-
公开(公告)号：KR20120043193A
公开(公告)日：2012-05-04
申请号：KR20100104369
申请日：2010-10-26
Applicant: LIM BYOUNG HAK
Inventor： LIM BYOUNG HAK
Abstract: PURPOSE: A construction method of a yellow-earth road is provided to improve the visibility of pedestrians because a yellow-earth road contains red earth powder. CONSTITUTION: A construction method of a yellow-earth road is as follows. A mixture is prepared by mixing 30-35 weight% of yellow earth powder, 40-50 weight% of silica, 15-20 weight% of ceramic, and 5-10 weight% of red earth powder(S10). A kneaded mixture is produced by mixing the prepared mixture with 20-25 weight% of water(S20). The bottom of the mixture is polished and hardened(S30). The kneaded mixture is uniformly spread on the hardened surface of the mixture(S40). The top of the spread kneaded mixture is covered with vinyl for 2-3 days(S50). The covered vinyl is removed(S60).
Abstract translation: 目的：提供黄土路的施工方法，以提高行人的视野，因为黄土路包含红土粉末。 规定：黄土路的施工方法如下。 通过混合30-35重量％的黄土粉末，40-50重量％的二氧化硅，15-20重量％的陶瓷和5-10重量％的红土粉末来制备混合物（S10）。 通过将制备的混合物与20-25重量％的水混合来制备捏合的混合物（S20）。 混合物的底部被抛光和硬化（S30）。 将捏合的混合物均匀地铺展在混合物的硬化表面上（S40）。 铺展的捏合混合物的顶部用乙烯基覆盖2-3天（S50）。 被覆盖的乙烯基被去除（S60）。
-
公开(公告)号：KR20120043192A
公开(公告)日：2012-05-04
申请号：KR20100104368
申请日：2010-10-26
Applicant: LIM BYOUNG HAK
Inventor： LIM BYOUNG HAK
CPC classification number: E01C7/00 , C04B14/10 , C04B14/28 , E01C3/04 , E01C7/36 , E01C15/00 , E01C2201/00
Abstract: PURPOSE: A construction method of a yellow earth road is provided to improve the rigidity of a yellow earth road by forming the yellow earth road using loess, ceramic, calcium carbonate, and plaster. CONSTITUTION: A construction method of a yellow earth road is as follows. A mixture is prepared by mixing 70-80 weight% of yellow soil powder, 7-12 weight% of ceramic, 7-12 weight% of calcium carbonate, and 5-10 weight% of plaster(S10). A kneaded mixture is produced by mixing the mixture with 20-20 weight% of water(S20). The bottom of the mixture is polished and hardened(S30). The kneaded mixture is uniformly spread on the hardened surface of the mixture(S40). The top of the spread kneaded mixture is covered with vinyl for 2-3 days(S50). The covered vinyl is removed(S60).
Abstract translation: 目的：提供黄土路施工方法，通过黄土，陶瓷，碳酸钙和石膏形成黄土路，提高黄土路的刚性。 规定：黄土路的施工方法如下。 通过混合70-80重量％的黄土粉末，7-12重量％的陶瓷，7-12重量％的碳酸钙和5-10重量％的石膏来制备混合物（S10）。 通过将混合物与20-20重量％的水混合来制备捏合的混合物（S20）。 混合物的底部被抛光和硬化（S30）。 将捏合的混合物均匀地铺展在混合物的硬化表面上（S40）。 铺展的捏合混合物的顶部用乙烯基覆盖2-3天（S50）。 被覆盖的乙烯基被去除（S60）。
-
公开(公告)号：KR101080958B1
公开(公告)日：2011-11-08
申请号：KR1020110009699
申请日：2011-01-31
Applicant: (주)삼우아이엠씨
CPC classification number: E01C7/147 , E01C7/10 , E01C23/00 , E01C23/03 , E01C23/08 , E01C2201/00 , E01H1/10 , E01H1/101
Abstract: PURPOSE: A bridge deck paving method using a bridge deck processing device comprising a water jet and a suction device is provided to simultaneously separate and remove foreign materials, thereby reducing time and costs for pavement of a bridge deck. CONSTITUTION: A bridge deck paving method is as follows. A bridge deck processing device comprising a water jet spouting high-pressure water and a vacuum suction unit sucking sludge is moved to separate concrete laitance and foreign materials from a bridge deck, form uneven portions on the deck surface, and absorb the sludge(S1). Concrete is placed in portions where the sludge is removed(S2). The concrete surface is finished to be flush with the existing pavement surface(S3).
