公开(公告)号：KR1020110031623A

公开(公告)日：2011-03-29

申请号：KR1020090088951

申请日：2009-09-21

Applicant: 대한민국(산림청장)

Inventor： 허경태 ,  이한섭

IPC: E02B7/08 ,  E02B3/10 ,  E02B8/08 ,  A01K61/00 ,  E02B3/14 ,  A01G1/00

CPC classification number: E02B7/08 ,  A01G2/00 ,  A01K61/00 ,  E02B3/10 ,  E02B3/14 ,  E02B8/08

Abstract: PURPOSE: A water tub type fishway debris barrier is provided to prevent ecosystem from being destroyed by the installation of multiple water tub type fishway blocks. CONSTITUTION: A water tub type fishway debris barrier(A) comprises an overflow sidewall(1) and water tub type fishway blocks(3). The overflow sidewall is formed on the downstream side of the upper end of the debris barrier. A waterway(2) is formed on one side of the overflow sidewall. Sides of the multiple water tub type fishway blocks that have different heights contact each other on the downstream side of the debris barrier. The tub type fishway block comprises a bottom part and a sidewall. The sidewall is formed vertically to the bottom part of a square shape. A waterway groove is formed on the upper end of one side of the sidewall, and a waterway hole is formed on the other side of the sidewall.

Abstract translation: 目的：提供水桶式鱼道障碍物屏障，以防止生态系统被安装多个水桶式鱼道块所破坏。 构成：水桶型鱼道障碍物（A）包括溢流侧壁（1）和水桶型鱼道块（3）。 溢流侧壁形成在碎屑屏障的上端的下游侧。 在溢流侧壁的一侧形成水路（2）。 具有不同高度的多个水桶型鱼道块的侧面在碎片屏障的下游侧彼此接触。 桶型鱼道块包括底部和侧壁。 侧壁垂直于正方形的底部形成。 在侧壁的一侧的上端形成水路槽，在侧壁的另一侧形成水路孔。

公开(公告)号：KR3005868960000S

公开(公告)日：2011-02-09

申请号：KR3020090045880

申请日：2009-10-19

Applicant: 대한민국(산림청장)

Designer： 허경태

公开(公告)号：KR3005450790002S

公开(公告)日：2009-11-16

申请号：KR3020090038159

申请日：2009-08-28

Applicant: 대한민국(산림청장)

Designer： 허경태

公开(公告)号：KR3005450800002S

公开(公告)日：2009-11-12

申请号：KR3020090038163

申请日：2009-08-28

Applicant: 대한민국(산림청장)

Designer： 허경태

公开(公告)号：KR3005302490000S

公开(公告)日：2009-06-08

申请号：KR3020090009188

申请日：2009-03-04

Applicant: 대한민국(산림청장)

Designer： 허경태

公开(公告)号：KR100879973B1

公开(公告)日：2009-01-23

申请号：KR1020080073401

申请日：2008-07-28

Applicant: 대한민국(산림청장)

Inventor： 허경태

IPC: E02B7/02 ,  E02B8/02 ,  E02B3/10 ,  E02D27/40

CPC classification number: E02B7/02 ,  E02B3/10 ,  E02B8/02 ,  E02D27/40

Abstract: A beam clean erosion control dam is provided to prevent the breakage of a joint between a soil and stone interceptor and a screen driftwood interceptor by wood or rock carried away in a localized torrential downpour by increasing the strength of the top of a soil and stone interceptor and the bottom of a screen driftwood interceptor. A beam clean erosion control dam includes a soil and stone interceptor installed to the lower part between dam shoulders, and a screen driftwood interceptor installed to make the lower part buried under the upper part of the soil and stone interceptor. The screen driftwood interceptor is formed by arranging horizontal reinforcing bars(111) and vertical reinforcing bars(112) on level concrete, and forming a male thread(121) on the upper part of the arranged horizontal reinforcing bars or the vertical reinforcing bars and forming a hanging bend(122) of a spacer member(120) to be suspended on the lower part, coupling a bearing nut(130) and a bearing washer(131) to the male thread of the spacer member, fitting a first through groove(141) of a support plate(140) to the male thread and coupling the support plate horizontally using a fastening washer(131a) and a fastening nut(130a), inserting a reinforcement joint panel(190) between the fastening washer and the support plate, coupling the bottom of a main member(150) of the driftwood interceptor to the support late to be inclined to the downstream, coupling a reinforcement member(170) having an inverse triangular shape to a space between the main member and a strut member(160) and to be coupled with two ends of a strut member(171) having a horizontal shape on the upper part, and coupling the top of a diagonal member(172) to the main member and the strut member respectively on the lower part of the strut member.

Abstract translation: 提供横梁清洁侵蚀控制坝，以防止土壤和石材拦截器之间的接头破碎，并通过增加土壤和石材拦截器顶部的强度，在局部暴雨中携带木材或岩石的屏幕漂流木拦截器 和屏幕漂流拦截器的底部。 梁清洁侵蚀控制坝包括安装在坝肩之间下部的土石拦截器和安装的屏风漂流拦截器，以使下部埋在土壤和石块拦截器的上部。 屏幕漂流木拦截器通过在水平混凝土上布置水平钢筋（111）和垂直钢筋（112）而形成，并在排列的水平钢筋或垂直钢筋的上部形成阳螺纹（121），并形成 悬挂在下部的间隔件（120）的悬挂弯头（122），将轴承螺母（130）和轴承垫圈（131）联接到间隔件的阳螺纹上，装配第一通孔（ 支撑板（140）的表面（140）连接到外螺纹并且使用紧固垫圈（131a）和紧固螺母（130a）水平地联接支撑板，在紧固垫圈和支撑板之间插入加强连接面板（190） 将漂流木拦截器的主构件（150）的底部与支撑件相连接以向下游倾斜，将具有倒三角形的加强构件（170）联接到主构件和支柱构件之间的空间（ 160），并成为cou 在上部具有水平形状的支柱构件（171）的两端，并且将斜对置构件（172）的顶部分别连接到支撑构件的下部上的主构件和支柱构件。

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

IPC: E02B7/08 ,  E02B8/02 ,  E02B3/10 ,  E02B3/02

CPC classification number: E02B7/08 ,  E02B3/02 ,  E02B3/10 ,  E02B8/02

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。

公开(公告)号：KR100704415B1

公开(公告)日：2007-04-09

申请号：KR1020060088608

申请日：2006-09-13

Applicant: 대한민국(산림청장)

Inventor： 허경태

IPC: E02B7/14 ,  E02B3/10 ,  E02B3/02 ,  E02B8/02 ,  E02B3/16