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41. 发明公开

KR1020120058647A 친환경 담장과 벽체. 无效
标题翻译：环保围墙和墙壁。
公开(公告)号：KR1020120058647A
公开(公告)日：2012-06-08
申请号：KR1020100083742
申请日：2010-08-29
申请人： 구자호
发明人： 구자호
IPC分类号： E04C1/39 , E04B1/62 , E04B2/42 , E04B2/56 , A01G1/00 , A01G9/02
CPC分类号： E04C1/395 , E02D29/025 , F24F2003/1653 , A01G9/025 , A01G22/00 , E04B1/62 , E04B2/42 , E04B2/56
摘要： PURPOSE: Environmentally-friendly fence and wall are provided to improve a ventilation effect by circulating external and internal air into the wall. CONSTITUTION: Environmentally-friendly fence and wall comprise a multi-layer wall and a plant growing unit. The multi-layer wall is composed of front and rear horizontal plates and upper and lower vertical plates. The front and rear horizontal plates are separated from each other. The upper and lower vertical plates are installed between the front and rear horizontal plates. The multi-layer wall is used as an internal/external air transfer unit at the inside a building. The plant growing unit is formed on the multi-layer wall and has vegetation soil.
摘要翻译：目的：环境友好的围栏和墙壁，以通过将外部和内部空气循环到墙壁来改善通风效果。规定：环保围墙和墙壁包括多层墙和植物生长单元。多层墙由前后水平板和上下垂直板组成。前后水平板彼此分离。上下垂直板安装在前后水平板之间。多层墙用作建筑物内部的内部/外部空气传输单元。植物生长单元形成在多层壁上，具有植被土壤。

42. 发明公开

KR1020120049049A 인공제올라이트를 이용한 제올라이트블럭 및 그 제조방법 无效
标题翻译： ZEOLITE块使用人造沸石及其制造方法
公开(公告)号：KR1020120049049A
公开(公告)日：2012-05-16
申请号：KR1020100110618
申请日：2010-11-08
申请人： 기보산업(주)
发明人： 지희준
IPC分类号： E02B3/14 , C04B14/02 , C04B28/00
CPC分类号： E02D17/205 , E02B3/129 , E02B3/14 , E02D29/025 , E02D29/0266 , E02D2300/0004
摘要： PURPOSE: A zeolite block using an artificial zeolite and a manufacturing method thereof are provided to produce nature-friendly products by utilizing environment-friendly functions of an artificial zeolite and reduce costs for manufacturing and to recycle waste blocks. CONSTITUTION: A zeolite block(100) using an artificial zeolite comprises a base block(110) and a spray coat layer(120). The base block forms an inner layer. The spray coat layer forms an outer layer by being sprayed on a surface of the base block. The spray coat layer has an artificial zeolite as a major component.
摘要翻译：目的：提供使用人造沸石的沸石块及其制造方法，通过利用人造沸石的环保功能来制造自然友好的产品，并且降低制造和回收废弃块的成本。构成：使用人造沸石的沸石块（100）包括基础块（110）和喷涂层（120）。基块形成内层。喷涂层通过喷涂在基块的表面上而形成外层。喷涂层具有人造沸石作为主要成分。

43. 发明授权

KR101145403B1 옹벽블록 有权
标题翻译：保留墙块
公开(公告)号：KR101145403B1
公开(公告)日：2012-05-15
申请号：KR1020110021895
申请日：2011-03-11
申请人： 코단콘크리트 주식회사
发明人： 박용수
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , E04B2/46 , C09D175/06
CPC分类号： E02D29/025 , C09D175/06 , E02B3/14 , E02D17/205 , E04B2/46
摘要： PURPOSE: A retaining wall block is provided to improve an exterior and strength by spreading paint on the exposed surface of the retaining wall block. CONSTITUTION: A retaining wall block comprises a wall part(3), a body part(5), a filling hole(7), fitting protrusions(9), and a transparent paint layer. The wall part has an exposed surface(11). The body part is integrally extended from the inner side of the wall part. The filling hole is formed between the wall and body parts. The fitting protrusions are protruded from the top surface of the body part and are inserted into the filling hole of the adjacent retaining wall block. The transparent paint layer is spread on the exposed surface of the wall part.
摘要翻译：目的：提供挡土墙块，以通过在挡土墙块的暴露表面上涂抹油漆来改善外观和强度。构成：挡土墙块包括壁部分（3），主体部分（5），填充孔（7），装配突起（9）和透明涂料层。壁部分具有暴露表面（11）。主体部分从壁部的内侧一体地延伸。填充孔形成在壁和主体部分之间。装配突起从主体部分的顶表面突出并且插入相邻挡土墙块的填充孔中。透明漆层分散在壁部的露出面上。

