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1. 发明授权

KR100767469B1 개량형 네일링 장치 및 시공방법 有权
标题翻译：改进打钉装置及方法
公开(公告)号：KR100767469B1
公开(公告)日：2007-10-17
申请号：KR1020060027329
申请日：2006-03-27
申请人： 조홍동
发明人： 조홍동 , 안광국 , 이처근
IPC分类号： E02D5/80 , E02D17/20
摘要： 본 발명은 개량형 네일링 장치에 관한 것으로, 보다 상세하게는 절개 사면 등에 형성된 천공에 삽입 고정되어 불안정한 사면을 보강하는 네일링 장치에 있어서, 그라우팅재 호스구멍(22)과 2개 이상의 보강재 삽입구멍(21)이 형성되어 있는 복수개의 간격재(20), 상기 간격재(20)의 보강재 삽입구멍(21)에 삽입되는 보강재(10), 상기 간격재(20)의 그라우팅재 호스구멍(22)에 삽입되는 그라우팅재 호스(11) 및 상기 간격재(20)의 보강재 삽입구멍(21)에 삽입된 상기 보강재(10)의 이탈을 방지하는 쐐기(30)로 구성되는 것을 특징으로 하는 개량형 네일링 장치에 관한 것이다.
본 발명에 따른 개량형 네일링 장치는 천공 내 보강재의 간격을 유지하기 위하여 간격재를 이용하고, 이에 따라 마찰력과 인장력이 증대된다. 또한, 상기 간격재에 상기 보강재가 다수 개 삽입되어 천공의 간격이 증대되어 비용 및 시간이 절감되는 효과가 있다.
네일링, 보강재, 간격재

2. 发明授权

KR101059188B1 친환경 무기산화물 토양안정제를 이용한 흙포장 공법 有权
标题翻译：使用环境友好的无机氧化物土壤稳定剂进行土壤养分和稳定化方法
公开(公告)号：KR101059188B1
公开(公告)日：2011-08-24
申请号：KR1020110030236
申请日：2011-04-01
申请人： 윤보규 , 조홍동 , 오세욱
发明人： 윤보규 , 조홍동 , 오세욱
IPC分类号： E01C7/00 , E01C7/36 , E01C21/00 , E01C9/00 , E02D1/00 , E02D3/12
CPC分类号： E01C7/00 , E01C7/36 , E01C9/00 , E01C21/00 , E01C2201/00 , E02D1/00 , E02D3/12
摘要： PURPOSE: A method of paving using soil mixed with environment-friendly soil stabilizer is provided to enhance reliability of paving since suitability of construction and the mixed ratio of soil stabilizer and water are calculated based on physical properties of soil before paving. CONSTITUTION: A method of paving using soil mixed with environment-friendly soil stabilizer comprises following steps. After being collected, soil is kept in a vessel to preserve moisture. An experiment is made in a laboratory to recognize physical properties of the soil. Intensity of compaction work and the amount of water are determined based on data obtained from the experiment on the physical properties of the soil. A calculated amount of soil stabilizer is added to the soil collected from the laboratory. The soil stabilizer is mixed and stirred until the mixture becomes the same color to the soil.
摘要翻译：目的：提供使用土壤稳定剂混合土壤的铺路方法，以提高施工适宜性的铺路可靠性，并根据铺路前土壤物理性质计算土壤稳定剂和水的混合比。构成：使用与环保土壤稳定剂混合的土壤铺路的方法包括以下步骤。收集后，将土壤保存在容器中以保持水分。在实验室进行实验以识别土壤的物理性质。根据实验对土壤物理性质的数据确定压实作业的强度和水量。将计算量的土壤稳定剂加入到从实验室收集的土壤中。将土壤稳定剂混合并搅拌，直到混合物变得与土壤相同的颜色。

