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1. 发明授权

KR100948895B1 Temporary bridge adjustable in length and its construction method 有权
标题翻译：长期可调节的桥梁及其施工方法
公开(公告)号：KR100948895B1
公开(公告)日：2010-03-24
申请号：KR20090048053
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN , KIM HONG CHUL
IPC分类号： E01D21/00 , E01D2/00 , E04C3/04
CPC分类号： E01D21/00 , E01D2/00 , E01D2/02 , E04C3/04
摘要： PURPOSE: A length-variable temporary bridge using steel beams and a construction method thereof are provided to easily control the length of steel beams without loss of material and to enable recycle of the steel beams without area reduction. CONSTITUTION: A construction method of a length-variable temporary bridge(100) is as follows. Studs(112) welded to both ends of a central segment(110) are connected to studs(122) welded to end segments(120) using splice plates(130) and nuts(135). The end segments are connected corresponding to the designated length of the temporary bridge. An intermediate anchoring device(180) is fixed to the central segment and end anchoring devices(150) are installed on the end segments so that the load resistance is enhanced by tension members(152).
摘要翻译：目的：提供一种使用钢梁的长度可变的临时桥梁及其施工方法，以便轻松控制钢梁的长度，而不会损失材料，并且能够在不减少面积的情况下回收钢梁。构成：长距离临时桥梁（100）的施工方法如下。焊接到中心段（110）的两端的螺柱（112）使用接合板（130）和螺母（135）连接到焊接到端部段（120）的螺柱（122）。端段相应于临时桥的指定长度连接。中间锚固装置（180）固定到中心部分，并且端部锚定装置（150）安装在端部段上，使得由张力构件（152）增强负载阻力。

2. 发明授权

KR101171041B1 Bikeway using longitudinal girder with different height and pile and construction method therefor 有权
标题翻译：使用具有不同高度和长度的纵向吉他的BIKEWAY及其构造方法
公开(公告)号：KR101171041B1
公开(公告)日：2012-08-06
申请号：KR20120034143
申请日：2012-04-02
申请人： KIM YUN HWAN , O K CONSULTANT CO LTD
发明人： KIM SEOK TAE , KIM YUN HWAN , CHUNG WON YONG
IPC分类号： E01C1/00 , E01D19/10
CPC分类号： E01D19/10 , E01C1/002 , E01C15/00 , E01D19/103
摘要： PURPOSE: A bike lane used a mold in which section height is different with a pile and a method for manufacturing the same are provided to efficiently distribute load by extending a spaced distance of a pile in a longitudinal direction. CONSTITUTION: A bike lane(100) used a mold in which section height is different with a pile comprises a pile(110), a fixing bracket(120), a lower cross beam(130), a girder for a bracket(140), a girder for a pile(150), an upper cross beam(60), a channel member(170), and a deck(180). The pile is installed in a lateral side of an abutment and a pier of a bridge(200). The fixing bracket is in an upper lateral surface of a bridge by being spaced in a longitudinal direction. The lower cross beam is installed in between the pile, the abutment and the pier to a traversal direction, thereby connecting the pile and the bridge. The girder for a bracket is installed to be supported in the fixing bracket, thereby being spaced from each other in the longitudinal direction. The girder for a pile is supported in the pile, thereby being successively installed in the traversal direction. The upper cross beam connects the girder for the bracket and the girder for the pile each other in a longitudinal direction. The channel member is extended to the traversal direction on the top of the cross beam, thereby being installed. The deck is extended to the traversal direction on the top of the channel member, thereby being installed.
摘要翻译：目的：自行车道使用一种模具，其中，桩的高度不同，并且其制造方法被提供以通过沿纵向方向延伸桩的间隔距离来有效地分配载荷。构成：自行车道（100）使用模具，桩的高度不同的模具包括桩（110），固定支架（120），下横梁（130），支架用梁（140），用于桩（150）的梁，上横梁（60），通道构件（170）和甲板（180）。该桩安装在基台的横向侧面和桥（200）的码头上。固定支架通过在纵向方向间隔开而位于桥的上侧表面中。下横梁安装在桩，桥台和墩之间穿过方向，从而连接桩和桥。用于支架的梁被安装成支撑在固定支架中，从而在纵向上彼此间隔开。桩的支撑被支撑在桩中，从而依次安装在横向上。上横梁连接用于支架的梁和纵向方向的桩彼此连接。通道构件在横梁的顶部延伸到横向，从而被安装。甲板在通道构件的顶部延伸到穿过方向，从而被安装。

