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1. 发明公开

KR1020130083101A 인클라인 케이싱 파이프 가이드 장치 有权
标题翻译：管道引导装置
公开(公告)号：KR1020130083101A
公开(公告)日：2013-07-22
申请号：KR1020120003644
申请日：2012-01-12
申请人： 엄광수
发明人： 엄광수
IPC分类号： E02D13/04 , E21B7/20 , E02D7/20 , E02D27/30
CPC分类号： E02D13/04 , E02D7/20 , E02D27/30 , E21B7/20
摘要： PURPOSE: An incline casing pipe guiding apparatus is provided to tilt a casing pipe guide by a tiling cylinder, thereby inserting the casing pipe in an inclined manner by the predetermined angle according to the ground properties. CONSTITUTION: An incline casing pipe guiding apparatus includes a main body frame (10) and a casing pie guide (20). The main body frame is installed in a barge and supports a casing pipe guide. A tilting cylinder (12) is fixed to the upper end of the main body frame. A casing pipe guide is located on front surface of main body frame, is coupled by a shaft (22), and includes a casing pipe insertion hole (24) in the center thereof. A casing pipe guide tilts based on the axis of the main body frame by driving the tilting cylinder.
摘要翻译：目的：提供一种倾斜套管引导装置，用于通过平铺缸倾斜套管引导件，从而根据接地特性将套管以倾斜的方式插入预定角度。构成：倾斜套管引导装置包括主体框架（10）和壳体馅饼导向件（20）。主体框架安装在驳船中，并支撑套管导轨。倾斜缸（12）固定在主体框架的上端。壳体管导向件位于主体框架的前表面上，由轴（22）联接，并在其中心包括套管插入孔（24）。套筒管引导件通过驱动倾斜缸而基于主体框架的轴线倾斜。

2. 发明授权

KR101385017B1 옹벽 구조물 및 이를 이용한 옹벽 시공방법 有权
标题翻译：保留墙及其结构方法
公开(公告)号：KR101385017B1
公开(公告)日：2014-04-14
申请号：KR1020120119675
申请日：2012-10-26
申请人： (주)지오알앤디 , 박이근
发明人： 박이근
IPC分类号： E02D29/02 , E02D27/30 , E04B1/343
CPC分类号： E02D29/0233 , E02D27/30 , E02D2300/0029 , E04B1/34384
摘要： The present invention relates to an anchor type retaining wall structure and, more specifically, to a retaining wall structure and a method for constructing a retaining wall using the structure. Without installing a scaffold at a construction site, the retaining wall structure can prevent a safety accident of a worker who works at a high altitude in advance by allowing the worker to use a prefabricated reinforcing bar and a prefabricated wall structure for constructing a retaining wall. Moreover, the retaining wall can reduce costs by simplifying a construction method. [Reference numerals] (AA) A direction
摘要翻译：本发明涉及一种锚式挡土墙结构，更具体地说，涉及一种挡土墙结构以及使用该结构构造挡土墙的方法。没有在施工现场安装脚手架，挡墙结构可以通过允许工人使用预制的钢筋和预制墙结构来建造挡土墙，从而防止高空工作的工人的安全事故。此外，通过简化施工方法，挡土墙可以降低成本。（标号）（AA）A方向

3. 发明授权

KR101117774B1 밸브실의 기초콘크리트구조 및 이를 이용한 밸브실의 매설방법 有权
标题翻译：忽略
公开(公告)号：KR101117774B1
公开(公告)日：2012-03-13
申请号：KR1020110099495
申请日：2011-09-30
申请人： 삼영기술주식회사
发明人： 함윤경
IPC分类号： E02D29/045 , E02D27/46 , E03F5/02 , B65D90/10 , E02D27/30
CPC分类号： E02D29/045 , B65D90/10 , E02D27/30 , E02D27/46 , E02D2250/0023 , E03F5/02
摘要： PURPOSE: A footing concrete structure for a valve room and a burying method for a valve room using the same are provided to prevent a valve room from becoming unfastened from a footing concrete structure. CONSTITUTION: A footing concrete structure(10) for a valve room comprises steel supports(20), cutoff panels(30), and concrete(40). The steel supports are arranged on the bottom(60) of a valve room in a line. The cutoff panels are vertically positioned at both ends of the steel supports and cut off concrete placed between the steel supports. The concrete is placed in a space formed by the steel supports and the cutoff panels.
摘要翻译：目的：提供一种用于阀室的基础混凝土结构和使用其的阀室的掩埋方法，以防止阀室从基础混凝土结构松开。构成：用于阀室的基础混凝土结构（10）包括钢支架（20），切割板（30）和混凝土（40）。钢支架配置在阀室的底部（60）上。切断板垂直定位在钢支架的两端，并切断置于钢支架之间的混凝土。将混凝土放置在由钢支架和切断板形成的空间中。