3. 发明授权

KR100847547B1 철근 콘크리트 구조물의 전단보강용 장치 및 철근 콘크리트구조물의 시공방법 有权
标题翻译：加固混凝土结构的剪切加固装置和加固混凝土结构的方法
公开(公告)号：KR100847547B1
公开(公告)日：2008-07-21
申请号：KR1020070106489
申请日：2007-10-23
申请人： 조홍동
发明人： 조홍동
IPC分类号： E04C5/07 , E04C5/02 , E04C3/30
摘要： A shear reinforcing apparatus of a reinforced concrete structure and a construction method of a reinforced concrete structure are provided to prevent the brittle fracture of a reinforced concrete structure by repeated load such as seismic load by increasing strength on axial load by resistance enlargement effect and restraint effect of tensile stress. A shear reinforcing apparatus of a reinforced concrete structure comprises many main reinforcing bars(5) arranged in the shape of a cylinder or a prism at regular intervals, many positioning spacers(10) coupled with rings(S) and connecting one of the main reinforcing bar with another main reinforcing bar to keep the arranged main reinforcing bars at regular intervals, a fixture provided with joints coupled to the main reinforcing bars and many projections(D) formed at regular intervals, and rope type fiber reinforced polymer bars(15) arranged to the main reinforcing bars by forming knots on the projections of the fixture or the main reinforcing bars at regular intervals. A construction method of a reinforced concrete structure comprises the steps of: arranging plural reinforcing bars to the inside of a form, and mounting positioning spacers to the main reinforcing bars; attaching fixtures to the arranged main reinforcing bars; applying tensile force to the main reinforcing bars attached with the fixtures using fiber reinforced polymer bars and winding round the main reinforcing bars while tying knots to projections of the fixtures or the main reinforcing bars at regular intervals; and placing concrete to a form and curing the concrete, and then stripping off the form.
摘要翻译：提供了一种钢筋混凝土结构的剪力加固装置和钢筋混凝土结构的施工方法，通过阻力增大效应和约束效应，通过增加轴向载荷的强度来防止钢筋混凝土结构的重力荷载如地震荷载的脆性断裂的拉伸应力。钢筋混凝土结构的剪切增强装置包括许多主要的钢筋（5），其以规则的间隔布置成圆柱体或棱镜的形状，许多定位间隔件（10）与环（S）联接并且连接主增强具有另一个主要钢筋以保持规则间隔地布置的主要钢筋，设置有连接到主钢筋的接头和多个以规则间隔形成的多个突起（D）的固定装置，以及布置有绳型纤维增强聚合物棒（15）通过在固定件或主要钢筋的突起上以规则的间隔形成结，到主钢筋。一种钢筋混凝土结构的施工方法，其特征在于包括：将多根钢筋配置在模板内部，将定位垫片安装在主钢筋上; 将固定装置安装到所配置的主钢筋上; 使用纤维增强聚合物棒对附着在固定装置上的主钢筋施加张力，并且在固定装置或主钢筋的突起以规则的间隔缠绕在主钢筋上; 并将混凝土置于一种形式并固化混凝土，然后剥离形式。

4. 发明公开

KR1020070096579A 개량형 네일링 장치 및 시공방법 有权
标题翻译：改进指甲装置和方法
公开(公告)号：KR1020070096579A
公开(公告)日：2007-10-02
申请号：KR1020060027329
申请日：2006-03-27
申请人： 조홍동
发明人： 조홍동 , 안광국 , 이처근
IPC分类号： E02D5/80 , E02D17/20
CPC分类号： E02D5/80 , E02D17/20 , E02D2200/165 , E02D2250/003
摘要： An improved nailing apparatus is provided to increase a gap between a through-hole and a spacing member serving as a corn and a spacer by inserting a plurality of reinforcing members into the spacing member. An improved nailing apparatus comprises a spacing member(20), a reinforcing member(10), a grouter-hose(11) and a wedge. The spacing member has a grouter-hose hole and at least two reinforcing member holes. The reinforcing member is inserted into the reinforcing member hole. The grouter-hose is inserted into the grouter-hose hole. The wedge prevents the reinforcing member from being separated from the reinforcing member hole. The spacing member is installed lengthwise along the reinforcing member.
摘要翻译：提供了一种改进的钉钉装置，用于通过将多个加强构件插入到间隔构件中来增加通孔和用作玉米和间隔件的间隔构件之间的间隙。一种改进的打钉装置包括间隔构件（20），加强构件（10），灌浆软管（11）和楔形件。间隔构件具有灌浆软管孔和至少两个加强构件孔。加强构件插入到加强构件孔中。灌肠软管插入灌肠软管孔。楔形件防止加强构件与加强构件孔分离。间隔构件沿着加强构件纵向地设置。

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