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51. 发明授权

KR101379305B1 프리캐스트 전면벽체 및 프리캐스트 배면벽체를 이용한 벽체구조물 제작방법 有权
标题翻译：使用预制前壁板和预制墙壁的墙体结构制造方法
公开(公告)号：KR101379305B1
公开(公告)日：2014-03-28
申请号：KR1020130099090
申请日：2013-08-21
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D29/045 , E02D29/02
CPC分类号： E02D29/045 , E02D29/0275 , E02D2300/002 , E02D2300/0029
摘要： The present invention relates to a wall structure manufacturing method capable of economically and efficiently constructing a wall structure by using a precast wall panel along with cast-in place concrete. The manufacturing method includes the steps of: laying down a precast front wall panel so that reinforcing bars in a wall of the precast front wall faces upward; connecting wall connection reinforcing bars of the front plate and the rear plate while the precast rear wall is located so as to be in contact with the precast front wall laid down on the ground; setting the connected precast front wall and precast rear wall by erecting the same; and casting concrete in a space between the precast front wall and the precast rear wall so that the wall connection reinforcing bars are embedded. [Reference numerals] (AA,BB,CC) Load; (DD) Wall slab; (EE) Wall support; (FF) Wall connection reinforcing bar; (GG) Longitudinal direction
摘要翻译：本发明涉及一种壁式结构的制造方法，其能够通过使用预制墙板和浇注混凝土来经济有效地构造墙体结构。该制造方法包括以下步骤：铺设预制前壁板，使得预制前壁的壁中的钢筋朝上; 在预制后壁定位时与前板和后板的连接壁连接钢筋与预埋在地面上的预制前壁接触; 通过搭建连接的预制前壁和预制后墙来设置; 并将混凝土浇注在预制前壁与预制后墙之间的空间中，使得壁连接钢筋被嵌入。（标号）（AA，BB，CC）负载; （DD）墙板; （EE）墙壁支撑; （FF）墙面连接钢筋; （GG）纵向

52. 发明授权

KR101314081B1 라멘구조물의 양 벽체부와 상판 연결시공방법 有权
标题翻译：保持墙和结构连接结构的结构连接方法
公开(公告)号：KR101314081B1
公开(公告)日：2013-10-14
申请号：KR1020130040438
申请日：2013-04-12
申请人： (주)서현컨스텍 , 안창일 , 한국건설기술연구원
发明人： 안창일 , 김영진 , 강재윤 , 김병석
IPC分类号： E02D29/045 , E04B1/58
CPC分类号： E02D29/045 , E02D2250/0023 , E04B1/58
摘要： PURPOSE: A method for connecting the upper plate and both walls of rahmen structure is provided to simply assemble reinforcing bars at a corner part, thereby sufficiently securing constructability and economic efficiency. CONSTITUTION: A method for connecting the upper plate (300) and both walls (200) of rahmen structure includes: a step of installing the walls at a bottom plate; a step of connecting inner reinforcing bars (210) overlapped in corner part spaces using corner part longitudinal reinforcing bars (600); and a step of burying the corner part longitudinal reinforcing bars in the inner reinforcing bars with placing concrete in the corner part spaces. A vertical wall-shaped outer finishing plate (220) is upwardly extended from outside the upper side or side of the wall. The corner part spaces are formed by mounting the upper plate between upper sides inside the walls. The inner reinforcing bars are extracted from the upper sides of the walls and the end portions of the upper plate. The inner reinforcing bar is formed into a U-shaped ring. [Reference numerals] (AA) Lengthwise direction; (BB) Broadthwise direction
摘要翻译：目的：提供一种用于连接上拉板结构的上板和两壁的方法，以便在拐角处简单地组装钢筋，从而充分确保了构造性和经济性。构成：用于连接上部板（300）和拉姆门结构的两个壁（200）的方法包括：将壁安装在底板上的步骤; 使用角部纵向钢筋（600）连接在角部空间中重叠的内钢筋（210）的台阶; 以及将角部件纵向钢筋埋在内钢筋中并将混凝土放置在角部空间中的步骤。垂直的壁形外整理板（220）从壁的上侧或侧面向外延伸。角部分空间通过将上板安装在墙壁之间的上侧而形成。内部钢筋从壁的上侧和上板的端部抽出。内侧钢筋形成为U形环。（标号）（AA）长度方向; （BB）广角方向

