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公开(公告)号：KR101458973B1
公开(公告)日：2014-11-07
申请号：KR1020130026134
申请日：2013-03-12
申请人： 이창남
发明人： 이창남
摘要： 본 발명은 휨 부재 중앙부에서 유압잭으로 강선을 긴장하여 휨 부재에 압축력을 유도할 경우 이용되는 강선지지구와 강선 긴장용 유압잭 및 이들을 이용한 휨 부재 가변지주 공법에 대한 것이다.
본 발명의 강선지지구는 슬래브 하부에 길이 방향으로 배치되는 강선을 지지하기 위하여 슬래브 길이 방향 중앙부 하측에 결합되는 강선지지구에 관한 것으로, 슬래브 하부에 부착되는 고정플레이트; 상기 고정플레이트 하부에 서로 일정 간격 이격되도록 결합되는 것으로, 상기 강선이 사이에 위치되고 서로 대응되는 위치에 복수의 고정공이 수직 방향으로 일정 간격 이격되도록 형성되는 제1지지바 및 제2지지바; 상기 제1지지바 및 제2지지바 타단에 결합되는 지압플레이트; 및 상기 제1지지바와 제2지지바 사이에 구비되는 것으로, 상기 제1지지바의 고정공과 제2지지바의 대응되는 고정공 중 어느 한 쌍에 양측이 결합되어 강선을 슬래브 하측 방향으로 지지하는 강선지지체; 로 구성되는 것을 특징으로 한다.
본 발명에서는 피스톤의 양측에 장착된 강선긴장바의 후크를 휨 부재의 양단에 정착한 강선의 중앙부에 걸어, 강선지지구의 지압플레이트를 지압하면서 강선을 끌어당기는 간단한 구조 및 방법으로 휨 부재에 압축력을 가함으로써, 확실한 보강 효과를 얻을 수 있다.-
公开(公告)号：KR101427208B1
公开(公告)日：2014-08-07
申请号：KR1020130090722
申请日：2013-07-31
申请人： 이창남
发明人： 이창남
摘要： The present invention relates to a prefabricated frame with a modular mold which can remarkably simplify a mold process by directly attaching a modular mold to a prefabricated frame formed by reinforcing rods or reinforcing rods and section steels which are combined with horizontal reinforcing rods. The prefabricated frame with the modular mold according to the present invention comprises: a prefabricated frame for attaching a modular mold which includes a principal member arranged at the edge of a concrete member used as a column or a beam, a plurality of spacers which is connected to be spaced apart from each other at the outside of the principal member and each of which has an elongated hole formed in a plate, and a first form tie which is fixed to the spacer in order to attach the modular mold to the prefabricated frame and has elongated holes formed at both end parts, wherein the elongated hole on one side is connected with an elongated hole of the spacer and the elongated hole on the other side is connected with the frame of the modular mold by a wedge pin; and a modular mold which has a plate connected between the upper and lower parts or between the right and left first form ties and a frame connected to the rear side of the plate, wherein the frame has an elongated hole formed at the corresponding position of the elongated hole on the other side of the first form tie to be connected with the first form tie by a wedge pin.
摘要翻译： 本发明涉及具有模块化模具的预制框架，其可以通过将模块化模具直接附接到由与水平加强杆组合的加强杆或加强杆和截面钢形成的预制框架来显着简化模具加工。 具有根据本发明的模块化模具的预制框架包括：用于附接模块化模具的预制框架，其包括布置在用作柱或梁的混凝土构件的边缘处的主要构件，多个间隔件连接 在主要构件的外部彼此间隔开，并且每个都具有形成在板中的细长孔，以及固定到间隔件以将模块化模具附接到预制框架的第一形式连接件，以及 在两端部形成有细长孔，其一侧的长孔与间隔件的长孔连接，另一侧的长孔与楔形销与模块化模具的框架连接; 以及模块化模具，其具有连接在上部和下部之间或在左右第一成形连接件之间的板和连接到板的后侧的框架，其中框架具有形成在相应位置的长孔 在第一形式领带的另一侧上的细长孔通过楔形销与第一形式连接。
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公开(公告)号：KR101390694B1
公开(公告)日：2014-05-02
申请号：KR1020130155942
申请日：2013-12-13
CPC分类号： E01D19/125 , E01C3/06 , E01D2/00 , E01D19/083 , E04C3/02
摘要： The present invention relates to a top plate structure of a girder bridge and, more specifically, to a waterproof top plate structure for a girder bridge and a girder bridge using the same, which comprises: multiple top plate dividing modules wherein a waterproof layer is prepared on outer surface and which are placed in a row to form a top plate structure; a combining unit that is placed to the opposite side of the top plate dividing modules and connecting the top plate dividing modules to each other; and a waterproof unit that is overlapped on the waterproof layer by covering the opposite sides of the top plate dividing modules to be located at the circumference of the combining unit. According to the present invention, the construction can be facilitated as multiple unit modules which form the top plate structure of a girder bridge are produced, installed and assembled, and the construction can be simplified as the structure enables on-site installation by being manufactured at different places. The durability of the present invention can be improved with the waterproof layer and the waterproof unit that prevent inner component members such as steels from being corroded by moisture, and the structure can be installed to a watery place or a place in which steels can be easily corroded, without restrictions.
