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41. 发明申请

WO2009066877A1 PSC GIRDER WITH MAIN AND AUXILIARY ANCHORAGES FOR MAINTENANCE 审中-公开
标题翻译：主要和辅助锚固装置的PSC GIRDER维护
公开(公告)号：WO2009066877A1
公开(公告)日：2009-05-28
申请号：PCT/KR2008/006299
申请日：2008-10-24
申请人： WOO KYOUNG CONSTRUCTION CO., LTD , NO, Yun Keun , NO, Yok Geun , NO, Sil Geun
发明人： NO, Yun Keun , NO, Yok Geun , NO, Sil Geun
IPC分类号： E01D2/00
CPC分类号： E01D22/00 , E01D2101/28 , E04C3/26 , E04C5/122
摘要： A PSC girder with main and auxiliary anchorages for maintenance is provided, which includes: a concrete anchorage block for maintenance 20 having a substantially trapezoid shape seen from a plan view of the concrete anchorage block far maintenance and attached to each of both side ends of the PSC girder at the time of manufacturing the PSC girder; a main anchorage for maintenance using a PS steel material and disposed at a lower portion of the concrete anchorage block for maintenance; and an auxiliary anchorage for maintenance using a non-removable PS steel material and disposed at an upper portion of the concrete anchorage block for maintenance so that frequent retension of the PS steel material under loading can be enabled and the PS steel material can be replaced with a new PS steel material.
摘要翻译：提供了具有用于维护的主和辅助锚固件的PSC梁，其包括：具有大致梯形形状的维护用混凝土锚固块20，其从所述混凝土锚固块的俯视图可见，并且附接到所述两侧的每个侧端 PSC大梁制造时的PSC大梁; 使用PS钢材进行维护的主要锚固件，并设置在混凝土锚固块的下部进行维护; 以及用于使用不可拆卸的PS钢材料进行维护的辅助锚固件，并且设置在混凝土锚固块的上部以进行维护，使得能够使PS钢材在加载下频繁地延长，并且可以将PS钢材料替换为一种新的PS钢材料。

42. 发明申请

WO2007147925A1 BRIDGE AND METHOD FOR MANUFACTURING THE BRIDGE 审中-公开
标题翻译：用于制造桥梁的桥梁和方法
公开(公告)号：WO2007147925A1
公开(公告)日：2007-12-27
申请号：PCT/FI2006/000218
申请日：2006-06-20
申请人： MIETTINEN, Ensio, Johannes
发明人： MIETTINEN, Ensio, Johannes
IPC分类号： E01D1/00 , E01D2/00 , E02D29/067
CPC分类号： E01D18/00 , E01D1/00 , E01D15/14 , E01D2101/30 , E02D29/067
摘要： The bridge is constructed of one inner tube (2) and an outer tube (1) surrounding the inner tube (2). The inner and outer tube (1, 2) are joined to each other by connecting pipes (3 - 13) welded to the outer surface of the inner tube (2) and to the inner surface of the outer tube (1) so that the inner tube (2) and the outer tube (1) are connected to each other through said connecting pipes (3 - 13) whereby a rigid composite structure is formed. The tubes and pipes are preferably laser welded to each other, preferably by a continuous seam.
摘要翻译：该桥由一个内管（2）和围绕内管（2）的外管（1）构成。通过焊接在内管（2）的外表面和外管（1）的内表面上的连接管（3-13）将内管和外管（1,2）彼此接合，内管（2）和外管（1）通过所述连接管（3-13）彼此连接，从而形成刚性复合结构。管和管优选地通过连续接缝彼此激光焊接。