44. 发明公开

KR1020110135001A 수직 옹벽축조용 중공블록 有权
标题翻译：用于建立垂直保持墙的中空块
公开(公告)号：KR1020110135001A
公开(公告)日：2011-12-16
申请号：KR1020100054683
申请日：2010-06-10
申请人： 주식회사 이앤앤이
发明人： 이창호
IPC分类号： E02D29/02 , E04B1/41 , A01G9/02
CPC分类号： E02D29/025 , A01G9/025 , E02D29/0233 , E04B1/40
摘要： PURPOSE: A hollow block for perpendicular retaining wall construction is provided to improve the enforcement supporting force toward the earth pressure of a built block body. CONSTITUTION: A hollow block for perpendicular retaining wall construction comprises a reinforcement separator(3a), a front reinforcing wall(3), a combining member(4), a reinforcement supporter(5), and a vertical connector(6). The reinforcement separator is connected to a back side wall(1c) and intermediate wall(1d) of the block body. The front reinforcing wall is dually formed to the front side of the block body as a double layer of a hollow(2) and a second hollow(2b). The combining member comprises protrusions(4a,4c) and recess portion. The reinforcement supporter is formed in the recess portion. The reinforcement supporter comprises a hook(5b) interlinking the reinforcing support belt. The recess portion is formed in the top end portion of the back side wall. The vertical connector is formed in the top and bottom of the reinforcement separator.
摘要翻译：目的：提供一种用于垂直挡墙结构的中空块，以改善对建筑块体土压力的执力支撑力。构成：用于垂直挡土墙结构的中空块包括加强分隔件（3a），前加强壁（3），组合构件（4），加强件支撑件（5）和垂直连接件（6）。加强分离器连接到块体的后侧壁（1c）和中间壁（1d）。前部加强壁被双面地形成为块体的前侧，作为中空部（2）和第二中空部（2b）的双层。组合构件包括突起（4a，4c）和凹部。加强支撑件形成在凹部中。加强支撑件包括连接加强支撑带的钩（5b）。凹部形成在后侧壁的顶端部。垂直连接器形成在加强分离器的顶部和底部。

45. 发明授权

KR101054877B1 비탈면의 경사를 따라서 시공되는 옹벽구조물 有权
标题翻译：加固地板保持墙的结构
公开(公告)号：KR101054877B1
公开(公告)日：2011-08-05
申请号：KR1020110014130
申请日：2011-02-17
申请人： 안민홍 , (주)지오알앤디
发明人： 안민홍 , 유지훈
IPC分类号： E02D17/20 , E02D29/02 , E04B2/48
CPC分类号： E02D17/205 , E02D29/025 , E02D2300/0084 , E04B2/48
摘要： PURPOSE: A retaining wall which is constructed along the inclined surface of a slope side is provided to facilitate repair by independently mounting blocks. CONSTITUTION: A retaining wall comprises a geogrid(300), blocks(106,108), and a geogrid communications member. A plurality of geogrids is horizontally formed inside the reinforced earth. The block accepts the block communications member to inside. The blocks are laminated in two and three layers at regular interval along the slope for the upper-lower bond. The geogrid communications member is formed on one side of the block communications member.
摘要翻译：目的：沿倾斜面的倾斜面构造的挡土墙是为了便于通过独立安装块进行维修。构成：挡土墙包括土工格栅（300），块（106,108）和土工格栅通信构件。多个土工格栅水平地形成在加固地球内。该块接受块通信成员到内部。块沿着上下键的斜率以规则的间隔层压在两层和三层中。土工格栅通信构件形成在块通信构件的一侧。

