Copings (4) are formed throughout this area, and on the sides of the reinforcing webs (3) there are connecting roots (5) for side connections with adjacent preflex beams and between the upper flanges (6) and the upper surface of the copings (4). The deck plate for replacing the formwork for top plate construction between the copings (4,4) of the adjacent preflex beam (1,1) is placed on the piers with the preflex beam (1,1) from which the upper muscle (7) (10), the connecting rods (5, 5) are connected to each other by the connecting reinforcing bar (13) and then the formwork is installed and the upper barrel connecting bars (7, 7) are connected to the upper plate (15) After the concrete of the cross beam is cured, the formwork is demolished and the deck plate 10 is a permanent method of construction of the bridge superstructure.
机译:该预制结构的建造允许快速,安全,性和经济地构造桥梁的上部结构,而无需使用需要基座的脱模框架,并且该桥梁的上部结构使用了预弯曲梁和甲板板。具有仅由钢筋混凝土加强的加强凸缘的梁,其中,除了上部凸缘(6)的下部之外,将钢筋混凝土加强腹板(3)施加到腹板(2)上。并且在加强腹板(3)的上侧上的上凸缘(2)在整个预挠性梁的整个长度上形成顶盖(4),以用作甲板支撑而不是用于顶板构造的模板。腹板(2),除了下部的6以外,用钢筋混凝土腹板(3)进行加强,并且腹板(3)的上侧在整个区域上形成顶盖(4),并在加强腹板(3)的侧面有连接根部(5),用于与相邻的预弯曲梁侧面连接,并且在上凸缘(6)和顶盖(4)的上表面之间。用于替换相邻的预弯梁(1,1)的顶盖(4,4)之间的顶板结构模板的盖板被放置在带有预弯梁(1,1)的桥墩上,上部肌肉(7) )(10),通过连接加强杆(13)将连杆(5,5)相互连接,然后安装模板,并将上部枪管连接杆(7,7)连接到上部板( 15)在横梁的混凝土固化之后,拆除模板,并且甲板10是桥梁上部结构的永久性构造方法。

著录项

  • 公开/公告号KR100282297B1

    专利类型

  • 公开/公告日2001-02-15

    原文格式PDF

  • 申请/专利权人 삼표산업주식회사;

    申请/专利号KR19980019098

  • 发明设计人 이무일;

    申请日1998-05-26

  • 分类号E01D19/12;E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-22 01:12:30

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