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1. 发明专利

JP2007239250A Construction method of solid viaduct structure 有权
标题翻译：固体悬架结构的构造方法
公开(公告)号：JP2007239250A
公开(公告)日：2007-09-20
申请号：JP2006060761
申请日：2006-03-07
申请人： Geostr Corp , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SHIMOZAKA KENJI , TSUJI TOSHIYUKI , UDAGAWA NORIHIKO , WATANABE KEIICHI
IPC分类号： E01D21/00 , E01D1/00 , E01D4/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a solid viaduct structure capable of reducing the number of part items, capable of improving working efficiency, and capable of simplifying a joining method.
SOLUTION: This construction method includes a process of erecting and fixing a precast concrete pier 16 on and to a foundation, a process of installing and supporting a vertical beam in the bridge axis direction on the pier 16, by connecting mutual end parts of an adjacent half-split arch beam 18, by connecting a precast concrete half-split arch beam 18 having an installation part 36 to the pier 16 and a pair of half-split arm parts 38 half-split by an arch top part extending to both sides from the installation part 36, to the pier 16, by arranging the installation part 36 on the pier 16, and a process of constructing a slab, by connecting the mutual adjacent slab members 22, by connecting to the vertical beam, by installing a precast concrete slab member 22 of integrally forming a horizontal beam 20 on an under surface to be installed in the crossing direction with the bridge axis on the vertical beam between the vertical beams via the horizontal beam 20.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供能够减少零件的数量的固体高架桥结构的结构方法，能够提高工作效率，并且能够简化接合方法。解决方案：该施工方法包括将预制混凝土墩16竖立并固定在基础上的过程，通过连接相互的端部部分来安装和支撑在桥墩16上的桥梁轴线方向上的垂直梁的过程通过将具有安装部分36的预制混凝土半开式拱梁18连接到墩16，并且一对半分割臂部分38通过拱形顶部部分延伸到通过将安装部36布置在墩16上，从安装部36到墩16的两侧，以及通过连接垂直梁连接相邻的板坯22而构造板坯的过程，通过安装一个预制混凝土板坯构件22，其在下表面上一体地形成水平梁20，以通过水平梁20在垂直梁之间的垂直梁上与桥轴线交叉安装。水平梁20（C） 2007年，JPO＆ INPIT

2. 发明专利

JP2010014451A Non-destructive inspection method of filling state of gap of connection means 有权
标题翻译：连接方式填充状态的非破坏性检查方法
公开(公告)号：JP2010014451A
公开(公告)日：2010-01-21
申请号：JP2008172740
申请日：2008-07-01
申请人： Geostr Corp , Nippon Splice Sleeve Kk , Railway Technical Res Inst , Shin Nippon Hihakai Kensa Kk , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社 , 新日本非破壊検査株式会社 , 日本スプライススリーブ株式会社 , 財団法人鉄道総合技術研究所
发明人： TANIMURA YUKIHIRO , OKAMOTO MASARU , HARADA KAZUHIRO , KOBAYASHI OSAMU , SATO IKU , UDAGAWA NORIHIKO , TSUJI TOSHIYUKI , ABUKAWA MASAHIRO , OGATA TSUTOMU , IMAGAWA YUKIHISA , TOMITAKA TAKEYUKI
IPC分类号： G01N29/04 , E04C5/18 , G01N29/00
摘要： PROBLEM TO BE SOLVED: To provide a non-destructive inspection method which enables the safe and certain inspection of whether a connection means is perfectly filled with a grout material after execution.