43. 发明申请

WO2006033565A1 HOLLOW PRESTRESSED CONCRETE (HPC) GIRDER AND SPLICED HOLLOW PRESTRESSED CONCRETE GIRDER (S-HPC) BRIDGE CONSTRUCTION METHOD 审中-公开
标题翻译：中空预制混凝土（HPC）GIRDER和单独的中空混凝土混凝土（S-HPC）桥梁施工方法
公开(公告)号：WO2006033565A1
公开(公告)日：2006-03-30
申请号：PCT/KR2005/003182
申请日：2005-09-24
申请人： AJOU UNIVERSITY INDUSTRY COOPERATION FOUNDATION , HAN, Man-Yop
发明人： HAN, Man-Yop
IPC分类号： E01D2/00
CPC分类号： E01D21/00 , E01D2/02 , E01D2101/28
摘要： Provided is a hollow prestressed concrete girder for forming an I-type prestressed concrete girder bridge, in which at least one hole is formed in a body portion of the I-type prestressed concrete girder. A spliced hollow prestressed concrete girder bridge, in which a plurality of holes are formed in a body portion of the girder to reduce the weight of the girder, is constructed by carrying a plurality of spliced girders manufactured in a factory to a construction site, assembling the spliced girders in the construction site, first tensing steel wires installed at the entire girder, reinforcing a connection portion between spliced members by a steel rod or steel wire which is connected by welding or using a coupling or anchoring device at the spliced portion that connecting the spliced girders, installing the assembled girders that are first tensed on a pier, installing a continuous steel wire for connecting the installed spliced girders for a continuous bridge, pouring slab in the upper portion of the installed spliced girders, after the slab is cured, second tensing steel wires that have not tensed or the tensed continuous steel wire, and when cracks are generated or excessive sagging occurs after the bridge is constructed, additionally tensing the steel wires.
摘要翻译：提供一种用于形成I型预应力混凝土梁桥的中空预应力混凝土梁，其中至少一个孔形成在I型预应力混凝土梁的主体部分中。一种拼接空心预应力混凝土梁桥，其中在梁的主体部分中形成多个孔以减小梁的重量，是通过将工厂制造的多根拼接梁运送到施工现场，组装施工现场的拼接梁，安装在整个梁上的第一拉紧钢丝，通过钢丝或钢丝加强拼接构件之间的连接部分，该钢丝杆或钢丝通过焊接或使用连接或锚定装置连接在连接处拼接的桁架，安装在墩上首先张紧的组装的桁架，安装用于连接连接桥的安装的拼接梁的连续钢丝，在板被固化之后，在安装的拼接梁的上部浇注板坯，第二拉紧钢丝，未拉紧或拉紧连续钢丝，产生裂纹或过度下垂时在桥梁构造后发生，另外拉紧钢丝。

44. 发明申请

WO2004059089A1 PRESTRESSED COMPOSITE GIRDER, CONTINUOUS PRESTRESSED COMPOSITE GIRDER STRUCTURE AND METHODS OF FABRICATING AND CONNECTING THE SAME 审中-公开
标题翻译：预制复合吉他，连续预制复合吉他结构及其制造和连接方法
公开(公告)号：WO2004059089A1
公开(公告)日：2004-07-15
申请号：PCT/KR2003/002826
申请日：2003-12-24
申请人： KOO, Min Se , PARK, Young Je
发明人： PARK, Young Je
IPC分类号： E01D2/00
CPC分类号： E04C3/26 , E01D2/02 , E01D2101/285 , E04C3/292 , E04C3/293 , E04C5/0645
摘要： Disclosed herein are a prestressed composite girder with steel plates, a continuous prestressed composite girder structure with steel plates and methods of fabricating and connecting the same. The prestressed composite girder includes shear reinforcing bars and main reinforcing bars, sheaths, sole plates, and steel plates. The shear reinforcing bars and main reinforcing bars are arranged across the prestressed composite girder. The sheaths are adapted to contain steel wires arranged across the prestressed composite girder. The sole plates are placed at ends of the prestressed composite girder and provided with shear connecting members. The steel plates are placed in upper and lower flanges of the prestressed composite girder and provided with shear connecting members.
摘要翻译：本文公开了具有钢板的预应力复合梁，具有钢板的连续预应力复合梁结构及其制造和连接方法。预应力复合梁包括剪力钢筋和主钢筋，护套，底板和钢板。剪力钢筋和主钢筋布置在预应力复合梁的两侧。护套适于容纳布置在预应力复合梁上的钢丝绳。底板放置在预应力复合梁的端部并设有剪切连接构件。钢板放置在预应力复合梁的上下法兰上，并设有剪切连接件。