Abstract translation: 目的：提供使用包括水射流和抽吸装置的桥面处理装置的桥面铺装方法，以同时分离和去除异物，从而减少桥面板铺路的时间和成本。 构成：桥面摊铺方法如下。 将喷射高压水的喷射水和吸入污泥的真空抽吸单元的桥面处理装置移动以将混凝土悬浮体和异物从桥面分离，在甲板表面上形成不均匀部分，并吸收污泥（S1） 。 将混凝土放置在除去污泥的部分（S2）中。 混凝土表面完成与现有的路面表面齐平（S3）。
-
公开(公告)号：KR101069820B1
公开(公告)日：2011-10-04
申请号：KR1020110009698
申请日：2011-01-31
Applicant: (주)삼우아이엠씨
CPC classification number: E01C7/147 , E01C7/10 , E01C23/00 , E01C23/03 , E01C23/08 , E01C2201/00 , E01H1/10 , E01H1/101
Abstract: 콘크리트 포장 보수공법이 개시된다. 본 발명의 일실시예에 따른 콘크리트 포장 보수공법은, 콘크리트 포장 공법에 있어서, 고압수를 분사하는 워터젯장치와 슬러지를 흡입하는 흡입장치가 후미에 구비된 포장 처리차량을 이용하여, 콘크리트 열화부를 파쇄시킴과 동시에 흡입 제거하는 열화부 제거단계; 열화부 제거단계에서 슬러지의 탈락이 이루어진 부분에 콘크리트를 타설하는 콘크리트 타설단계; 및 기존의 콘크리트 포장면과 평탄하도록 콘크리트 타설단계에서 타설된 콘크리트의 표면을 마무리하는 마무리단계;를 포함한다.
-
公开(公告)号：KR1020110101270A
公开(公告)日：2011-09-16
申请号：KR1020100020182
申请日：2010-03-08
Applicant: 경성대학교 산학협력단
Inventor： 이호숭
CPC classification number: E01C5/00 , E01C5/16 , E01C5/20 , E01C15/00 , E01C2201/00
Abstract: 본 발명은, 자연 환경에의 접근성을 증가시키고 조립 및 해체가 용이한 통행로 조립체를 개시한다. 본 발명의 일실시예에 따른 통행로 조립체는, 그 측면 하부에 형성된 삽입부를 포함하는 복수의 통행 패널 부재들; 통행 패널 부재의 측면과 조립된 가이드 부재; 및 삽입부에 삽입되는 돌출부를 양 단부에 포함하는 연결 부재;를 포함한다. 연결 부재는 통행 패널 부재들 사이를 연결하거나, 통행 패널 부재와 가이드 부재를 연결한다.
-
Patent Agency Ranking
公开(公告)号：KR1020110095984A
公开(公告)日：2011-08-26
申请号：KR1020100015450
申请日：2010-02-20
Applicant: 임선우
Inventor： 임선우
CPC classification number: E01C5/00 , E01C9/08 , E01C9/086 , E01C2201/00
Abstract: PURPOSE: A manhole block is provided to improve safety by enabling a driver to easily recognize the manhole block in the night and to conveniently manage a manhole and a manhole cover. CONSTITUTION: A manhole block comprises an inner block(200), an outer block(400), and a middle block(300). The surface of the inner block which is not in contact with the outside of a manhole(700) has a coupling protrusion and a coupling groove. The surface of the outer block which is not coupled to the cut surface of a paved road has a coupling protrusion and a coupling groove. Both surfaces of the middle block have coupling protrusions and grooves. The middle block accepts the inner block and is coupled to the outer block.
Abstract translation: 目的：通过使驾驶员能够轻松地识别夜间的人孔障碍物，并方便地管理人孔和人孔盖，提供了检修孔来提高安全性。 构成：人孔块包括内部块（200），外部块（400）和中间块（300）。 不与人孔（700）的外部接触的内部块的表面具有联接突起和联接槽。 外部块的未联接到铺设道路的切割面的表面具有联接突起和联接槽。 中间块的两个表面都具有联接突起和凹槽。 中间块接受内部块并且耦合到外部块。
-
公开(公告)号：KR101059188B1
公开(公告)日：2011-08-24
申请号：KR1020110030236
申请日：2011-04-01
CPC classification number: E01C7/00 , E01C7/36 , E01C9/00 , E01C21/00 , E01C2201/00 , E02D1/00 , E02D3/12
Abstract: 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.
