公开(公告)号：KR1020130001369A

公开(公告)日：2013-01-04

申请号：KR1020110062058

申请日：2011-06-27

Applicant: 주식회사자연과길 ,  조미숙

Inventor： 조미숙 ,  김홍윤

IPC: E01C11/22 ,  E01C19/50

CPC classification number: E01C19/506 ,  E01C11/221 ,  E01C19/48

Abstract: PURPOSE: A paving method for a boundary stone using natural soil is provided to reduce construction costs by constructing a boundary stone using natural soil which can be collected from a construction site. CONSTITUTION: A paving method for a boundary stone using natural soil is as follows. The ground where boundary stones are to be spread is flattened(S10). Mortar is produced by stirring decomposed granite soil, loess, cement, cellulose fiber, iron oxide, and an AE water reducing agent solution composed of an AE water reducing agent(S20). The produced mortar is supplied to a hopper of a paving device(S30). The supplied mortar is transferred to a rear molding plate by rotating an extrusion screw(S40). A boundary stone is molded by a molding plate, and the paving device is moved forward using the reaction force generated from the molded boundary stone to continuously mold boundary stones(S50). The molded boundary stones are covered with a curing material, and the curing material is cured(S60). [Reference numerals] (S10) Construction preparation step for flattening the ground where boundary stones are to be spread; (S20) Mortar production step for producing mortar by mixing and stirring decomposed granite soil, loess, cement, cellulose fiber, iron oxide, and an AE water reducing agent solution composed of an AE water reducing agent; (S30) Supply step for supplying the mortar produced in the mortar production step(S20) to a hopper(10) of a paving device(100); (S40) Pressure-feed step for pressure-feeding the supplied mortar to a rear molding plate(70) by rotating an extrusion screw(50) of the paving device(100); (S50) Molding step for molding boundary stones consecutively in the progressing direction of the paving device(100) as a boundary stone is molded by a molding plate(70), the paving device(100) is moved forward by the reaction force generated from the molded boundary stone, and the extrusion screw(50) is continuously rotated to pressure-feed mortar backward; (S60) Curing step for covering the boundary stones molded on the ground with a curing material to maintain the wet condition for a predetermined period and curing

Abstract translation: 目的：提供使用天然土的边界石的铺路方法，通过使用可从建筑工地收集的天然土来构建边界石，降低施工成本。 构成：使用天然土的边界石的铺路方法如下。 边界石块要铺展的地面是平坦的（S10）。 通过搅拌分解的花岗岩土壤，黄土，水泥，纤维素纤维，氧化铁和由AE减水剂组成的AE减水剂溶液来制造砂浆（S20）。 将生成的砂浆供给到铺路装置的料斗（S30）。 通过旋转挤出螺杆将供给的砂浆转移到后成型板（S40）。 边界石由模板成型，铺路装置使用模压边界石产生的反作用力向前移动，以连续模制边界石（S50）。 模塑的边界石头用固化材料覆盖，固化材料固化（S60）。 （附图标记）（S10）将边界石块铺展的地面变平的施工准备工序; （S20）通过混合和搅拌分解花岗岩土，黄土，水泥，纤维素纤维，氧化铁和由AE减水剂组成的AE减水剂溶液来制造砂浆的砂浆生产步骤; （S30）将在砂浆制造工序（S20）中制造的砂浆供给到铺路装置（100）的料斗（10）的供给工序; （S40）通过旋转铺路装置（100）的挤压螺杆（50）将供给的砂浆压力供给到后模板（70）的加压步骤。 （S50）通过模板（70）将作为边界石的铺路装置（100）的前进方向上的边界石块连续地成型的成形工序通过模板（70）成型，铺路装置（100）通过由 成型的边界石和挤压螺杆（50）连续旋转，向后推进压力砂浆; （S60）固化步骤，用固化材料覆盖在地面上成型的边界石块，以将湿条件保持一段时间并固化