4. 发明授权

KR101301079B1 박스구조물 시공방법 有权
标题翻译：盒施工方法
公开(公告)号：KR101301079B1
公开(公告)日：2013-09-03
申请号：KR1020120100006
申请日：2012-09-10
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D29/045 , E04B1/41 , E02D27/30 , E04G17/06 , E04B1/66
CPC分类号： E02D29/045 , E02D27/30 , E02D2600/20 , E04B1/40 , E04B1/66 , E04G17/06
摘要： PURPOSE: A construction method of a box structure is provided to obtain efficiency and economic feasibility in carriage and installation by constructing a precast wall and manufacturing the wall in order not to have large self-loads. CONSTITUTION: A construction method of a box structure (A) comprises the following steps. The ground on which the box structure is constructed is excavated, and a plurality of precast walls (200) is installed in the excavated space. Cast-in-place concrete is placed in a lower space (S) of the wall, and a bottom plate (100) is formed. The bottom plate and both sides of the walls are strongly coupled. An upper plate (300) is constructed on the upper part of the wall. [Reference numerals] (AA) Rear surface; (BB,DD) Lateral surface; (CC) Front surface; (EE,FF) Front end groove; (GG) Vertical direction; (HH) Horizontal direction
摘要翻译：目的：提供一种箱体结构的施工方法，以便通过构造预制墙和制造墙壁以获得运输和安装的效率和经济可行性，从而不具有较大的自负荷。构成：盒结构（A）的构造方法包括以下步骤。开挖构造箱体结构的地面，挖掘空间内安装有多个预制壁（200）。现浇混凝土被放置在壁的下部空间（S）中，并且形成底板（100）。底板和墙的两侧牢固地连接。上壁（300）构成在壁的上部。（附图标记）（AA）后表面; （BB，DD）侧面; （CC）前面; （EE，FF）前端槽; （GG）垂直方向; （HH）水平方向

5. 发明公开

KR1020120094666A 분리형 좌대와 띠장 지점조절용 부재를 이용한 흙막이 지지 구조 및 흙막이 지지 공법 有权
标题翻译：接地保持系统和使用分离式PEDESTAL和WALE轴承支架的结构
公开(公告)号：KR1020120094666A
公开(公告)日：2012-08-27
申请号：KR1020110014064
申请日：2011-02-17
申请人： 주식회사 한빛구조엔지니어링
发明人： 임인식 , 이정배 , 이범택
IPC分类号： E02D17/04 , E02D17/08 , E02D31/10 , E04C3/20 , E02D27/30
CPC分类号： E02D17/04 , E02D17/08 , E02D27/30 , E02D31/10 , E04C3/20
摘要： PURPOSE: A structure supporting a retaining wall using a separable pedestal and a furring strip position control member and a method for supporting the retaining wall are provided to reduce construction costs by remarkably reducing the number of furring strips and pedestals because a size and an arrangement interval of the furring strip are rationally controlled according to properties and form of the load in which the furring strip and a beam member bear. CONSTITUTION: A structure supporting a retaining wall using a separable pedestal and a furring strip position control member comprises a furring strip member(10), a separable pedestal, a beam member(300), and a slab structure(200). The furring strip member is formed in the traverse direction along an inner wall surface of a temporary retaining wall(100). The furring strip member transfers horizontal soil pressure actuating on the temporary retaining wall to an underground structure. The separable pedestal is composed of an upper pedestal and a lower pedestal. The beam member is placed on the upper part of the lower pedestal and installed to be spaced from the temporary retaining wall so that an end part of the beam member does not receive the horizontal soil temperature as an axial force. The slab structure is formed in the upper part of the beam member. An end part of the slab structure is structurally connected to the furring strip member, thereby supporting the horizontal soil pressure by directly receiving the same.
摘要翻译：目的：提供一种使用可分离基座和带状位置控制构件支撑挡土墙的结构以及用于支撑挡土墙的方法，以通过显着减少毛条和基座的数量来减少施工成本，因为尺寸和布置间隔根据橡胶条和梁构件承受的载荷的性质和形式合理控制橡胶条。构成：使用可分离的基座和毛边条位置控制构件支撑挡土墙的结构包括带状条构件（10），可分离基座，梁构件（300）和板结构（200）。沿着临时挡土墙（100）的内壁面在横动方向上形成有卷边条构件。毛边条构件将在临时挡土墙上致动的水平土壤压力转移到地下结构。可分离基座由上基座和下基座构成。梁构件放置在下基座的上部，并安装成与临时挡土墙隔开，使得梁构件的端部不会作为轴向力接收水平土壤温度。板结构形成在梁构件的上部。板坯结构的端部结构地连接到毛边条构件，从而通过直接接收水平土壤压力来支撑水平土壤压力。