3. 发明授权

KR100948896B1 Continuous construction method of psc composite concrete girders by using a precast cross-beam 有权
标题翻译： PSC复合混凝土梁的连续施工方法
公开(公告)号：KR100948896B1
公开(公告)日：2010-03-24
申请号：KR20090048055
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN
IPC分类号： E01D2/00 , E01D21/00
CPC分类号： E01D2/00 , E01D2/02 , E01D21/00 , E01D22/00 , E01D2101/28
摘要： PURPOSE: A continuous construction method of PSC(PreStressed Concrete) girders using a precast cross beam is provided to easily secondarily prestress a bridge with a plurality of spans. CONSTITUTION: A continuous construction method of PSC girders using a precast cross beam comprises the steps of: manufacturing a plurality of PSC girders(110) with first strands(112) and continuation strands(115) drawn out by a certain length, manufacturing a precast concrete cross beam(150) and fixing it on a permanent bearing(122) formed on the top of a pier(120), placing the PSC girders from the inner side to the outer side of the cross beam, filling shrinkage compensating mortar in an empty space between the cross beam and each PSC girder, and settling the continuation strand in the cross beam.
摘要翻译：目的：提供使用预制横梁的PSC（预应力混凝土）桁梁的连续施工方法，以容易地对具有多个跨度的桥进行二次预应力。构成：使用预制横梁的PSC桁架的连续施工方法包括以下步骤：用一定长度拉出的第一股（112）和连续股（115）制造多个PSC桁架（110），制造预制件混凝土横梁（150）并将其固定在形成在墩（120）的顶部上的永久轴承（122）上，将PSC桁架从横梁的内侧放置到外侧，填充收缩补偿砂浆在横梁和每个PSC大梁之间的空白空间，并且在横梁中沉降连续股。

4. 发明授权

KR100949292B1 Construction method for supports of temporary bridge dealing with thermal strain 有权
标题翻译：支撑热应变的桥梁桥梁施工方法
公开(公告)号：KR100949292B1
公开(公告)日：2010-03-23
申请号：KR20090048054
申请日：2009-06-01
申请人： O K CONSULTANT CO LTD , KIM YUN HWAN
发明人： KIM SEOK TAE , KIM YUN HWAN , KIM JAE SUNG
IPC分类号： E01D19/04 , F16F15/02
CPC分类号： E01D19/04 , E01D19/042 , E01D19/043 , E01D19/046 , E01D21/00 , F16F15/02
摘要： PURPOSE: A construction method for the supports of a temporary bridge dealing with thermal strain is provided to reduce the stress of the supports and prevent the supports from being twisted by effectively removing horizontal load and vertical load which are generated by temperature change. CONSTITUTION: A construction method for the supports of a temporary bridge dealing with thermal strain comprises following steps. A first supporter(135), an elastic bearing(140), and a second supporter(145) are perforated by plural fixing bolts(160) and are fixed by nuts(170) between the bottom of the lower flange(120a) of an upper beam(120) and an upper flange(115a) of a strut(115). The supports are freely moved by controlling the horizontal load and the vertical load due to temperature change using the elastic bearing.
摘要翻译：目的：提供一种处理热应变的临时桥梁支撑的施工方法，以减少支撑的应力，防止支架受到扭曲，有效消除温度变化产生的水平荷载和垂直载荷。构成：处理热应变的临时桥梁的支撑的施工方法包括以下步骤。第一支撑件（135），弹性轴承（140）和第二支撑件（145）由多个固定螺栓（160）穿孔，并通过螺母（170）固定在下凸缘（120a）的底部上梁（120）和支柱（115）的上凸缘（115a）。通过使用弹性轴承控制由于温度变化引起的水平载荷和垂直载荷，自由移动支撑件。

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