Abstract translation: 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。
-
公开(公告)号：KR1020110090526A
公开(公告)日：2011-08-10
申请号：KR1020100010360
申请日：2010-02-04
Applicant: (주)지케이
Inventor： 김인중
CPC classification number: E01C7/187 , E01C11/005 , E01C23/00 , E01C23/12 , E01C23/122 , E01C2201/00
Abstract: PURPOSE: A repairing method of a paved road is provided to immediately use a paved road after the repairing work of the paved road. CONSTITUTION: A repairing method of a paved road is as follows. The damaged parts of a paved road are cut in a groove shape(S1). Aggregate is spread on the cut grooves(S2). A waterproofing agent is first spread on the surface of the spread aggregate(S3). Asphalt with a reforming agent is spread on the surface of the spread waterproofing agent(S4). A waterproof layer is formed by second spreading the waterproofing agent on the top of the asphalt(S5). Bio resin mixed with fine aggregate is spread on the waterproof layer(S6).
Abstract translation: 目的：铺路的修理方法是在铺路的修路工作后立即使用铺路。 规定：铺路的修理方法如下。 铺路的损坏部分被切割成凹槽形状（S1）。 聚集体铺在切割槽（S2）上。 首先将防水剂铺展在扩散聚集体的表面上（S3）。 沥青与重整剂铺展在铺展防水剂表面（S4）。 通过将沥青上的防水剂二次铺展，形成防水层（S5）。 与细骨料混合的生物树脂铺展在防水层上（S6）。
-
公开(公告)号：KR1020110089604A
公开(公告)日：2011-08-09
申请号：KR1020100009080
申请日：2010-02-01
Applicant: 천재철
Inventor： 천재철
CPC classification number: E01C5/00 , E01C5/005 , E01C15/00 , E01C2201/00
Abstract: PURPOSE: A fixing frame of a sidewalk block is provided to reduce the installation time of sidewalk blocks by automatically setting the length and width of the blocks. CONSTITUTION: A fixing frame(1) of a sidewalk block comprises a horizontal plane(2), longitudinal vertical planes(3), and transverse vertical planes(4). The longitudinal and transverse vertical planes are vertically formed on the horizontal plane. Holes(3b,3d,4b,4d) are formed in the transverse and longitudinal vertical planes. Reinforcing bands with insertion units are inserted into the holes of the transverse and longitudinal vertical planes to adjust the length of the fixing frame depending on the width of a sidewalk block.
Abstract translation: 目的：提供人行道块的固定框架，通过自动设置块体的长度和宽度来减少人行道块的安装时间。 构成：人行道块的固定框架（1）包括水平面（2），纵向垂直平面（3）和横向垂直平面（4）。 纵向和横向垂直平面垂直地形成在水平面上。 孔（3b，3d，4b，4d）形成在横向和纵向垂直平面中。 具有插入单元的加强带插入横向和纵向垂直平面的孔中，以根据人行道块的宽度来调节固定框架的长度。
-
公开(公告)号：KR1020110088712A
公开(公告)日：2011-08-04
申请号：KR1020100008340
申请日：2010-01-29
Applicant: 송태훈 , 호용종합건설주식회사
Inventor： 송태훈
IPC: E01C7/35
CPC classification number: E01C7/35 , E01C7/353 , E01C2201/00
Abstract: PURPOSE: An ascon packing sheet is provided to extend the service life of an asphalt road by preventing damage to the road after material segregation. CONSTITUTION: An ascon packing sheet comprises a sheet prime coat, a sheet tack coat, an asphalt tack coat, and a concrete tack coat. The sheet prime coat reinforces adhesive force between an auxiliary base layer and an ascon base layer. The sheet tack coat reinforces adhesive force between the ascon base layer and a surface layer and integrates the ascon base layer and the surface layer. The asphalt tack coat prevents welding defects. The concrete tack coat has a specific thickness to absorb shock.
Abstract translation: 目的：提供一种ascon包装纸，通过在物料分离后防止道路损坏，延长沥青路面的使用寿命。 构成：Ascon包装片包括片状底漆，薄片粘合涂层，沥青粘合涂层和混凝土粘着涂层。 片状基层增强了辅助基底层和基底层之间的粘合力。 片粘剂增强了基体层与表面层之间的粘合力，并且将Ascon基层和表面层整合。 沥青粘合剂防止焊接缺陷。 混凝土粘合剂具有特定的厚度以吸收冲击。
-
-
-
-
-
-
-
-
-
Search Results
122
records
(took 0.032 seconds)