53. 发明授权

KR101301081B1 벽체구조물 및 그 시공방법 有权
标题翻译：墙体结构及其施工方法
公开(公告)号：KR101301081B1
公开(公告)日：2013-09-03
申请号：KR1020120124480
申请日：2012-11-05
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D29/02 , E04B5/23 , E04B1/41 , E04B1/66 , E04B1/30
CPC分类号： E02D29/02 , E04B1/30 , E04B1/40 , E04B1/66 , E04B5/23
摘要： PURPOSE: A wall structure and a construction method thereof are provided to sufficiently obtain efficiency and an economic property of manufacture, carriage, and construction of a wall by efficiently obtaining longitudinal directional structural integrity of the wall and optimizing a cross section of the wall. CONSTITUTION: A wall structure (A) comprises a wall (200) and a bottom plate (100). The wall includes a wall unit (210), a column support unit, a lower reinforcing bar, and a tendon. The column support unit is formed on the bottom surface of the wall in a longitudinal direction. The lower reinforcing bar is formed on the lower space between the column support units and is extended in order to protrude from the bottom surface of the wall. The tendon is inserted into a penetration hole of the wall and the column support unit. The bottom plate is formed in order to include a fixed thickness with cast-in-place concrete. The bottom plate is strongly coupled with the wall by being extended from the lower part of the wall to the rear surface. [Reference numerals] (AA) Dowel bar; (BB) Sealant; (CC) Waterproofing seat; (DD) Longitudinal direction; (EE) Horizontal direction
摘要翻译：目的：提供一种墙体结构及其施工方法，通过有效获得壁的纵向方向结构完整性并优化墙壁的横截面，以充分获得制造，运输和建造墙壁的效率和经济性。构成：壁结构（A）包括壁（200）和底板（100）。壁包括壁单元（210），柱支撑单元，下加强杆和腱。柱支撑单元沿纵向方向形成在壁的底表面上。下加强筋形成在柱支撑单元之间的下部空间上并且延伸以从壁的底表面突出。将腱插入壁和柱支撑单元的穿透孔中。形成底板以便包括具有现浇混凝土的固定厚度。底板通过从壁的下部延伸到后表面而与壁牢固地联接。（标号）（AA）定位杆; （BB）密封剂; （CC）防水座椅; （DD）纵向; （EE）水平方向

54. 发明授权

KR101282770B1 프리캐스트 직벽형 기초 및 그 시공방법 有权
标题翻译：预制直壁墙基础及其施工方法
公开(公告)号：KR101282770B1
公开(公告)日：2013-07-05
申请号：KR1020130002497
申请日：2013-01-09
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D27/32 , E01F8/00 , E02D5/03 , E02D27/12
CPC分类号： E02D27/32 , B60Y2200/416 , E01F8/0005 , E02D5/03 , E02D27/12
摘要： PURPOSE: A precast wall type foundation and a construction method thereof are provided to minimize excavation space to construct a precast foundation by minimizing a size of a cross section of the precast foundation. CONSTITUTION: A precast wall type foundation comprises a precast foundation upper part (110), a precast foundation lower part (120), a foundation pile (200), and a grout material (400). A horizontal cross section of the precast foundation upper part is formed as a T-shaped cross section. The precast foundation lower part forms a longitudinal direction connection hole (121) so that the bottom surface of a block body. A head is inserted into the longitudinal direction connection hole of the foundation pile. The grout material is inserted into the longitudinal direction connection hole in order to integrate the foundation pile and the precast foundation lower part. [Reference numerals] (AA) Longitudinal direction
摘要翻译：目的：提供一种预制墙型基础及其施工方法，以最小化预制基础横截面尺寸来挖掘挖掘空间，以构建预制基础。构成：预制壁型基础包括预制基础上部（110），预制基础下部（120），基础桩（200）和灌浆材料（400）。预制地基上部的水平横截面形成为T形横截面。预制底座下部形成纵向连接孔（121），使得块体的底面。头部插入基础桩的纵向连接孔。将灌浆材料插入纵向连接孔，以便将基础桩和预制基础下部结合在一起。（标号）（AA）纵向

55. 发明授权

KR101236556B1 브레이싱과 양 외측부재를 이용한 구조물 시공방법 有权
标题翻译：结构构造方法使用构件和预制混凝土通道
公开(公告)号：KR101236556B1
公开(公告)日：2013-02-22
申请号：KR1020110072266
申请日：2011-07-21
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02B3/06 , E04G13/00 , E02B7/02 , E02D29/02
摘要： 대형 콘크리트 구조물을 시공하기 위하여 별도의 거푸집, 비계 및 동바리와 같은 가설재를 설치하지 않고 간단하게 상기 구조물을 시공할 수 있는 프리캐스트 구조물 시공방법에 대한 것으로써,
브레이싱에 의하여 서로 이격되어 연결된 한 쌍의 프리캐스트 패널과 같은 양 외측부재를 다수를 바닥(A)에 설치하여 서로를 길이방향 또는 상하로 적층시켜 연결시키고, 상기 양 측벽부재들의 내부공간(S)에 콘크리트와 같은 충진재를 채워 넣어 간단하게 구조물을 시공할 수 있는 브레이싱과 양 외측부재를 이용한 구조물 시공방법이 제시된다.