45. 发明申请

WO01086089A1 PRESTRESS-STABILIZED CONSTRUCTIONAL ELEMENTS 审中-公开
标题翻译：预应力稳定性设计元素
公开(公告)号：WO01086089A1
公开(公告)日：2001-11-15
申请号：PCT/CH2000/000254
申请日：2000-05-08
IPC分类号： E01D2/00 , E04C3/22 , E04C3/28 , E01D15/133 , E01D101/40
CPC分类号： E04C5/085 , E01D2/00 , E01D2101/40 , E04C3/22 , E04C3/28
摘要： The invention relates to a constructional element (1) for use as a beam, support or brace, especially for use in structural engineering and bridge building, which is designed for a bending load (F) in at least one transverse direction. The constructional element (1) is composed of at least two longitudinal elements (2) and an interposed bulkhead (3) that are braced with one another via bracing elements (7) disposed in the longitudinal direction at least in the tension area of the construction element (1). The bulkhead (3) is thus pressed against the respective end sections of the longitudinal elements (2) merely by the prestress and stabilizes the shape of the longitudinal elements (2) and receives the shearing forces caused by the bending load. The longitudinal elements (2) are provided with at least one tension (4) and pressure chord (5) and thin-walled web elements (6, 6') linking them. The inventive constructional element (1) is light-weight and has an excellent flexural strength and torsion-proofness.
摘要翻译：在一个如在建筑物和桥梁施工的载体，支持体或支柱，特别是，其被设计为弯曲应力（F）可用结构元件（1）至少在横向方向上设计的。的结构件（1）由至少两个纵向元件（2）的和中间隔板（3），其在纵向方向上的至少在结构元件的拉伸区域（1），设置的夹紧元件（7）被夹紧在一起。舱壁（3）被按压，以便只由偏置电压施加到所述纵向部件（2）的各自的端部和用于稳定所述纵向元件（2）的形状和的由弯曲载荷的推力所引起的记录。纵向元件（2）具有至少一个列车（4）和压缩弦（5）和连接这些薄壁连结板主体（6,6“）。这样的结构元件（1）具有非常低的重量和优异的弯曲强度和扭转刚度。

46. 发明申请

WO00068508A1 PRESTRESSED CONCRETE GIRDER OF ADJUSTABLE LOAD BEARING CAPACITY FOR BRIDGE AND ADJUSTMENT METHOD FOR LOAD BEARING CAPACITY OF BRIDGE 审中-公开
标题翻译：用于桥梁负荷承载能力的预应力混凝土梁和用于桥梁承载能力的调整方法
公开(公告)号：WO00068508A1
公开(公告)日：2000-11-16
申请号：PCT/KR2000/000442
申请日：2000-05-10
IPC分类号： E01D21/00 , E01D1/00 , E01D2/00 , E01D2/02 , E01D22/00 , E01D101/24 , E01D101/26 , E01D101/28 , E04C3/26
CPC分类号： E01D2/02 , E01D22/00 , E01D2101/28 , E04C3/26
摘要： A prestressed concrete girder (20) has an adjustable load bearing capacity so that the tension of a steel wire (26, 27, 29) is adjusted as necessary. The prestressed concrete girder having an adjustable load bearing capacity in a bridge includes at least one non-attached steel wire installed at an upper flange (28) of the girder in a lengthwise direction of the girder, in which the heigh of the bridge is reduced, the span of the bridge is increased, or a long-term crack or sagging of the bridge is compensated for by adjusting tension of the steel wires when the bridge is under construction, or after laying of slab or completion of construction. A method of adjusting a load bearing capacity of a bridge using the above prestressed concrete girder is achieved by installing the girder over a pier, cutting step by step the non-attached steel wires according to the amount of a load applied to the girder installed at the pier when the bridge is under construction, and cutting step by step the non-attached steel wires according to the amount of sagging of the girder during a use of the bridge after the construction is completed. Thus, when an excess of sagging or a crack is generated to a bridge due to long-term deterioration or overload, the sagging of a girder and crack can be compensated for by releasing the tension of the steel wires provided to the upper flange step by step, or when there is a need to increase the load bearing capacity of the bridge without any particular damage to the bridge, the load bearing capacity of the bridge can be easily increased with no special equipments.
摘要翻译：预应力混凝土梁（20）具有可调整的承载能力，使得必要时调整钢丝（26,27,29）的张力。在桥梁中具有可调整的承载能力的预应力混凝土梁包括至少一根未连接的钢丝绳，该钢丝绳沿梁的长度方向安装在梁的上凸缘（28）处，桥梁的高度减小桥梁的跨度增加，桥梁的施工过程中或钢板铺设或施工完成后，通过调整钢丝绳的张力来补偿桥梁的长期裂缝或下垂。使用上述预应力混凝土梁调整桥梁的承载能力的方法是通过将桁架安装在墩身上来实现的，其中，根据施加到安装在桁架上的大梁的载荷量，一步一步地切割未附着的钢丝绳桥梁正在建设中的码头，在施工完成后，桥梁使用期间根据大梁下垂量一步一步地切割未附着的钢丝绳。因此，当由于长期劣化或过载而对桥梁产生过度的下垂或裂缝时，可以通过释放设置在上凸缘台阶上的钢丝的张力来补偿大梁和裂缝的下垂，或者当需要增加桥梁的承载能力而不会对桥梁造成任何特别的损坏时，桥梁的承载能力可以轻松增加，而无需专门的设备。

