公开(公告)号：KR20120013739A

公开(公告)日：2012-02-15

申请号：KR20100075927

申请日：2010-08-06

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： LEE SANG SUP ,  BAE KYU WOONG ,  HEO BYUNG WOOK ,  PARK KEUM SUNG ,  GWAK MYEONG GEUN

IPC: E04B5/16 ,  E04B1/30 ,  E04B1/38

CPC classification number: E04B5/18 ,  E04B1/165 ,  E04B5/26 ,  E04C3/20 ,  E04G13/04

Abstract: PURPOSE: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is provided to reduce costs and enhance constructability since timbering for supporting a beam mold can be omitted. CONSTITUTION: A method of constructing an in-site rebar concrete beam using a preinstalled precast concrete slab is as follows. Timbering(11) is installed. A precast concrete slab(21) is placed on the timbering. A beam mold(31) pre-assembled is transported. A bolt is fastened to an insert nut pre-installed on the precast concrete slab to suspend the mold. Rebar is arranged in the beam mold and on the precast concrete slab. Beam concrete(41) and additional concrete(51) are simultaneously placed. After the concrete is hardened, the beam mold and the timbering are removed.

Abstract translation: 目的：提供一种使用预装的预制混凝土板构筑现场钢筋混凝土梁的方法，以降低成本并提高结构性，因为可以省略用于支撑梁模的木材加工。 构成：使用预装的预制混凝土板构造现场钢筋混凝土梁的方法如下。 木材（11）已安装。 预制混凝土板（21）放置在木材上。 运输预组装的梁模（31）。 螺栓固定在预先安装在预制混凝土板上的插入螺母上以悬挂模具。 钢筋设置在梁模具和预制混凝土板上。 同时放置梁混凝土（41）和附加混凝土（51）。 混凝土硬化后，梁模和木材被取下。

公开(公告)号：KR20120013742A

公开(公告)日：2012-02-15

申请号：KR20100075933

申请日：2010-08-06

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： BAE KYU WOONG ,  LEE SANG SUP ,  HEO BYUNG WOOK ,  PARK KEUM SUNG ,  GWAK MYEONG GEUN

IPC: E04B5/38 ,  E04C3/293

CPC classification number: E04C3/293 ,  E04B5/23 ,  E04G13/04

Abstract: PURPOSE: A composite beam for reducing floor height without separate refractory coating and a beam-slab bonding structure using the same are provided to remove a need for separate refractory coating in a state that a lower flange is completely buried at concrete for composition. CONSTITUTION: A composite beam for reducing floor height without separate refractory coating comprises a steel beam(10), a mold board(15), and concrete. The steel beam comprises a lower horizontal plate(11), a central vertical plate(12), an upper horizontal plate(13), and a wing plate(14). The first three plates make an H-shaped section. The mold board is coupled to the wing plate on the lower part of the steel beam. The concrete is charged in a space surrounded by the wing plate and the mold plate and is integrated with the steel beam.

Abstract translation: 目的：提供一种用于降低地板高度而不使用单独的耐火涂层的复合梁和使用其的梁 - 板结合结构，以在下部凸缘完全埋在混凝土中用于组成的状态下消除对单独耐火涂层的需要。 构成：用于降低地板高度而不使用单独耐火涂层的复合梁包括钢梁（10），模板（15）和混凝土。 钢梁包括下水平板（11），中心垂直板（12），上水平板（13）和翼板（14）。 前三个板形成H形截面。 模板与钢梁下部的翼板相连。 混凝土充填在由翼板和模板包围的空间中，并与钢梁一体化。

公开(公告)号：KR20090123833A

公开(公告)日：2009-12-02

申请号：KR20090068433

申请日：2009-07-27

Applicant: KOREA INST CONSTRUCTION TECH ,  KOREA INST OF CONSTRUCTION MAT

Inventor： LEE MUN HWAN ,  BAE KYU WOONG ,  LEE SEA HYUN ,  LEE SANG SUP ,  CHAE SEONG TAE ,  JUNG SANG HWA

IPC: E06B3/66 ,  E04F11/18

CPC classification number: E06B3/6612 ,  E04F11/181 ,  E05Y2800/40

Abstract: PURPOSE: An external window structure of a building having a guard rail made of a laminated glass is provided to prevent the falling accident of an occupant by using a laminated glass as a guard rail. CONSTITUTION: An external window structure of a building having a guard rail made of a laminated glass is composed of an upper frame(10), an intermediate frame(11), a lower frame(12), and an outer fixed window. The upper frame, the intermediate frame, and the lower frame are arranged horizontally. The upper frame, the intermediate frame, and the lower frame are combined to the edge of the outer fixed window made of a glass. The outer fixed window is installed between the intermediate frame and the lower frame. The outer fixed window is made of the laminated glass having the contacted structure by interposing a transparent film between plate glasses.