SOLUTION: The non-destructive inspection method is composed of: the process 1 for arranging the connection means at the position opposed to a member to be connected; the process 2 for filling the gap 6 of the connection means with the grout material 3 from the grout material injection port 4 formed to one end side of the connection means by an appropriate means; the process 3 for completing filling when a state is achieved that the grout material 3 is charged and discharged from the extended discharge cylinder 8 filled with the grout material 3 and mounted on the grout material discharge port 5 formed to the other end side of the connection means; the process 4 for bringing a probe into contact with the surface of the end part on the exposed side of the extended discharge cylinder in a state that the grout material 3 in the gap 6 of the connection means and in the extended discharge cylinder is solidified; and the process 5 for transmitting the ultrasonic wave from the probe connected to an ultrasonic flaw detector to the grout material charged and solidified in the extended discharge cylinder and measuring the state of the reflected wave from the grout material by the ultrasonic flaw detector to confirm the presence and state of the gap 6 in the connection means.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种非破坏性的检查方法，其能够在执行后能够安全和一定地检查连接装置是否完全填充了灌浆材料。解决方案：非破坏性检查方法包括：将连接装置布置在与要连接的部件相对的位置处的过程1; 用于通过适当的装置从连接装置的一端侧从灌浆材料注入口4填充连接装置的间隙6的浆料材料3的工艺2; 实现填充材料3从填充有灌浆材料3的延长排出筒8充填并安装在形成于连接件的另一端侧的浆料材料排出口5上的状态下的填充处理3 手段; 用于使连接装置的间隙6中的灌浆材料3和延伸的排出筒中的灌浆材料3固化的状态，使探针与扩展排出筒的露出侧的端部的表面接触的工序4; 以及用于将超声波从连接到超声波探伤仪的探头发射到在扩展放电气缸中充填和固化的灌浆材料的过程5，并通过超声波探伤仪测量来自灌浆材料的反射波的状态，以确认连接装置中间隙6的存在和状态。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2006132219A Underground structure construction method, underground structure, and precast concrete side wall or intermediate wall/pole for use in the same 有权
标题翻译：地下结构施工方法，地下结构和预制混凝土侧墙或中间墙
公开(公告)号：JP2006132219A
公开(公告)日：2006-05-25
申请号：JP2004323236
申请日：2004-11-08
申请人： Geostr Corp , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , ASAKURA HIROAKI , KOBAYASHI OSAMU , KAMIYA AKIRA , WATANABE KEIICHI , TSUJI TOSHIYUKI , UDAGAWA NORIHIKO
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an underground structure construction method according to which a ground occupation area necessary for construction work is minimized and a construction period is shortened, to thereby suppress an influence on the environmental circumstance to the minimum, and an occupation width taken up during the construction work is reduced, and energy saving etc. in the construction work are achieved.
SOLUTION: The underground structure construction method is comprised of following three steps. In the first step, precast concrete side walls 2, 2 forming a main body structure are built in the ground at locations where both side wall portions are to be erected, and a shallow ground portion between the precast concrete side walls 2, 2 is excavated and removed. Thereafter a precast concrete top slab 4 forming the main body structure is extended between the precast concrete side walls 2, 2, and then the excavated portion is back-filled, to thereby antecedently complete the shallow portion above the top slab. In the second step, excavation is carried out in a ground portion enclosed by the precast concrete side walls 2, 2 and the precast concrete top slab 4, which is deeper than the top slab, and finally excavation is carried out in a ground portion down to a depth at which a bottom slab 5 is constructed. In the third step, concrete is placed in a bottom slab construction area, and unitary combination of the bottom slab with the precast concrete side walls 2 is achieved.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种地下结构施工方法，根据该方法，施工作业所需的地面占地面积最小化，施工期间缩短，从而将环境状况的影响抑制到最小，施工期占地面积减少，施工工程节能等。解决方案：地下结构施工方法由以下三个步骤组成。在第一步骤中，形成主体结构的预制混凝土侧壁2,2在两侧壁部分竖立的位置被建立在地面上，并且在预制混凝土侧壁2,2之间的浅地面部分被挖掘并删除。此后，形成主体结构的预制混凝土顶板4在预制混凝土侧壁2,2之间延伸，然后挖出部分被填充，从而先前完成顶板上方的浅部。在第二步骤中，在由预制混凝土侧壁2和比顶板更深的预制混凝土顶板4包围的地面中进行挖掘，最后在地面部分向下挖掘到底板5的深度。在第三步中，将混凝土放置在底板结构区域中，并且实现了底板与预制混凝土侧壁2的整体组合。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2011220100A Solid viaduct structure and construction method of the same 有权
