公开(公告)号：KR101362193B1

公开(公告)日：2014-02-12

申请号：KR1020120132952

申请日：2012-11-22

Applicant: 대림산업 주식회사 ,  서울대학교산학협력단

Inventor： 강수민 ,  김효락 ,  박홍근

IPC: E04B2/72 ,  E04G11/06

Abstract: The present invention relates to a cast-in-place concrete nonbearing wall installation structure and a construction method for cast-in-place concrete nonbearing wall capable of solving problems of generating a gap between a dry wall and a bottom slab and generating a crack and a defect of a binding part between the dry wall and the bottom slab due to the problems, such as high costs, difficulty of high cost product management, and short and long-term deflection of a bottom slab, of the conventional technology constructing a nonbearing wall using a dry wall by constructing, between the upper and lower bottom slabs on each floor of a double storied building, a nonbearing wall (non-structural wall) which is not applied with vertical load. In the present invention, a nonbearing wall (1) is manufactured by cast-in-place concrete (4). An isolation damping material (2) capable of absorbing strain by elasticity is installed between the bottom slabs (10, 20) in an upper and a lower end of the nonbearing wall (1). The vertical deflection generated in the bottom slabs (10, 20) is absorbed by the compression strain of the isolation damping material (2), thereby making the vertical load not to be applied to the nonbearing wall (1).

Abstract translation: 本发明涉及一种现浇混凝土不支护壁安装结构和一种现浇混凝土无墙壁的施工方法，能够解决在干壁和底板之间产生间隙并产生裂缝的问题， 由于成本高昂，产品管理成本高，底板长短偏转等问题，干壁和底板之间的结合部分存在缺陷，构成不锈钢的常规技术 在双层建筑的每个楼层的上下两层板之间，通过在不施加垂直载荷的非墙壁（非结构墙）上构造干墙。 在本发明中，由现浇混凝土（4）制造不锈钢壁（1）。 能够通过弹性吸收应变的隔离阻尼材料（2）安装在不锈钢壁（1）的上端和下端的底板（10,20）之间。 在底板（10,20）中产生的垂直偏转被隔离阻尼材料（2）的压缩应变吸收，从而使垂直载荷不施加到不锈钢壁（1）上。

公开(公告)号：KR3006288500000S

公开(公告)日：2012-01-18

申请号：KR3020100036750

申请日：2010-08-23

Applicant: 대림산업 주식회사 ,  서울대학교산학협력단 ,  주식회사 삼호

Designer： 강수민 ,  김욱종 ,  이도범 ,  강명수 ,  김남일 ,  박홍근

公开(公告)号：KR1020120018622A

公开(公告)日：2012-03-05

申请号：KR1020100081581

申请日：2010-08-23

Applicant: 대림산업 주식회사 ,  서울대학교산학협력단 ,  주식회사 삼호

Inventor： 강수민 ,  김욱종 ,  이도범 ,  강명수 ,  김남일 ,  박홍근

IPC: E04B5/43

CPC classification number: E04C5/0645 ,  E04B1/165 ,  E04B1/38 ,  E04B5/32 ,  E04B5/43

Abstract: PURPOSE: A bending-shearing reinforcing member for the bonding part of a flat slab and a post and a reinforcing structure using the same are provided to be easily applied to a thin slab since an increase in the thickness of a slab due to shearing and bending reinforcing can be avoided. CONSTITUTION: A bending-shearing reinforcing member(1) for the bonding part of a flat slab and a post comprises an upper-bending reinforcing bar(11), a lower-bending reinforcing bar(12), and a web bar(13). The upper-bending reinforcing bar and the lower-bending reinforcing bar are arranged in parallel at an interval and are extended. The upper-bending reinforcing bar and the lower-bending reinforcing bar increase the bending strength of concrete on a bonding part. The web bar forms a zigzag shape and is bent in a curved shape to form a wave. The part bent to be curved into a wave form is welded to face the inner surfaces of the upper- and lower-bending reinforcing bars.

Abstract translation: 目的：提供一种用于平板坯和立柱的接合部分的弯曲剪切加强构件和使用其的加强结构，由于剪切和弯曲而导致的板坯厚度增加，容易施加到薄板坯 可以避免加固。 构成：用于平板坯和柱的接合部分的弯曲剪切加强构件（1）包括上弯曲加强杆（11），下弯曲加强杆（12）和腹板条（13） 。 上弯曲加强筋和下弯曲加强筋以间隔平行布置并延伸。 上弯曲钢筋和下弯钢筋增加了混凝土在接合部分的弯曲强度。 网条形成Z字形，弯曲成弯曲形状，形成波浪状。 被弯曲成波形的部分被焊接以面对上下弯曲钢筋的内表面。

公开(公告)号：KR100753372B1

公开(公告)日：2007-08-30

申请号：KR1020060110567

申请日：2006-11-09

Applicant: 대림산업 주식회사 ,  박홍근

Inventor： 박홍근 ,  강수민 ,  방중석 ,  이지웅 ,  이도범 ,  이철 ,  이권재 ,  손성헌

IPC: E02D27/28 ,  E02D27/08

公开(公告)号：KR100766798B1

公开(公告)日：2007-10-17

申请号：KR1020070007989

申请日：2007-01-25

Applicant: 대림산업 주식회사

Inventor： 김효성 ,  은학수 ,  강수민 ,  박홍근

IPC: E04B1/34 ,  E02D29/00 ,  E04B5/43

Abstract: A double transfer slab system for utilizing an underground space is provided to make the best use of underground space by mounting a machine room between double transfer slabs, and to reinforce the structure by distributing load from a wall through the double transfer slabs and decreasing shear force. A double transfer slab system includes a first transfer slab(2) installed in a lower part of a wall(100) to distribute load transmitted through the wall, and a second transfer slab(4) installed in the bottom of the wall, spaced from the first transfer slab and supported by an underground beam to distribute load of the wall transmitted from the first transfer slab. The first and second transfer slabs are formed of a box, and a reinforcing wall(8) is extended from the wall placed between the first and second transfer slabs to transmit load from the first transfer slab to the second transfer slab.