46. 发明公开

KR1020110086689A 옹벽용 블록 및 옹벽 审中-实审
标题翻译：保留墙壁和保持墙
公开(公告)号：KR1020110086689A
公开(公告)日：2011-07-29
申请号：KR1020117008855
申请日：2009-04-09
申请人： 하코가타 요헤키 켄큐쇼 , 아이자와코아츠 콘크리트 가부시키가이샤
发明人： 이토이,모토야스
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14
CPC分类号： E02D29/025 , E02D29/02 , E02B3/14 , E02D17/20
摘要： 각 옹벽용 블록(1)은 옹벽이 구축되는 때 표면 측에 노출되는 표면부(2), 이면 측으로 숨는 배면부(3) 및 표면부(2)와 배면부(3)를 소정 간격으로 연결하고 있는 한 쌍의 연결부(5, 6)를 포함하며, 표면부(2)와 배면부(3)와 한 쌍의 연결부(5, 6)는 정부와 저부가 개구된 대략 상자 모양으로 일체로 형성된다. 배면부(3)는 표면부(2)에 대해서 소정 각도로 기울어져 있음으로써 배면부(3)가 표면부(2)보다 낮고, 또한 표면부(2)와 배면부(3)의 상단(15) 사이의 간격 거리가 표면부(2)와 배면부(3)의 하단(16) 사이의 거리보다 크다.

47. 发明公开

KR1020110048093A 강성그리드가 구비된 옹벽블럭의 장착구조 有权
标题翻译：护岸强化安装结构
公开(公告)号：KR1020110048093A
公开(公告)日：2011-05-11
申请号：KR1020090104758
申请日：2009-11-02
申请人： 강선욱
发明人： 강선욱
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14
CPC分类号： E02D29/025 , E02B3/14 , E02D17/205 , E02D29/0266 , E02D2200/165 , E02D2300/0084
摘要： PURPOSE: A retaining wall block mounting structure with a rigid grid is provided to improve the stability of a retaining wall block even when the retaining wall block is constructed on an embankment or cut surface. CONSTITUTION: A retaining wall block mounting structure with a rigid grid is configured as follows. A rigid grid mounting groove is formed on the top of a retaining wall block at the state where a mounting piece of a front block is coupled to a mounting groove of a rear block. A T-shaped connecting pin hole is formed on the top of the mounting piece. A head portion(41) of a rigid grid(40) is inserted in the rigid grid mounting groove. The vertical portion of a T-shaped connecting pin, which is inserted through a hole(42) of the rigid grid, is fitted in the T-shaped connecting pin hole while the horizontal portion presses the head portion of the rigid grid in the rigid grid mounting groove.
摘要翻译：目的：提供具有刚性网格的挡土墙安装结构，以便即使当挡土墙块构造在路堤或切割表面上时，也可提高挡土墙块的稳定性。构成：具有刚性网格的挡土墙安装结构如下配置。在前块的安装件与后块的安装槽连接的状态下，在挡土墙块的顶部形成刚性网格安装槽。 T形连接销孔形成在安装件的顶部。刚性格栅（40）的头部（41）插入刚性格栅安装槽中。通过刚性网格的孔（42）插入的T形连接销的垂直部分装配在T形连接销孔中，而水平部分将刚性网格的头部按压在刚性网格中网格安装槽。

48. 发明授权

KR101009915B1 수직벽과 고경사면 녹화장치 失效
标题翻译：垂直墙的自动装置
公开(公告)号：KR101009915B1
公开(公告)日：2011-01-20
申请号：KR1020100042102
申请日：2010-05-04
申请人： 대산녹화산업(주)
发明人： 박철홍 , 김재홍
IPC分类号： E02D17/20 , E02D29/02 , A01G9/02 , A01G25/06 , E04B1/41
CPC分类号： E02D17/205 , A01G9/025 , A01G25/06 , E02D29/0241 , E02D29/025 , E04B1/41
摘要： PURPOSE: A device for afforesting a vertical wall and a high inclined surface is provided to enable plants to be grown on a high inclined surface or a vertical wall by supporting vegetation soil using a lathe assembly. CONSTITUTION: A device for afforesting a vertical wall and a high inclined surface comprises front blocks(7), supports(30), lathes(42), and irrigation pipes(44). The front blocks are formed in the front ends of reinforced soil layers(3), respectively. The supports are installed in the front blocks. Pedestals are protruded from the front end of the supports. The lathes are supported by the supports. Vegetation soil(43) is located on the front surface of the front blocks. The irrigation pipes are vertically and horizontally installed by passing through the lathes. The irrigation pipes are installed through the shelf according to the inside of the vegetation soil layer in both perpendicular and horizontal directions. Water is supplied from a water supply unit(46) to the irrigation pipes.
摘要翻译：目的：提供一种用于造林垂直壁和高倾斜表面的装置，通过使用车床组件支撑植被土，使植物能够在高倾斜面或垂直壁上生长。构成：用于造成垂直壁和高倾斜表面的装置包括前块（7），支撑件（30），车床（42）和冲洗管（44）。前部块分别形成在加固土层（3）的前端。支撑件安装在前面的块中。基座从支撑件的前端突出。车床由支撑支撑。植被土（43）位于前块前表面。灌溉管道通过车床垂直和水平安装。灌溉管道在垂直和水平方向根据植被土层的内部安装在货架上。水从供水单元（46）供应到灌溉管道。