47. 发明申请

WO00061889A1 STEEL-STIFFENED WOODEN GIRDER 审中-公开
标题翻译：钢铁硬木扶手
公开(公告)号：WO00061889A1
公开(公告)日：2000-10-19
申请号：PCT/JP2000/000825
申请日：2000-02-15
IPC分类号： E01D1/00 , E01D2/00 , E01D22/00 , E01D101/00 , E01D101/10 , E04C3/18 , E04C3/12 , B27M3/00 , E04C3/292
CPC分类号： E04C3/18
摘要： The upper and lower parts of a wooden girder (1) of lumber, laminated lumber or LVL are stiffened by steel. A steel plate (3) to which a bandlike shear-connecting plate (2) is attached is secured to an upper groove (4) of the upper part with adhesive (5). A deformed bar (6) is secured to a lower groove (7) of the lower part with adhesive (8). The upper and lower parts can be both stiffened by steel plates to which bandlike shear-connecting plates are attached respectively, or by deformed bars.
摘要翻译：木材，层压木材或LVL的木梁（1）的上部和下部由钢加固。用带状剪切连接板（2）安装的钢板（3）用粘合剂（5）固定在上部的上槽（4）上。变形的杆（6）用粘合剂（8）固定到下部的下槽（7）。上部和下部可以由分别连接带状剪切连接板的钢板或通过变形的钢筋加强。

48. 发明申请

WO2022142193A1 大跨度薄壁混凝土声屏障浇筑台车的施工方法审中-公开
公开(公告)号：WO2022142193A1
公开(公告)日：2022-07-07
申请号：PCT/CN2021/102140
申请日：2021-06-24
申请人：中铁六局集团北京铁路建设有限公司 , 中铁六局集团有限公司
发明人：任小森 , 孙爱田 , 于广涛 , 毕宗伟 , 赵杨 , 张春 , 刘林 , 王琨 , 王志宇 , 符强
IPC分类号： E01F8/00 , E01D2/00
摘要：一种大跨度薄壁混凝土声屏障浇筑台车的施工方法，包括以下步骤：步骤1:在既有线路两侧施工基础（9），并在基础（9）上安装钢轨（91）；步骤2：吊装预先拼装好的行走系统；步骤3：桁架系统安装：将加工完成的拱架（1）运输至施工现场，吊装拱架（1），并将立柱（3）和连接梁（4）连接；调整千斤顶（83）和油缸（62），将拱架（1）和翻转段（2）调整至设计标高，依次进行后续拱架（1）安装，在拱架（1）安装调整完成后，在相邻拱架（1）之间连接连接杆；步骤4：在顶拱（11）上安装底模，绑扎钢筋、安装侧模，进行混凝土浇筑，待达到混凝土设计强度后，通过千斤顶（83）和油缸（62）降低拱架的高度，拆除底模，然后调整千斤顶（83）的高度，使行走轮（7）接触钢轨（91），移动台车。该方法具有便于移动和施工，在满足施工的同时，不影响既有线路的通行。