56. 发明公开

KR1020130011246A 브레이싱과 양 외측부재를 이용한 구조물 시공방법 有权
标题翻译：结构构造方法使用构件和预制混凝土通道
公开(公告)号：KR1020130011246A
公开(公告)日：2013-01-30
申请号：KR1020110072266
申请日：2011-07-21
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02B3/06 , E04G13/00 , E02B7/02 , E02D29/02
CPC分类号： E02B3/06 , E02B7/02 , E02D29/02 , E04G13/00
摘要： PURPOSE: A method for constructing a structure using a bracing and both external side members are provided to simply construct a large concrete structure with a precast method without an extra form and a temporary material. CONSTITUTION: Both external side members(100,400) are separated by plural bracings(200). The plural both external side members(100,400) are installed on the bottom(A). The internal spaces(S) of the both side wall members are filled with a filler(300). The plural both external side members(100,400) are connected to one another. Steel plates(140) are protruded on the edge portions or ribs of the both external side members(100,400). The bracings(200) are connected between the steel plates(140).
摘要翻译：目的：提供一种使用支撑和两个外侧构件构造结构的方法，以简单地构造具有预制方式的大型混凝土结构，而不需要额外的形式和临时材料。构成：两个外侧构件（100,400）由多个支撑（200）分开。多个外侧构件（100,400）安装在底部（A）上。两个侧壁构件的内部空间（S）填充有填料（300）。多个外侧构件（100,400）彼此连接。钢板（140）突出在两个外侧构件（100,400）的边缘部分或肋上。支撑件（200）连接在钢板（140）之间。

57. 发明授权

KR101052732B1 전단연결재가 미리 형성된 연결판을 이용한 합성파일 및 그 제작방법 有权
标题翻译：使用具有剪切连接器的复合板的复合板和使用其的制造方法
公开(公告)号：KR101052732B1
公开(公告)日：2011-08-01
申请号：KR1020110010054
申请日：2011-02-01
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D5/58 , E02D5/28 , E02D13/04
CPC分类号： E02D5/58 , E02D5/28 , E02D13/04 , E02D2200/1607 , E02D2200/1678
摘要： PURPOSE: A composite pile using a shear connector integrated connecting plate and a manufacturing method thereof are provided to more easily install a shear connector for securing enough composition strength between an outer steel pipe and inner concrete in a composite pile. CONSTITUTION: A composite pile comprises an outer steel pipe(110), a connecting plate(120) which is formed with a shear connector including a plurality of dot spacers or trusses and attached to the interior side of the outer steel pipe, a steel reinforcement mesh(150) which is inserted by sliding on the connecting plate, and a concrete part(160) which is formed by placing concrete to bury the connecting plate and the steel reinforcement mesh.
摘要翻译：目的：提供一种使用剪切连接器集成连接板的复合桩及其制造方法，以更容易地安装用于在复合桩中的外钢管和内混凝土之间确保足够的组成强度的剪切连接器。构成：复合桩包括外钢管（110），连接板（120），其形成有包括多个点间隔件或桁架并且附接到外钢管的内侧的剪切连接器，钢筋通过在连接板上滑动而插入的网状物（150），以及混凝土部（160），该混凝土部通过将混凝土埋设以埋设连接板和钢筋网而形成。