49. 发明公开

KR1020100123339A 단지개발 및 도로건설 절토부에 적용하는 생태 연통관을 구비한 식생용 옹벽 및 그 시공방법 无效
标题翻译：适用于道路施工和村庄开发的空气渗透管的地面保持墙及其施工方法
公开(公告)号：KR1020100123339A
公开(公告)日：2010-11-24
申请号：KR1020090042508
申请日：2009-05-15
申请人： 주식회사 건화 , 주식회사 한국종합기술 , 그린포스이앤씨(주)
发明人： 김충식 , 박병재 , 성돈 , 이희철 , 조현준
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14
CPC分类号： E02D29/025 , E02D17/205 , E02D29/0233 , E02D29/0266
摘要： PURPOSE: A vegetative retaining wall having ecological perforated pipes adapted for a cut surface for road construction and village development and a construction method thereof are provided to achieve smooth drainage of surface water from a slope and form an environment in which various plants can grow up. CONSTITUTION: A vegetative retaining wall(100) having ecological perforated pipes(172) comprises a tensile member(150), a plurality of precast panels(110), and backfill concrete(170). The tensile member is installed in a bore of a slope(200). The precast panels are installed side by side on the ground(105). As the anchoring force of the tensile member is created by grout(212), the head(155) of the tensile member is joined to the front side of the precast panels and the panels and the slop are moved together. The backfill concrete is placed between the rear side of the panels and the slope. The ecological perforated pipes are vertically installed in soil(180) within the backfill concrete.
摘要翻译：目的：提供适用于道路施工和村庄开发切割面的生态穿孔管道的植被挡土墙及其施工方法，以实现地面水从斜坡的顺利排水，形成各种植物长大的环境。构成：具有生态穿孔管（172）的植被挡土墙（100）包括承拉构件（150），多个预制板（110）和回填混凝土（170）。拉伸构件安装在斜面（200）的孔中。预制面板并排安装在地面（105）上。由于拉伸构件的锚定力是由灌浆（212）产生的，所以拉伸构件的头部155被连接到预制板的前侧，并且板和斜面一起移动。回填混凝土被放置在板的后侧和斜坡之间。生态穿孔管垂直安装在回填混凝土内的土壤（180）中。

50. 发明授权

KR100975028B1 보강토 옹벽 결합구조 有权
标题翻译：用于加固保持墙的组合结构
公开(公告)号：KR100975028B1
公开(公告)日：2010-08-11
申请号：KR1020090094077
申请日：2009-10-01
申请人： 도일산업 주식회사
发明人： 박병현 , 강창호
IPC分类号： E02D29/02 , E02D17/20
CPC分类号： E02D29/025 , E02D17/205 , E02D29/0233 , E02D29/0241
摘要： PURPOSE: A reinforced earth retaining wall coupling structure is provided to prevent damage to a reinforced earth block as a connecting member is moved by a movable connector so that stress concentration may be released. CONSTITUTION: In a reinforced earth retaining wall coupling structure, a connecting member(120) is fixed by a fixing unit of an anchor reinforcement member(130). The fixing unit is formed of a bent portion and an accommodating groove. The bent portion is formed at the back end of the connecting member and surrounds the circumference of the anchor reinforcing material. The accommodating groove is depressed and formed in the boundary surface of the anchor reinforcing material.
摘要翻译：目的：提供一种加固的挡土墙结合结构，以防止由于连接构件被可移动的连接件移动，从而可以释放应力集中，对加固的土方块造成损坏。构成：在加固的土挡土墙结合结构中，连接构件（120）由锚固加强构件（130）的固定单元固定。固定单元由弯曲部分和容纳槽形成。弯曲部分形成在连接构件的后端并且围绕锚固件增强材料的周边。容纳槽被压下并形成在锚固增强材料的边界表面中。

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