49. 发明申请

WO2021002529A1 라멘구조에서 교대 또는 외측기둥과 상부구조를 일체화할 시 발생되는 부모멘트에 대응되는 압축응력을 도입시키는 시공법 审中-公开
公开(公告)号：WO2021002529A1
公开(公告)日：2021-01-07
申请号：PCT/KR2019/010905
申请日：2019-08-27
申请人： 구민세 , 박영희 , 구호원
发明人： 구민세 , 박영희 , 구호원
IPC分类号： E01D2/00 , E01D19/02 , E01D21/00 , E01D101/28
摘要： 본 발명은 교대 또는 건축구조물의 외측기둥과 상부구조의 일체화가 가능한 구조형식을 대상으로 라멘구조 타입 구조물 즉, 라멘구조물(도 10)과 라멘구조 형식(도 11) 구조물 및 슬래브구조물(도 4)의 시공에 있어 거더(P.S.C 거더, P.S 강합성 거더(Preflex 거더), 강박스거더, P.S.C 박스 거더)를 지면상에서 또는 지상에서 제작 또는 조립하여 한단 또는 양단의 흉벽의 일부가 설치되기 전 상태에서 거치시키고 부모멘트구간의 절대모멘트 크기를 고려하여 부모멘트구간의 거더 단부로부터 내부쪽으로 피복강연선 끝단에는 고정정착장치(320) 또는 거더 외부에 설치되는 고정정착장치(510)(P.S.C 거더, P.S 강합성 거더), P.S.C 박스 거더에 한해)가 설치된 피복강연선을 슬래브 상면에서 허용피복두께가 유지되는 위치에 등간격·다단으로 배치시킨 피복 강연선이 흉벽 뒷면에서 인장 및 고정·정착이 가능토록 설치하고 교대 또는 외측기둥과 거더 및 슬래브의 일체화를 위한 수평연결철근(500)과 수직연결재(지지대, 530) 및 연결강판(540)이 설치 및 연결된 거더 및 슬래브가 일체화되도록 콘크리트를 타설·양생시키는 경우와 동바리상에 설치되는 거푸집내에 콘크리트를 타설·양생시킴에 의해 완성되는 슬래브구조물에 있어 흉벽 뒷면에서 매설된 피복강연선을 인장 및 고정·정착시키므로 사용하중과 2차 고정하중에 의해 슬래브에 2차 포물선형태의 크기로 발생되는 인장응력을 상쇄시키는 압축응력을 도입시키는 특징을 갖는 시공법에 관한 것이다.

50. 发明申请

WO2020186806A1 一种城市轨道交通预制拼装O型梁及包括该梁的高架桥梁审中-公开
公开(公告)号：WO2020186806A1
公开(公告)日：2020-09-24
申请号：PCT/CN2019/120384
申请日：2019-11-22
申请人：济南轨道交通集团有限公司
发明人：路林海 , 刘家海 , 王树栋
IPC分类号： E01D2/00 , E01F8/00 , E01D19/00
摘要：本发明公开了一种城市轨道交通预制拼装O型梁及包括该梁的高架桥梁，包括梁体，所述的梁体包括预制的底板、腹板和上盖板，所述的底板、腹板和上盖板连接在一起形成横截面形状为O字形的通道，沿所述底板的长度方向，在其顶部设有多个承轨台；沿所述腹板的长度和高度方向，在其内侧设有多个电缆支撑体；在所述的上盖板上设有采光窗、用于施工及运营期间的设备、材料运输的预留孔和供电装置。

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