Abstract translation: 目的：提供一种具有由夹层玻璃制成的护栏的建筑物的外窗结构，以通过使用夹层玻璃作为护栏来防止乘客的下落事故。 构成：具有由夹层玻璃制成的护栏的建筑物的外窗结构由上框架（10），中间框架（11），下框架（12）和外固定窗构成。 上框架，中间框架和下框架水平布置。 上框架，中间框架和下框架组合到由玻璃制成的外固定窗的边缘。 外固定窗安装在中间框架和下框架之间。 外固定窗由具有接触结构的夹层玻璃制成，在玻璃板之间插入透明膜。

公开(公告)号：GB2496768B

公开(公告)日：2016-04-20

申请号：GB201300317

申请日：2010-06-09

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： BAE KYU WOONG ,  KWAK MYONG KEUN ,  HEO BYUNG WOOK ,  PARK KEUM SUNG ,  LEE SANG SUP

IPC: E04B5/40 ,  E04C5/065

Abstract: The present invention relates to a composite deck plate integrated with a bar truss, the bar truss being coupled to cover an upper surface of a folding-type deck plate, and a method for manufacturing same. According to an embodiment of the present invention, a composite deck plate integrated with a bar truss comprises a trough-shaped deck plate and a bar truss. The trough-shaped deck plate includes: single units arranged transversely in repetition and each having an upper plate, side plates bent and extended downward at a slant from both cross-directional ends of the upper plate, and a lower plate bent horizontally from the cross-directional ends of the side plates; and a connecting part disposed at the free end of each of the lower plates. The bar truss includes: a pair of horizontally symmetrical bent bars, each being a continuously recurring unit module of a web bar, wherein each unit module includes left and right slopes separated from each other at mutually opposed slopes; a first bent portion connecting the upper ends of the left and right slopes; and a second bent portion at the lower ends of the left and right slopes, and bent in the form of a trough-shaped deck plate and coupled to cover the upper, side, and lower plates of the trough-shaped deck plate. An upper bar is coupled across the second bent portions, and a lower bar is coupled across the first connecting portions so that the web bar, the upper bar, and the lower bar are disposed on a common planar surface.

公开(公告)号：AU2016200075A1

公开(公告)日：2016-02-11

申请号：AU2016200075

申请日：2016-01-07

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： BAE KYU WOONG ,  HEO BYUNG WOOK ,  PARK JONG-BOK ,  LEE SANG SUP ,  KWAK MYONG KEUN

IPC: E04B5/40 ,  E04C5/06

Abstract: The present invention relates to a composite deck plate integrated with a bar truss, including: a trapezoidal deck plate having units arranged repeatedly in a transverse 5 direction, each unit having an upper plate, side plates bent and extended downward at a slant from both ends of the upper plate in the width direction of the upper plate, and lower plates bent horizontally from the ends of the side plates in the width direction of the side plates, and connecting 10 portions formed at the free ends of the lower plates; and the bar truss having upper bars, lower bars, and a plurality of web bars each having a pair of bent bars having up and down symmetrical structures with respect to a horizontal line, one bent bar having unit modules continuously disposed repeatedly 15 in left and right directions thereof, each unit module having left and right slopes spaced apart from each other in such a manner as to have inclinations opposite to each other, a first bent portion adapted to connect the top ends of the left and right slopes, and second bent portions formed at the 20 bottom ends of the left and right slopes. WO 2011/155645 PCT/KR2010/003696 [Fig. 1] -12 H-H 2H0 23 -21 -20 [Fig. 2] [Fig. 3] 2 231 2 2 22 231 233 232 22 [Fig. 4] 23 234 23a

公开(公告)号：GB2496768A

公开(公告)日：2013-05-22

申请号：GB201300317

申请日：2010-06-09

Applicant: KOREA INST CONSTRUCTION TECH

Inventor： BAE KYU WOONG ,  KWAK MYONG KEUN ,  HEO BYUNG WOOK ,  PARK KEUM SUNG ,  LEE SANG SUP

IPC: E04B5/40 ,  E04C5/065

Abstract: The present invention relates to a composite deck plate integrated with a bar truss, the bar truss being coupled to cover an upper surface of a folding-type deck plate, and a method for manufacturing same. According to an embodiment of the present invention, a composite deck plate integrated with a bar truss comprises a trough-shaped deck plate and a bar truss. The trough-shaped deck plate includes: single units arranged transversely in repetition and each having an upper plate, side plates bent and extended downward at a slant from both cross-directional ends of the upper plate, and a lower plate bent horizontally from the cross-directional ends of the side plates; and a connecting part disposed at the free end of each of the lower plates. The bar truss includes: a pair of horizontally symmetrical bent bars, each being a continuously recurring unit module of a web bar, wherein each unit module includes left and right slopes separated from each other at mutually opposed slopes; a first bent portion connecting the upper ends of the left and right slopes; and a second bent portion at the lower ends of the left and right slopes, and bent in the form of a trough-shaped deck plate and coupled to cover the upper, side, and lower plates of the trough-shaped deck plate. An upper bar is coupled across the second bent portions, and a lower bar is coupled across the first connecting portions so that the web bar, the upper bar, and the lower bar are disposed on a common planar surface.