标题翻译：实体结构及其构造方法
公开(公告)号：JP2011220100A
公开(公告)日：2011-11-04
申请号：JP2011064542
申请日：2011-03-23
申请人： Geostr Corp , Toda Constr Co Ltd , ジオスター株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU , TANAKA HIDEKI , YOKOO AKIHIKO , FUJIE YUI
IPC分类号： E01D1/00 , E01D4/00 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a solid viaduct structure capable of simplifying a structure format of a half-split arch beam, a cross beam, and a slab, and suppressing the height of the viaduct while reducing a number of components, improving work efficiency, and simplifying a connection method.SOLUTION: A solid viaduct structure 10 comprises a concrete bridge pier 16 erected on the ground or the foundation, a precast vertical beam built and supported on the bridge pier 16 in a bridge axial direction, and a precast concrete slab 20 built on the vertical beam in a direction intersecting the bridge axis. The vertical beam is a semi-split arch beam 18 having a mounting portion 24 to the bridge pier 16, and a pair of half-split arch portions 26 having a plane upper surface and a lower surface divided half by an arch top portion extending from the mounting portion 24 to both sides. The slab 20 is integrally provided with a cross beam built in the direction intersecting the bridge pier on the vertical beam, and comprises a first slab member 28 built at an upper surface center portion of the half-split arch beam 18, and a second slab member 30 built on a vertical beam upper surface except for the upper surface center portion of the half-split arch beam 18.
摘要翻译：要解决的问题：为了提供能够简化半分割拱梁，横梁和板坯的结构形式的固体高架桥结构，并且在减少多个部件的同时抑制高架桥的高度，提高工作效率，简化连接方式。解决方案：固体高架桥结构10包括竖立在地面或地基上的混凝土桥墩16，在桥墩16上以桥轴方向建造和支撑的预制垂直梁，以及建在其上的预制混凝土板20 垂直梁在与桥轴相交的方向上。垂直梁是具有到桥墩16的安装部分24的半分割拱梁18，以及一对半剖面拱形部分26，其具有平面上表面和下表面，所述平面上表面和下表面被拱顶部分开，安装部分24到两侧。板坯20一体地设置有沿垂直梁上与桥墩相交的方向的横梁，并且包括构成在半劈拱梁18的上表面中心部分处的第一板坯构件28和第二板构件30构建在垂直梁上表面上，除了半分割拱梁18的上表面中心部分。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2012202076A Construction device of overhead viaduct and construction method of overhead viaduct 审中-公开
标题翻译：超越威胁的构造设备和超越威胁的构造方法
公开(公告)号：JP2012202076A
公开(公告)日：2012-10-22
申请号：JP2011066348
申请日：2011-03-24
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a construction device of an overhead viaduct, capable of surely coping with sudden cross section change in movement of a front moving device.SOLUTION: A construction device 16 for foundation work and a construction device 18 for member erection comprise lower girders 20 and 22 movably supported by a pile 28 or a stand pipe 30 for pipe driving, and upper girders 24 and 26 which are made movable to the lower girders 20 and 22. The construction device 18 for member erection includes a front moving device 62 for movably supporting a front part of the upper girder 26 on the lower girder 24, and a rear moving device 64 for movably supporting a rear part of the upper girder 26 on a constructed overhead viaduct 14. The front moving device 62 is turned to a gate shape including leg parts 74 positioned at both sides in an advancing direction and an upper connection part 76 for connecting the leg parts 74 at an upper position, and the upper connection part 76 is provided with a rotary support mechanism for supporting the leg parts 74 rotatably in the horizontal direction and an expanding/contracting mechanism for expanding/contracting an interval of the leg parts 74.