公开(公告)号：KR1020130001366A

公开(公告)日：2013-01-04

申请号：KR1020110062053

申请日：2011-06-27

Applicant: 주식회사자연과길 ,  조미숙

Inventor： 조미숙 ,  김홍윤

IPC: E01C11/22 ,  E01C19/50

CPC classification number: E01C19/506 ,  E01C11/221 ,  E01C19/48

Abstract: PURPOSE: A paving device for a boundary stone is provided to obtain driving force using reaction force and to improve the filling efficiency of mortar when boundary stones are spread. CONSTITUTION: A paving device for a boundary stone comprises a hopper(10), a support body(20), a wheel unit, a screw cylinder(40), an extrusion screw, a drive unit(60), and a molding plate(70). The hopper receives mortar from an upper opening(11) and supplies the received mortar through a lower opening. The support body supports the hopper and is extended in a longitudinal direction. The wheel unit is composed of front wheels(31) and rear wheels for supporting the support body. The screw cylinder is connected to the lower opening and is coupled to the bottom of the support body. The extrusion screw is located at the bottom of the hopper and is formed inside the screw cylinder to be rotatable. The drive unit is composed of a drive motor and a speed reducer(61) and rotates the extrusion screw. The molding plate is coupled to the rear end of the screw cylinder and molds the supplied mortar.

Abstract translation: 目的：提供一种边界石材铺路装置，通过反作用力获得驱动力，提高边界石块扩散时砂浆的灌装效率。 构成：用于边界石块的铺路装置包括料斗（10），支撑体（20），轮单元，螺杆缸（40），挤压螺杆，驱动单元（60）和模制板 70）。 料斗从上部开口（11）接收砂浆，并将接收到的砂浆通过下部开口。 支撑体支撑料斗并沿长度方向延伸。 车轮单元由用于支撑支撑体的前轮（31）和后轮构成。 螺杆缸连接到下部开口并联接到支撑体的底部。 挤出螺杆位于料斗的底部，并形成在螺杆筒内部以便旋转。 驱动单元由驱动马达和减速器（61）组成，并使挤出螺杆旋转。 模制板联接到螺杆缸的后端并对供应的砂浆进行模制。

公开(公告)号：KR1020110021437A

公开(公告)日：2011-03-04

申请号：KR1020090079233

申请日：2009-08-26

Applicant: 주식회사자연과길

Inventor： 김홍윤

IPC: E01C21/00 ,  E01C15/00 ,  E01C7/00 ,  E01C3/00

CPC classification number: E01C21/00 ,  E01C3/003 ,  E01C7/00 ,  E01C15/00 ,  E01C2201/00

Abstract: PURPOSE: A mortar ground packing method using loess powder and sand mill is provided to obtain the texture and color of intrinsic soil as well as strength required for vehicle motion. CONSTITUTION: A mortar ground packing method using loess powder and sand mill comprises following steps. The ground is made flat. A boundary stone is paved at both edges of the ground, so pavement position is indicated. As loess powder 200kg, solidifier 250kg or cement 270kg, and liquid solution consisting of water and AE water reducing agent are mixed based on sand 1800kg, pavement soil is manufactured. The manufactured pavement soil is paved in the ground between both boundary stones. The paved pavement soil is compressed and compacted by a vibrator. The pavement soil is covered with curing material.

Abstract translation: 目的：提供使用黄土粉末和砂磨机的砂浆地面填充方法，以获得内在土壤的质地和颜色以及车辆运动所需的强度。 构成：使用黄土粉砂磨机的砂浆粉碎包装方法包括以下步骤。 地面平坦。 边界石铺在地面的两边，所以指示路面的位置。 黄土粉200kg，固化剂250kg或水泥270kg，水和AE减水剂组成的液体溶液基于砂粒1800kg混合，制造路面土。 制造的路面土壤在两块边界石块之间铺设在地面上。 铺筑的路面土被压缩并用振动器压实。 路面土壤被固化材料覆盖。