摘要翻译： 本发明涉及一种桥梁的顶板结构，更具体地说，涉及一种用于桥梁的防水顶板结构和使用该桥梁的大梁结构，其包括：制备防水层的多个顶板分隔模块 在外表面上并排成一排以形成顶板结构; 组合单元，其被放置在顶板分隔模块的相对侧并将顶板分隔模块彼此连接; 以及防水单元，其通过覆盖位于组合单元的圆周处的顶板分割模块的相对侧而重叠在防水层上。 根据本发明，由于制造，安装和组装形成梁桥的顶板结构的多个单元模块，因此可以简化构造，并且可以简化结构，因为结构能够通过在 不同的地方。 可以通过防止诸如钢等内部构件被水分腐蚀的防水层和防水单元来改善本发明的耐久性，并且该结构可以安装到水易于使用的地方或钢 腐蚀，无限制。
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公开(公告)号：KR1020130136847A
公开(公告)日：2013-12-13
申请号：KR1020120060566
申请日：2012-06-05
申请人： 이창남
发明人： 이창남
IPC分类号： E04B5/40
摘要： The present invention relates to a method for ensuring the end part continuity of a steel wire of a truss deck and to a method for reducing the sagging amount during the construction of steel wire truss generated before the concrete poured in a truss deck is cured and then consequentially omitting a temporary support by seriating the end part of a steel wire truss before the concrete is poured. The present invention suggests a common method of making an upper steel wires (11) of steel wire trusses on the right and left to be applied with tensile force by seriated by a turn buckle (30), and making a lower steel wire (12) to ensure continuity by holding a truss deck in the upper part of the upper flange (51) of a steel beam and suggests a method in a case where a truss deck is held on a putting jaw (53) so that the a part of slab thickness goes lower than the upper flange. The common method is to replace a shear connection member by welding a ��shaped piece on the lower steel wire and welding the ��shaped piece to the upper flange of a steel beam. The putting jaw (53) hold method relates to a method for ensuring the end part continuity of a steel wire of a truss deck making a compressive stress to be transferred before concrete is cured and being acted as a shear connection material by directly and closely spacing one side of the ��shaped steel piece welded on the lower steel wire to a web and then closely spacing the ��shaped steel piece on the other side to a web by controlling the coupling of a spacer bolt (41). [Reference numerals] (AA) Welding
摘要翻译： 本发明涉及一种确保桁架甲板钢丝的端部连续性的方法以及在混凝土浇筑在桁架甲板之前产生的钢丝桁架的施工期间减少下垂量的方法，然后固化 因此在混凝土浇注之前，将钢丝桁架的端部连接起来，省略了临时支撑。 本发明提出了一种常用的左右钢丝桁架钢丝（11）的制造方法，通过旋转带扣（30）连续地施加张力，制成下钢丝（12）， 通过在钢梁的上部法兰（51）的上部保持桁架甲板来确保连续性，并提出在桁架甲板被保持在放置颚部（53）上的情况下的方法，使得一部分板 厚度比上凸缘低。 通常的方法是通过将 形件焊在下钢丝上并将 形件焊接到钢梁的上凸缘上来代替剪切连接件。 推杆钳（53）的保持方法涉及一种确保桁架甲板的钢丝的端部连续性的方法，其在混凝土固化之前产生要转移的压缩应力，并且通过直接和紧密间隔作为剪切连接材料 形钢片的一侧焊接在下钢丝上，并通过控制间隔螺栓（41）的连接将另一侧的 形钢片紧密地间隔开。 （附图标记）（AA）焊接
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公开(公告)号：KR1020130103420A
公开(公告)日：2013-09-23
申请号：KR1020130024820
申请日：2013-03-08
申请人： 이창남
发明人： 이창남
摘要： PURPOSE: A framed structure for a clean room using a composite beam is provided to reduce noise and vibration and be advantageous for obtaining the quality of a connection unit and uniformity by shortening construction periods and enabling bolt connection. CONSTITUTION: A framed structure for a clean room using a composite beam comprises a main post (10), a stud (20), a first composite girder (30), a second composite girder (40), and a composite beam (50). A plurality of the stud is arranged between the main posts, and a base plate is connected to the lower part of a stud main body. A post head steel plate for connecting the beam is connected to the upper part of a stud main body. The first composite girder is mounted on the upper part of the post head steel plate of the main post. The second composite girder is connected to the side of the first composite girder connected to the stud.