摘要翻译：要解决的问题：提供一种架空高架桥的施工装置，其能够确保应对前移动装置的突然的横截面变化。解决方案：用于基础工作的施工装置16和用于构件架设的施工装置18包括由桩28或用于管驱动的立管30可移动地支撑的下桁架20和22，以及制成的上桁架24和26 可移动到下桁架20和22。用于构件架设的施工装置18包括用于可移动地支撑下梁32上的上梁26的前部的前移动装置62和用于可动地支撑后侧的后移动装置64 上部梁26的一部分在构造的高架桥14上。前移动装置62转向包括位于前进方向两侧的腿部部件74的门形状，以及用于将脚部件74连接到上部连接部分76的上部连接部分76 上部连接部76设置有用于沿水平方向可旋转地支撑腿部部件74的旋转支撑机构和用于伸缩的伸缩机构（C）2013，JPO＆INPIT

6. 发明专利

JP2010203155A Device and method for constructing viaduct right above 有权
标题翻译：用于构建右上角的装置和方法
公开(公告)号：JP2010203155A
公开(公告)日：2010-09-16
申请号：JP2009050256
申请日：2009-03-04
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU
IPC分类号： E01D21/00 , E01D1/00 , E02D27/16 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a device for constructing a viaduct right above a foundation, for reducing cost and shortening a construction period using generally-used members mainly in erection of a girder.
SOLUTION: This device includes: a construction device 16 for foundation work, which performs substructure work such as construction of a pile; and a construction device 18 for erection of a member, which perform superstructure work for the viaduct 14 etc. on the foundation work. Each of the construction devices 16 and 18 includes: lower girders 20 and 21 which are movably supported on a pile 24 or a stand pipe 26 for driving the pile which are precedently constructed; and upper girders 22 and 23 which are movably supported on the lower girders 20 and 21. The construction device 16 performs the construction of the pile 24 or the stand pipe 26, and the construction device 18 places a precast member in a predetermined position.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在基础上建造高架桥的装置，为了降低成本，并且使用主要用于竖立大梁的一般使用的构件来缩短施工周期。解决方案：该装置包括：用于基础工作的施工装置16，其执行桩的构造等下部结构工作; 以及用于在基础工作上架设用于高架桥14等的上部结构工作的构件的构造装置18。每个施工装置16和18包括：可动地支撑在桩24上的下桁架20和21或用于驱动先前构造的桩的立管26; 以及可动地支撑在下梁20和21上的上梁22和23.施工装置16执行桩24或立管26的结构，施工装置18将预制构件放置在预定位置。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2008255602A Variable cross-section tower-like structure constructed by precast construction method 有权
标题翻译：通过预测结构方法构建的可变横截面塔式结构
公开(公告)号：JP2008255602A
公开(公告)日：2008-10-23
申请号：JP2007097127
申请日：2007-04-03
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO IKU , NOMOTO SADAHISA , SATO TAKUMI , MURANO KOSAKU , YAMANAKA NORIYUKI
IPC分类号： E04H12/16
CPC分类号： E04H12/16 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To construct the whole of a variable cross-section tower-like structure such as a wind power generation tower, including a tubular body with a formed opening by using a precast construction method. SOLUTION: In a lowermost block B 0 , a precast tower-like body 16 with an opening, the opening 18 of which is formed at a downside with respect to a precast tubular body 17 of a boundary and which has a thickened portion 19 thickened to the side of an inner peripheral surface over a prescribed range in a circumferential direction with respect to the opening 18 is arranged; prestressing steel 14 which is extended from the side of a foundation 12 is anchored to an outer peripheral portion of the top surface of the precast tubular body 17; prestressing steel 14A corresponding to