公开(公告)号：KR3006263480000S

公开(公告)日：2011-12-26

申请号：KR3020100040398

申请日：2010-09-13

Applicant: 윤정배

Designer： 윤정배 ,  윤택규 ,  윤홍기

公开(公告)号：KR101035683B1

公开(公告)日：2011-05-19

申请号：KR1020100071745

申请日：2010-07-26

Applicant: 윤정배 ,  손우흥

Inventor： 윤정배 ,  손우흥 ,  권현오 ,  윤택규

IPC: C09K8/56 ,  C09K17/10 ,  E02F7/00 ,  C09K103/00

Abstract: PURPOSE: A soil stabilizer including ultra fine fly-ash is provided to enable the solidification of weak ground by the injection of an environmentally-friendly solidifying agent having 20% or less of a cement component. CONSTITUTION: A soil stabilizer including ultra fine fly-ash improves a base by being injected into excavated ground. The soil stabilizer includes a solidifying agent or a solidifying agent and accelerating agent. The solidifying agent includes 20~60 wt% of fly ash with a powder degree of 8,000 cm^2/g or more; 1~10 wt% of CSA having a CSA with a powder degree of 8,000 cm^2/g ore more; 1~10 wt% of anhydrous gypsum, 20~40 wt% slag with a powder degree of 5,000 cm^2/g; 20~60 wt% of flyash with a powder degree of 8,000 cm^2/g or more; 1~10 wt% of CSA with a powder degree of 8,000 cm^2/g or less; 1~10 wt% of CSA with a powder degree of 8,000 cm^2/g; and 5~20 wt% of one kind normal cement.

Abstract translation: 目的：提供一种包含超细粉煤灰的土壤稳定剂，通过注入具有20％或更少水泥组分的环保型固化剂，能够使弱地固化。 构成：含有超细粉煤灰的土壤稳定剂通过注入开挖地面改善了基础。 土壤稳定剂包括固化剂或固化剂和促进剂。 固化剂包括20〜60重量％的粉末度为8,000cm 2 / g以上的粉煤灰; 1〜10重量％的CSA，CSA粉末度为8,000厘米2 /克以上; 无水石膏1〜10wt％，粉末度为5000cm ^ 2 / g的20〜40wt％矿渣; 20〜60重量％粉煤灰度为8,000厘米2 /克以上的粉煤灰; 1〜10wt％的CSA，粉度为8,000cm 2 / g以下; 1〜10wt％的CSA，粉度为8,000cm ^ 2 / g; 和5〜20重量％的一种普通水泥。

公开(公告)号：KR100981258B1

公开(公告)日：2010-09-10

申请号：KR1020090114494

申请日：2009-11-25

Applicant: 윤정배

Inventor： 윤정배

IPC: E02D29/02 ,  E02D17/20

CPC classification number: E02D29/0225 ,  E02D17/205 ,  E02D2200/1692 ,  E02D2300/0084 ,  E02D2300/0089

Abstract: PURPOSE: A retaining wall block for retaining wall construction and a construction method of a retaining wall using a retaining wall block and a retaining wall block and a geogrid are provided to prevent the inflow of water using water sealing mat and by reinforcing a foundation using a geogrid. CONSTITUTION: A retaining wall block for retaining wall construction is as follows. A foundation(100) is formed along a construction area floor. A retaining wall block(10) is stacked on the foundation. A drainage guide pipe(200) is filled with rubble and soil and established in the retaining wall block back side. A support stand(22) is inserted into each hook of a geogrid(20). The support stand is fitted in a hanging groove(13) of the retaining wall block. The retaining wall block is stacked on the top of the retaining wall block. The back side of the retaining wall block is filled with rubble and soil. A cutoff mat(600) is installed to the retaining wall block and construction area. The soil is installed to the top of the cutoff mat. A side ditch(700) is formed on the stepped soil.

