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公开(公告)号：KR100863486B1
公开(公告)日：2008-10-17
申请号：KR1020080043304
申请日：2008-05-09
Applicant: 대한민국(산림청장)
Inventor： 허경태
Abstract: An erosion control dam is provided to prevent driftwood or rock from being bumped directly into the surface of a reinforced concrete slit by covering the outside of a reinforced concrete slit installed on a soil and stone intercepting unit permanently using a hollow form and installing many screens to the upper part of the hollow form. An erosion control dam is formed to make a driftwood intercepting unit(10) installed on the upper part of a soil and stone intercepting unit(20). The driftwood intercepting unit is formed to get wood snagged on not to be carried down the river by a localized torrential downpour by coupling many screens(12) to the front of a reinforced concrete slit(11), inserting screw fixing screws(13) into first through grooves(113) formed on the front of a hollow form(112) having an inside space(111) in the vertical direction, arranging vertical reinforcing bars(14) and hoop bars(15) to face each other in the space to couple the lower part of the vertical reinforcing bars to reinforcing bars arranged in the soil and stone intercepting unit and to couple the screen fixing screws inserted to the first through groove to the vertical reinforcing bars or the hoop bars, placing concrete(16) in the space and curing the concrete, and inserting a second through groove(121) of the screen to the screen fixing screw exposed to the first through groove of the hollow form, and then coupling with a screen fixing nut(17). The soil and stone intercepting unit for preventing is formed to prevent soil or stone flowing down from the upper stream from being carried down the river by a localized torrential downpour by lowering the part where the driftwood intercepting unit is installed, and constructing dam shoulders(30) on the part located on two sides of the driftwood intercepting unit, arranging reinforcing bars in the soil and stone intercepting unit and the dam shoulders and placing concrete, and then curing the concrete.
Abstract translation: 提供了一种侵蚀控制坝，以通过使用中空形式永久地覆盖安装在土壤和石块拦截单元上的钢筋混凝土裂缝的外部，将漂流木或岩石直接撞击到钢筋混凝土狭缝的表面，并安装许多筛网 上部的中空形式。 形成一个侵蚀控制坝，使一个安装在土石拦截单元（20）的上部的漂流木拦截单元（10）。 漂浮木材拦截单元形成为通过将许多筛网（12）连接到钢筋混凝土狭缝（11）的前部，通过将螺钉固定螺钉（13）插入到螺栓固定螺钉（13）中，使得被局部暴雨暴露于不被河下运输的木材 在垂直方向上形成有内部空间（111）的中空形式（112）的前部形成的第一通孔（113），将垂直的钢筋（14）和环形杆（15）布置成在该空间内彼此面对， 将垂直钢筋的下部连接到布置在土壤和石块拦截单元中的钢筋上，并将插入第一通孔的筛网固定螺丝连接到垂直钢筋或箍杆上，将混凝土（16） 空间并固化混凝土，并将屏幕的第二通孔（121）插入到暴露于中空形式的第一通孔的屏幕固定螺钉上，然后与屏蔽固定螺母（17）联接。 形成防止土石拦截单元，防止从上游流下的泥土或石块通过降低安装有漂流木拦截单元的部分，通过局部暴雨冲破河流，并施工坝肩（30 ）位于漂流木拦截单元两侧的部分，在土石拦截单元中设置钢筋，将坝体设置在坝肩和混凝土上，然后固化混凝土。
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公开(公告)号：KR101336167B1
公开(公告)日：2013-12-06
申请号：KR1020120013906
申请日：2012-02-10
Applicant: 대한민국(산림청장)
CPC classification number: Y02A40/243 , Y02P60/40
Abstract: 본 발명은 사막화가 진행되는 황무지를 녹화하기 위한 조림방법에 관한 것으로서, 조림지 내에 수목을 수종에 따라 효율적으로 공간 배치하여, 식재된 수목의 생존율을 높이고 자연녹화가 이루어지도록 하는 방법에 관한 것이다.
본 발명에 따른 조림방법은 사막화지역 및 건조지역에 저비용으로 대규모의 조림지를 조성할 수 있으며, 식재된 수목의 생존율이 높을 뿐만 아니라 생육된 수목으로 인하여 초지가 자연회복되고 수목의 종자에 의해 숲이 자연적으로 조성되는 효과가 있으므로 사막화가 진행되는 황무지를 녹화하는데 실질적인 효과를 얻을 수 있으며, 또한 바람에 의한 수분증발을 최소화하여 토양의 수분을 적정하게 유지하기 위한 관수시설의 설치비와 운전비가 절약되며, 조림지 내 유실수의 재배가 가능하여 농가의 소득이 향상되는 부가적인 효과가 있다.-
公开(公告)号：KR3005868930000S
公开(公告)日：2011-02-09
申请号：KR3020090045878
申请日：2009-10-19
Applicant: 대한민국(산림청장)
Designer： 허경태
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公开(公告)号：KR3005450800000S
公开(公告)日：2009-11-12
申请号：KR3020090038153
申请日：2009-08-28
Applicant: 대한민국(산림청장)
Designer： 허경태
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Patent Agency Ranking
公开(公告)号：KR3005450790001S
公开(公告)日：2009-11-12
申请号：KR3020090038161
申请日：2009-08-28
Applicant: 대한민국(산림청장)
Designer： 허경태
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公开(公告)号：KR3005446310000S
公开(公告)日：2009-11-11
申请号：KR3020090034219
申请日：2009-07-31
Applicant: 대한민국(산림청장)
Designer： 허경태
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公开(公告)号：KR3005446300000S
公开(公告)日：2009-11-11
申请号：KR3020090034220
申请日：2009-07-31
Applicant: 대한민국(산림청장)
Designer： 허경태
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公开(公告)号：KR3005401030002S
公开(公告)日：2009-11-09
申请号：KR3020090032311
申请日：2009-07-22
Applicant: 대한민국(산림청장)
Designer： 허경태
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公开(公告)号：KR100908673B1
公开(公告)日：2009-07-22
申请号：KR1020080124562
申请日：2008-12-09
Applicant: 대한민국(산림청장)
Inventor： 허경태
Abstract: A prefabricated w-type block debris barrier is provided to have an excellent construction, and to save transportation and labor expenses. A prefabricated w-type block debris barrier comprises a unit horizontal layer in which a plurality of W-shape blocks(1) combined in a longitudinal direction and width direction, and a soil and stone barrier portion(A) formed by combining another horizontal layer above a unit horizontal layer. The W shape block has two combining grooves in a cross direction in the upper surface of a block body, and a combining protrusion is formed in the low surface of the block body to comprise in order to form W shape.
Abstract translation: 提供了一种预制的w型块状障碍物，具有优良的施工能力，节省了运输和劳务费用。 预制的w型块状碎片障碍物包括单元水平层，其中在纵向和宽度方向上组合的多个W形块（1）和通过组合另一水平层形成的土壤和石头屏障部分（A） 在单位水平层之上。 W形块在块体的上表面中在横向上具有两个组合槽，并且组合突起形成在块体的低表面中以包括以形成W形。
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