摘要翻译： 目的：提供使用复合梁的洁净室的框架结构，以减少噪音和振动，有利于通过缩短施工周期和实现螺栓连接来获得连接单元的质量和均匀性。 构成：使用复合梁的洁净室的框架结构包括主柱（10），螺栓（20），第一复合梁（30），第二复合梁（40）和复合梁（50） 。 在主柱之间布置有多个螺柱，并且底板连接到螺柱主体的下部。 用于连接梁的后头钢板连接到螺柱主体的上部。 第一复合梁安装在主柱的柱头钢板的上部。 第二复合梁连接到连接到螺柱的第一复合梁的一侧。
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公开(公告)号：KR101274479B1
公开(公告)日：2013-06-13
申请号：KR1020120018331
申请日：2012-02-23
申请人： 이창남
发明人： 이창남
摘要： PURPOSE: A permanent concrete form for a prefabricated reinforced concrete column is provided to reduce waste generation and to significantly shorten a construction period by removing an on-site formwork. CONSTITUTION: A permanent concrete form for a prefabricated reinforced concrete column comprises a column re-bar mesh(40), a spacer, a steel band, and a panel. The spacer is joined to the outer circumference of a column main bar or a plurality of shape steel materials(41) which is arranged on the outer side of the prefabricated column re-bar mesh. The steel band is equipped for interconnecting the spacers of the adjacent steel shape materials or column main bars. A panel(10) is joined in between the steel bands. The panel is unattached to a predetermined height in the lower side of the column re-bar mesh. The panel comprises a skin, an upper strap, a lower strap, a left strap, a right strap, and a lattice strap. [Reference numerals] (AA) Panel attachment section; (BB) On-site form section
摘要翻译： 目的：提供预制钢筋混凝土柱的永久混凝土形式，以减少废物产生，并通过拆除现场模板大大缩短施工期。 构成：用于预制钢筋混凝土柱的永久性混凝土形式包括柱重杆网（40），间隔件，钢带和面板。 间隔件连接到柱主杆的外圆周或多个形状的钢材（41），其布置在预制柱回弹网的外侧。 钢带被配备用于互连相邻的钢形材料或柱主杆的间隔件。 板（10）连接在钢带之间。 面板未连接到柱式铰链网的下侧的预定高度。 面板包括皮肤，上带，下带，左带，右带和格子带。 （附图标记）（AA）面板安装部; （BB）现场表格部分
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公开(公告)号：KR101262715B1
公开(公告)日：2013-05-09
申请号：KR1020100056950
申请日：2010-06-16
申请人： 이창남
发明人： 이창남
IPC分类号： E04F11/02 , E04F11/035
摘要： 본발명은기존철골계단이나철근콘크리트 PC계단보다는값이싸면서도발자국소리가울리지않고, 차갑게느껴지지않는철골 + 모르타르합성구조에관한것이다. 합성구조디딤바닥은 1.2mm∼1.6mm 두께의얇은강판으로성형한디딤바닥에현장에서모르타르를부어마감하므로운반및 조립중량이최소화된다. 모르타르는조기에경화하는재료를사용하므로시공후 빠른시간내에사용할수 있다. 조기경화모르타르는특성상균열발생가능성이높으므로모르타르상단부분에와이어메시를추가한다. 계단좌우측판은두꺼운평강판대신얇은강판을ㄷ형또는 C형으로성형하여단면의강성을높인다.
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