6. 发明公开

KR1020090118722A 프리캐스트 기초 및 말뚝과 프리캐스트 기초의 연결구조 有权
标题翻译：预警基金会与桩基之间的预测基金会和桩连接结构
公开(公告)号：KR1020090118722A
公开(公告)日：2009-11-18
申请号：KR1020080044672
申请日：2008-05-14
申请人： 중앙대학교 산학협력단 , 주식회사 중앙씨앤씨
发明人： 심창수 , 장정환
IPC分类号： E02D27/28 , E02D27/30 , E02D5/50
CPC分类号： E02D27/28 , E02D5/50 , E02D27/30 , E02D2300/0029 , E02D2600/20
摘要： PURPOSE: A precast foundation and a connection structure between a pile and the same are provided to integrally connect a head of the pile and the foundation and to prevent the pile from being pulled out. CONSTITUTION: A precast foundation comprises a main body and an insertion hole. The main body is made of a precast concrete member. The insertion hole paths through the upper part of the lower part of the main body. A head of a pile(30) mounted on bottom of the precast foundation is inserted into the insertion hole. The head of the pile connected to a reinforcing bar is inserted into the insertion hole passing through the top and bottom of the main body of the precast foundation. A filling material is injected into the insertion hole.
摘要翻译：目的：提供桩与桩之间的预制基础和连接结构，以整体连接桩的头部和基础，并防止桩被拉出。构成：预制基础包括主体和插入孔。主体由预制混凝土构件制成。插入孔穿过主体下部的上部。安装在预制基础底部的桩头（30）插入插入孔中。连接到钢筋的桩的头部插入通过预制基础主体的顶部和底部的插入孔中。将填充材料注入到插入孔中。

7. 发明公开

KR1020060100346A 관형홈 굴착을 이용한 수상돌출암반의 등표설치공법 无效
标题翻译：通过喷射管型流体在推进岩石上构造轻型舷窗的方法
公开(公告)号：KR1020060100346A
公开(公告)日：2006-09-20
申请号：KR1020060083730
申请日：2006-08-31
申请人： 유진건설주식회사
发明人： 박상술
IPC分类号： E02D27/10 , E02D27/30 , E02D27/32 , E02D19/02 , E21B1/00 , B63B51/02
CPC分类号： E02D27/10 , B63B51/02 , E02D19/02 , E02D27/30 , E02D27/32 , E21B1/00
摘要： 본 발명은 관형홈 굴착을 이용하여 해상의 수상돌출암반에 등표를 설치하는 등표설치공법에 관한 것으로, 더욱 상세하게는 등표를 설치하고자 하는 간출암 또는 노출암 등의 수상돌출암반에 크롤러 드릴 및 소형 굴착장비를 이용하여 관형홈을 굴착 형성하고, 굴착 형성된 관형홈에 관형태의 우물통을 적층 설치하고 적층 설치된 우물통의 내부에 H빔 또는 철근 등으로 된 철재식 구조물을 설치한 후 수중콘크리트를 타설하여 등표기초부를 형성한 다음, 형성된 등표기초부의 상부에 등표를 가설한 후 2차 콘크리트를 타설하여 고정설치하도록 구성하므로써, 수상돌출암반의 굴착 및 파손량과 암반하부의 강도저하를 최소화하면서 등표기초부의 하단을 수상돌출암반에 견고하게 고정시킬 수 있게 되므로 수상돌출암반에 설치되는 등표의 설치상태를 � �욱 더 견고하고 안정되게 유지할 수 있도록 하는 동시에 등표설치작업에 소요되는 시간과 비용을 대폭 절감할 수 있도록 한 것이다.
등표, 수상돌출암반, 간출암, 노출암, 관형홈, 크롤러 드릴, 소형 굴착장비, 우물통, 수중콘크리트

