公开(公告)号：KR20120057021A

公开(公告)日：2012-06-05

申请号：KR20100118556

申请日：2010-11-26

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE SANG YOON ,  KIM HYEONG YEOL ,  SONG JAE JOON ,  LEE YOUNG HO ,  HWANG YOON KOOG

IPC: E01D2/00 ,  E01D21/00 ,  E04C3/20

CPC classification number: E01D2/00 ,  E01D21/00 ,  E01D2101/28 ,  E04C3/20 ,  E04C3/26 ,  E04C5/16 ,  E04G11/48

Abstract: PURPOSE: A precast end segment for a continuous bridge, a manufacturing method of a girder using the same, and a construction method of a bridge using the same are provided to effectively resist a concentrated load by manufacturing the girder using high-strength concrete. CONSTITUTION: A precast end segment(110) for a continuous bridge comprises an upper flange(111), a web(112), and connection holes(118). The upper flange is formed in a horizontal plate shape. An outer end(115) and an inner end(116) are integrally formed on the web. The outer end is downward extended to the bottom of the upper flange. The inner end has a narrower width than the outer end. Connecting bars(114) are protruded from the inner end surface of the inner end of the web. The connecting holes penetrate through the outer end of the web in the longitudinal direction of a girder. Connectors(117) are inserted into the connecting holes.

Abstract translation: 目的：提供连续桥的预制端段，使用其的梁的制造方法和使用该桥的构造方法，以通过使用高强度混凝土制造梁来有效地抵抗集中载荷。 构成：用于连续桥的预制端段（110）包括上凸缘（111），腹板（112）和连接孔（118）。 上凸缘形成水平板状。 一个外端（115）和内端（116）一体形成在卷材上。 外端向下延伸到上凸缘的底部。 内端具有比外端窄的宽度。 连接杆（114）从腹板的内端的内端面突出。 连接孔沿着梁的纵向方向穿过腹板的外端。 连接器（117）插入到连接孔中。

公开(公告)号：KR20120016862A

公开(公告)日：2012-02-27

申请号：KR20100079358

申请日：2010-08-17

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： HWANG YOON KOOG ,  SONG JAE JOON ,  LEE YOUNG HO ,  LEE MYOUNG JIN

IPC: E02D5/24

CPC classification number: E02D5/285 ,  E02D5/226 ,  E02D5/30 ,  E02D5/526 ,  E02D2300/0025 ,  E02D2300/0054 ,  E02D2300/0068 ,  E02D2300/007

Abstract: PURPOSE: An FRP concrete composite pile connection apparatus is provided to connect FRP concrete composite piles with high strength and to prevent loss of parts at the joints of the FRP concrete composite piles. CONSTITUTION: An FRP concrete composite pile connection apparatus comprises an upper connection member(110), a lower connection member(120), and a coupler(130). The upper connection member is integrally formed on the bottom of an upper FRP concrete composite pile(P1). The lower connection member is integrally formed on the top of a lower FRP concrete composite pile(P2). The coupler is bonded to the upper and the lower connection member with an adhesive.

Abstract translation: 目的：提供一种FRP混凝土复合桩连接装置，用于连接FRP混凝土复合桩高强度，防止FRP混凝土复合桩接头部件损失。 构成：FRP混凝土复合桩连接装置包括上连接构件（110），下连接构件（120）和联接器（130）。 上连接构件一体形成在FRP混凝土复合桩（P1）的底部。 下连接构件一体形成在下FRP混凝土复合桩（P2）的顶部。 联接器用粘合剂粘合到上连接件和下连接件上。