58. 发明授权

KR100983086B1 포스트구조물과 적층블록체에 의한 옹벽구조물 시공방법 有权
标题翻译：使用后结构和块的保持墙结构方法
公开(公告)号：KR100983086B1
公开(公告)日：2010-09-17
申请号：KR1020100003144
申请日：2010-01-13
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , A01G1/00 , A01G9/02
CPC分类号： E02D29/0225 , A01G2/00 , A01G9/025 , E02B3/14 , E02D17/205 , E02D2300/0084 , E02D2600/20
摘要： PURPOSE: A retaining wall construction method using post structures and laminate blocks is provided to achieve double resistance against earth pressure and environmentally-friendly construction. CONSTITUTION: A retaining wall construction method comprises steps of: setting post structures(300), each of which comprises a bottom plate(310) and a column wall(320) installed on the top of the bottom plate, at regular intervals on the ground; setting laminate blocks(100) between the post structures, with both ends fixed and supported to the inner walls of the column walls; back filling back-filling soil in the rear of the laminate blocks and compressing it; and placing a grid(200) on the top of the covering soil.
摘要翻译：目的：提供使用柱结构和层压块的挡土墙施工方法，以实现双重抵抗土压和环保施工。构成：挡土墙施工方法包括以下步骤：设置桩结构（300），每个桩结构（300）包括底板（310）和安装在底板顶部上的塔壁（320），其在地面上以规则的间隔 ; 在柱结构之间设置层压块（100），两端固定并支撑在柱壁的内壁上; 向后填充层压板后部填充土壤并压缩; 并将格栅（200）放置在覆盖土壤的顶部。

59. 发明授权

KR100971200B1 연결강재를 이용한 프리캐스트 조립식 박스형 구조물 시공방법 有权
标题翻译：使用钢连接构件的预制箱结构结构方法
公开(公告)号：KR100971200B1
公开(公告)日：2010-07-20
申请号：KR1020090109771
申请日：2009-11-13
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D29/045 , E04G21/12 , E02D5/34 , E04C5/12
CPC分类号： E02D29/045 , E02D5/34 , E02D2200/1628 , E02D2300/0029 , E04C5/12 , E04G21/12
摘要： PURPOSE: A construction method of a structure of prefabricated box type using a connection steel material is provided to increase the application property and profitability by securing the length of horizontal direction of the bridge upper segment connected to a wall part segment. CONSTITUTION: A construction method of a structure of prefabricated box type using a connection steel material comprises: a step of constructing a bottom plate segment on an excavated ground; a step of installing two wall segments(200) on a lower board part segment; a step of connecting an upper connector(320) of an upper segment(300) and a connector(240) of both wall part segments; a step of fixing the upper and lower intermediate segment between the top center of the bottom plate and the bottom of the upper segment; and a step of uniting the top and wall part segment each other using a finishing material.
摘要翻译：目的：提供一种使用连接钢材的预制箱型结构的施工方法，通过确保连接到壁部段的桥上段的水平方向的长度来提高施工性能和利润。构成：使用连接钢材的预制箱型结构的施工方法包括：在挖掘的地面上构造底板段的步骤; 在下板部分段上安装两个壁段（200）的步骤; 连接两个壁部分段的上段（300）的上连接器（320）和连接器（240）的步骤; 将上下中间部分固定在底板的顶部中心与上部的底部之间的步骤; 以及使用精整材料将顶部和壁部分彼此结合的步骤。

60. 发明授权

KR100938394B1 관통홀이 형성된 강관이 매입된 중공 콘크리트 말뚝 有权
标题翻译：带有钢管的PHC桩
公开(公告)号：KR100938394B1
公开(公告)日：2010-01-22
申请号：KR1020090033723
申请日：2009-04-17
申请人： (주)서현컨스텍 , 안창일
发明人： 안창일
IPC分类号： E02D5/30 , E02D5/22 , E04C3/34
CPC分类号： E02D5/30 , E02D5/226 , E02D2200/1628 , E02D2200/1685 , E02D2300/0029 , E04C3/34
摘要： PURPOSE: A hollow concrete pile in which a steel pipe having a through hole is embedded is provided to have the efficient and economic section thickness by preventing the corrosion due to moisture included in the air or the ground by embedding a steel pipe to be not exposed to the outside. CONSTITUTION: A hollow concrete pile in which a steel pipe having a through hole is embedded is composed of a hollow concrete pile(100), a steel pipe(200), and an external reinforcement pipe(300). The steel pipe is embedded inside the hollow concrete pile and has a through hole. The external reinforcement pipe is formed to reinforce the upper part or the head of the hollow concrete pile.
摘要翻译：目的：提供一种中空混凝土桩，其中嵌入有通孔的钢管，以通过防止包含在空气或地面中的水分的腐蚀，将钢管埋设在不暴露的地方，从而具有有效和经济的截面厚度到外面构成：具有通孔的钢管嵌入其中的中空混凝土桩由空心混凝土桩（100），钢管（200）和外部加强管（300）组成。钢管嵌入空心混凝土桩内，有一个通孔。外加筋管形成为加固中空混凝土桩的上部或后部。

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