Abstract translation: 目的：提供用于挡土墙结构的挡土墙块和使用挡土墙块和挡土墙块和土工格栅的挡土墙的施工方法，以防止使用水密封垫的水流入，并使用 土工格栅。 构成：挡土墙结构的挡土墙块如下。 沿建筑面积形成基础（100）。 挡土墙块（10）堆叠在基础上。 排水导管（200）填充瓦砾和土壤，并建立在挡土墙块背面。 将支撑架（22）插入到土工格栅（20）的每个钩中。 支撑架安装在挡土墙块的悬挂槽（13）中。 挡土墙块堆放在挡土墙块的顶部。 挡土墙的背面填充有瓦砾和土壤。 切割垫（600）安装在挡土墙块和结构区域上。 土壤被安装在截止垫的顶部。 在阶梯式土壤上形成侧沟（700）。

公开(公告)号：KR100953824B1

公开(公告)日：2010-04-21

申请号：KR1020090042394

申请日：2009-05-15

Applicant: 윤정배

Inventor： 윤정배

IPC: E04C5/01 ,  E04C3/34 ,  E04C5/08 ,  E04C5/06

Abstract: PURPOSE: A construction method of a T-shaped steel material for reinforcing a column structure of a building and a reinforcing structure of a column structure is provided to improve durability by maintaining the tensed state of a wire rope. CONSTITUTION: A T-shaped steel material(1) for reinforcing a column structure of a building is composed of pressurizing pieces(2) and earthing pieces(3). The pressurizing pieces comprise grooves(71) and wire supporting units, and support wire ropes(20). And the pressurizing pieces maintain the elastic force of the wire ropes. The wire supporting units are coupled to both sides of the grooves.

Abstract translation: 目的：提供一种用于加强建筑物的柱结构的T形钢材的构造方法和柱结构的加强结构，以通过保持钢丝绳的张紧状态来提高耐久性。 构成：用于加强建筑物的柱结构的T形钢材料（1）由加压件（2）和接地片（3）组成。 加压件包括槽（71）和线支撑单元，以及支撑绳索（20）。 并且加压件保持钢丝绳的弹力。 电线支撑单元联接到凹槽的两侧。

公开(公告)号：KR3004805020000S

公开(公告)日：2008-02-26

申请号：KR3020070029234

申请日：2007-07-05

Applicant: 윤정배 ,  이대규

Designer： 윤정배 ,  이대규

公开(公告)号：KR3004805000000S

公开(公告)日：2008-02-26

申请号：KR3020070029231

申请日：2007-07-05

Applicant: 윤정배 ,  이대규

Designer： 윤정배 ,  이대규

公开(公告)号：KR100383901B1

公开(公告)日：2003-05-16

申请号：KR1020020063976

申请日：2002-10-18

Applicant: 윤정배 ,  유소영 ,  화남산업 주식회사

Inventor： 윤정배 ,  유소영

IPC: E02D31/08

Abstract: PURPOSE: A process for constructing a structure with vibration-resistant or vibration-proof property is provided to protect the structure from damage by using a jacking method not to occur external force to cause vibration or alternation of the structure and to form a space for mounting a vibration-proof device. CONSTITUTION: The process comprises steps of forming a working space by digging a ground(2) around a structure(1); boring underground of the structure horizontally and inserting a number of hollowed pipes into the bored holes to form a pipe loop by digging; arranging a cable(7) in the pipe loop and fixing one end of the cable to outside, and connecting the other end to a box(6) having a front shoe; drawing the cable to allow the box advanced to the underground to form a pilot tunnel; and mounting a vibration-proof device inside the tunnel to absorb vibration energy and protect transfer of the vibration to the structure.

Abstract translation: 目的：提供一种用于构造具有抗振或抗振特性的结构的过程，以通过使用顶起方法防止结构损坏而不发生外力而引起结构的振动或交替，并形成用于安装的空间 防震装置。 构成：该方法包括通过围绕结构（1）挖掘地面（2）形成工作空间的步骤; 水平地将结构钻入地下，并通过挖掘将大量空心管插入钻孔中以形成管环; 将电缆（7）布置在管环中，并将电缆的一端固定到外部，并将另一端连接到具有前方鞋的盒（6）; 拉动电缆使箱子前进到地下形成一个试验隧道; 并在隧道内安装防振装置以吸收振动能量并保护振动传递到结构。