8. 发明公开

KR1020140067312A 건축물의 기초콘크리트 시공방법 无效
标题翻译：混凝土基础施工方法
公开(公告)号：KR1020140067312A
公开(公告)日：2014-06-05
申请号：KR1020120134384
申请日：2012-11-26
申请人： 준이앤씨(주)
发明人： 김동규
IPC分类号： E02D27/10 , E02D27/30 , E02D17/02
CPC分类号： E02D27/10 , E02D17/02 , E02D27/30 , E02D2250/0023
摘要： The present invention relates to a method to construct a concrete foundation of a building characterized by including a bed excavation step which excavates the ground; an arrangement step which partitions the excavated space formed on the bed excavation step into first space to form a grade beam and a second space to refill and arrange a backfill to occupy the second space inside the excavated space to be separated; a rebar distribution step which installs rebar inside the first space; and a grade beam forming step which forms a grade beam by placing concrete inside the first space. As a form removal task forcibly removes the form for concrete after curing concrete inside the form omitted using a backfill which takes a role of form partitioning the excavated space into the first space to form a grade beam and the second space to place concrete; the method to construct the concrete foundation of the building according to the present invention can improve the stability of the building by preventing damage to the concrete caused by carelessness, and can reduce a construction period by reducing the time required for the form removal task. Furthermore, the method to construct the concrete foundation of the building according to the present invention can reduce a construction period by omitting a backfilling task as the backfill is filled inside the second space except for the first space where the grade beam is formed.
摘要翻译：本发明涉及一种构建建筑物的混凝土基础的方法，其特征在于包括挖掘地面的床挖掘步骤; 将形成在床挖掘步骤中的挖掘空间分隔成第一空间以形成等级梁的布置步骤和用于重新填充和布置回填的第二空间以占据被挖掘空间内的待分离的第二空间; 钢筋分配步骤，在第一个空间内安装钢筋; 以及坡度梁形成步骤，通过将混凝土放置在第一空间内形成坡度梁。作为一种形式拆除任务，在固化后的混凝土内强制移除混凝土的形式时，使用回填的形式，将回填空间分隔成第一个空间形成坡度梁，第二个空间放置混凝土; 根据本发明构建建筑物的具体基础的方法可以通过防止因疏忽而导致的混凝土损坏而提高建筑物的稳定性，并且可以通过减少拆卸任务所需的时间来减少施工周期。此外，根据本发明的构建建筑物的具体基础的方法可以通过省略回填任务来缩短施工周期，因为除了形成坡度梁的第一空间之外，在第二空间内填充回填料。