Abstract translation: 提供了一种利用地下空间的双转移板系统，通过在双转移板之间安装机房，最大限度地利用地下空间，并通过分配双层转移板上的载荷和减小剪切力来加强结构 。 双转移板系统包括安装在壁（100）的下部中以分布通过壁传递的载荷的第一转移板（2）和安装在壁的底部中的第二转移板（4），间隔开 第一转移板并由地下梁支撑以分配从第一转移板传递的壁的载荷。 第一和第二转移板由箱形成，并且加强壁（8）从放置在第一和第二转移板之间的壁延伸，以将载荷从第一转移板传递到第二转移板。

公开(公告)号：KR100733837B1

公开(公告)日：2007-07-03

申请号：KR1020060087386

申请日：2006-09-11

Applicant: 대림산업 주식회사 ,  재단법인서울대학교산학협력재단

Inventor： 박홍근 ,  홍건호 ,  박순규 ,  김욱종 ,  강수민

IPC: E04C3/30 ,  E04B1/30

Abstract: A multistory one-joint precast concrete column is provided to heighten constructability by reducing a craning process and a craning weight by split-manufacturing a PC(precast concrete) column and decreasing unit weight. The multistory one-joint precast concrete column(10) comprises primary and secondary built-up columns(10a,10b) which are manufactured separately to be symmetric to each other and provided with many bolt holes(15) to assemble with each other by many connecting bolts(14) in a construction site. The primary and secondary built-up columns are formed to make many vertical bars(20) and diagonal bars(30) exposed to a space between columns(11,12,13) of each story coupled with a PC beam, wherein the vertical bars are arranged on each corner of the primary and secondary built-up columns in the longitudinal direction to connect and support the spaced columns of each story, and the diagonal bars are arranged on the inside of the vertical bars to prevent lateral buckling on a joint between the PC column and the PC beam.

Abstract translation: 提供多层单联预制混凝土柱，通过分裂制造PC（预制混凝土）柱和降低单位重量减少起重过程和起重量来提高施工能力。 多层单联预制混凝土柱（10）包括分开制造成彼此对称并具有许多螺栓孔（15）的主要和次要组合柱（10a，10b），以便通过许多螺栓孔彼此组装 连接螺栓（14）在施工现场。 初级和次级组合柱形成为使得暴露于与PC梁耦合的每个故事的柱（11,12,13）之间的空间的许多垂直杆（20）和对角杆（30），其中垂直杆 沿纵向布置在主要和次要堆叠列的每个角上，以连接和支撑每个故事的间隔的列，并且对角线条布置在垂直条的内侧上，以防止横向屈曲在 PC柱和PC梁。

公开(公告)号：KR100693122B1

公开(公告)日：2007-03-12

申请号：KR1020060048965

申请日：2006-05-30

Applicant: 대림산업 주식회사 ,  재단법인서울대학교산학협력재단

Inventor： 홍건호 ,  박순규 ,  박홍근 ,  김욱종 ,  강수민

IPC: E04B5/32

Abstract: A hollow core precast slab integrated with ondol is provided to reduce the period of construction, to simplify a construction process, to improve quality and to cut down on construction expenses by constructing a slab and ondol integrally. The hollow core precast slab integrated with ondol contains a precast slab(10) provided with hollow cores(11) to cut off the loss of heat, hot water pipelines(20) laid in pipeline grooves(12) of the precast slab at regular intervals, and a finishing layer(30) made of topping concrete or finishing concrete and placed on the top of the hot water pipeline. The construction method for a hollow core precast slab integrated with ondol comprises the steps of carrying a hollow core precast slab in a job site using a crane and assembling between a beam and a beam, laying hot water pipelines in upper pipeline grooves of the precast slab at regular intervals, placing a finishing layer on the top of the hot water pipelines and attaching an insulation on the bottom of the precast slab.

Abstract translation: 为了缩短施工周期，简化施工工艺，提高质量，并通过整体砌筑板坯和ondol来降低施工费用，提供了一种与ondol结合的中空预制板。 与ondol一体化的中空预制板包括预制板（10），该预制板设有用于切断热量损失的中空芯（11），以预定间隔布置在预制板的管道槽（12）中的热水管道（20） ，以及由顶部混凝土或精加工混凝土制成并放置在热水管道顶部的修整层（30）。 本发明的空心板预制板的施工方法，包括以下步骤：用吊车在工地施工中空心预制板，在梁与梁之间组装，在预制板的上部管道槽内铺设热水管道 定期在热水管道顶部放置精加工层，并在预制板底部安装绝缘层。