9. 发明公开

KR1020140037695A 운행노반 교반 방식의 굴착과 보강을 통한 법면 절취 시공 방법 无效
标题翻译：通过挖掘和加固道路切割坡面的构造方法
公开(公告)号：KR1020140037695A
公开(公告)日：2014-03-27
申请号：KR1020120104174
申请日：2012-09-19
申请人： 한국철도기술연구원
发明人： 김대상
IPC分类号： E02D17/20 , E02D27/34 , E21B7/30 , E02D5/62 , E21D21/00 , E02D5/80 , E02D27/30 , E02D37/00
CPC分类号： E02D17/20 , E02D5/62 , E02D5/808 , E02D27/30 , E02D27/34 , E02D37/00 , E21B7/30 , E21D21/0086
摘要： Provided is a method for cutting a slope by simultaneously excavating and reinforcing roadbed without stopping road service capable of efficiently using a slope space by removing the slope without stopping road service by cutting the roadbed slope of the existing operated railroad and road without roadbed sinking and also minimizing sinking caused by excavation when the roadbed slope is cut to use a land in which the roadbed slope is occupied. A method for cutting a slope by simultaneously excavating and reinforcing roadbed without stopping road service includes: a step of inserting and constructing a reinforcing material into the cross-sectional surface of an excavated roadbed slope (a); a step of excavating the roadbed from the upper part of the cross-sectional surface of the excavated roadbed slope while stirring soil and cement grouting material and constructing a horizontal reinforcing body on an excavation surface (b); a step of expanding the excavation surface by continuously excavating the slope and then constructing the horizontal reinforcing body on the expanded excavation surface (c); and a step of cutting the roadbed slope without the sinking of the upper surface of the roadbed while constructing a wall from the excavated surface. [Reference numerals] (S131) Stirring and drilling the existing road bed using a front rotating body; (S132) inserting a tendon; (S133) Injecting a cement grouting material through a grout injecting port; (S134) Stirring the cement grouting material and soil by rotating the front rotating body backward; (S135) Removing the front rotating body and capping an external surface; (S136) Curing the cement grouting material by placing the tendon and pressing a stirred matter
摘要翻译：提供了一种通过同时挖掘和加强路基而不停止能够有效利用斜坡空间的道路服务来切割坡道的方法，通过切除现有操作的铁路和没有路基沉没的道路的路边坡而不停止道路服务，并且还当路边坡被切割使用路基边坡占用的土地时，尽量减少挖掘造成的沉没。通过同时挖掘和加固路基而不停止道路服务来切割斜坡的方法包括：将一种增强材料插入和构造到挖掘的路基坡道（a）的横截面中的步骤; 在挖掘的路基边坡的横截面上部挖掘路基的步骤，同时搅拌泥土和水泥灌浆材料，并在挖掘面（b）上构造水平加固体; 通过连续挖掘斜坡然后在膨胀的挖掘面（c）上构造水平加固体来扩大开挖面的步骤; 并且在从被挖掘的表面构造墙壁的同时切割路基边坡而不会在路基的上表面下沉的步骤。（参考号）（S131）使用前旋转体搅拌和钻孔现有的路床; （S132）插入腱; （S133）通过灌浆注入口注入水泥灌浆材料; （S134）向后旋转前旋转体，搅拌水泥灌浆料和土壤; （S135）取下前旋转体并盖住外表面; （S136）通过放置腱并压制搅拌物固化水泥灌浆材料

10. 发明公开

KR1020110019674A 지 더블유 기초보강공법 无效
标题翻译： G.W基金会加固方法
公开(公告)号：KR1020110019674A
公开(公告)日：2011-02-28
申请号：KR1020090077318
申请日：2009-08-20
申请人： 박용민 , 신특수건설(주)
发明人： 박용민
IPC分类号： E02D27/28 , E02D27/30 , E02D15/02 , E01D19/02 , E02D27/12 , E02D37/00
CPC分类号： E02D27/28 , E01D19/02 , E02D15/02 , E02D27/12 , E02D27/30 , E02D37/00 , E02D2200/1678 , E02D2300/0065
摘要： PURPOSE: A G.W foundation reinforcing method, capable of minimizing the outflow of soil supporting the load of a structure, is provided to safely excavating the surrounding soil after the complete reinforcement of the established building. CONSTITUTION: A G.W foundation reinforcing method is as follows. A steel pipe pile(3) is planted in the bridge foundation. The grouting for the micro-fiber mingled grouting well is injected through a grouting delivery pipe(1) locating after the bridge foundation. The grouting well is constituted. A grouting connecting delivery pipe(2) between the steel pipe piles is formed in a branch shape.
摘要翻译：目的：提供G.W基础加固方法，能够最大限度地减少支撑结构载荷的土壤流出，在建筑物完全加固后，安全地挖掘周围土壤。构成：G.W基础加固方法如下。钢管桩（3）种植在桥梁基础上。通过位于桥梁基础之后的灌浆输送管（1）注入微纤维混合灌浆井的灌浆。灌浆井构成。在钢管桩之间的灌浆连接输送管（2）形成分支形状。

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