the thickened portion 19 among pieces of prestressing steel extended to the side of an upper-side precast tubular body 5 has an anchoring portion on the side of the foundation 12, and inserted through the thickened portion 19 so as to be extended to the side of the precast tubular body 5; and unbonded prestressing steel 28 which is arranged in a location except the thickened portion 19, anchored to an inner peripheral portion of an undersurface of the precast tubular body 17, and extended to the side of the precast tubular body 5. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过使用预制构造方法来构造整体的具有形成开口的管状体的风力发电塔等整体的截面塔式结构。解决方案：在最下面的块B 0 中，具有开口的预制塔状体16，其开口18相对于预制管状体17形成在下侧并且具有相对于开口18在周向上在规定范围内增厚的内周面侧的增厚部19; 从基座12的侧面延伸的预应力钢14被锚定在预制管体17的上表面的外周部; 延伸到上侧预制管状体5一侧的预应力钢片中的与加厚部19对应的预应力钢14A，在基础部件一侧具有锚固部，并且通过加厚部19插入，延伸到预制管状体5的侧面; 和未粘合的预应力钢28，其布置在除了加厚部分19之外的位置，锚固在预制管状体17的下表面的内周部分并延伸到预制管状体5的侧面。版权所有：（C）2009，JPO＆INPIT

8. 发明专利

JP2006299631A Tower structure having non-uniform cross section, constructed by precast construction method 有权
标题翻译：具有非均匀交叉部分的塔式结构，由预制构造方法构成
公开(公告)号：JP2006299631A
公开(公告)日：2006-11-02
申请号：JP2005122190
申请日：2005-04-20
申请人： Nippon Hume Corp , Toda Constr Co Ltd , 戸田建設株式会社 , 日本ヒューム株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SATO TAKUMI , NOMOTO SADAHISA , MURANO KOSAKU
IPC分类号： E04H12/16
摘要： PROBLEM TO BE SOLVED: To construct a tower structure which has a non-uniform cross section as a whole, and is formed of precast cylindrical bodies that each have the same cross section in an axial direction.
SOLUTION: The tower structure is divided into blocks B
1 to B
4 in a height direction corresponding to the plurality of precast cylindrical bodies 5 to 8. To construct the tower structure, the precast cylindrical bodies 5 to 8 are piled up on each other on condition that the precast cylindrical bodies 5 to 8 each have the same cross section in the axial direction, and boundary precast cylindrical bodies 9 to 11 which each have almost the same outer diameter as that of a lower-stage precast cylinder body and almost the same inner diameter as that of an upper-stage precast cylindrical body, are interposed at a boundary portion between the blocks. In this manner the tower structure has such the non-uniform cross section that the external diameter is progressively and stepwise contracted in a height direction. Further, in the boundary precast cylindrical bodies 9 to 11, prestressing steel members 14 extended from the lower-stage precast cylindrical body are each anchored to an upper external surface of each of the boundary precast cylindrical bodies 9 to 11, and prestressing steel members 28 extended to the upper-stage precast cylindrical body are each anchored to a lower internal surface of each boundary precast cylindrical body.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：构造整体截面不均匀的塔架结构，并且由在轴向上具有相同横截面的预制圆筒体形成。解决方案：塔架结构在对应于多个预制圆筒体5至8的高度方向上分为块B 1 至B 4 。在塔架结构中，预制圆柱体5至8彼此堆叠，条件是预制圆柱体5至8在轴向方向上具有相同的横截面，边界预制圆柱体9至11各自具有与下段预制筒体相同的外径和与上段预制圆柱体的内径几乎相同的内径插入块之间的边界部分。以这种方式，塔架结构具有这样的不均匀的横截面，即外径在高度方向逐渐收缩。此外，在边界预制圆柱体9至11中，从下阶段预制圆柱体延伸的预应力钢构件14各自锚定到每个边界预制圆柱体9至11的上外表面，并且预应力钢构件28 延伸到上段预制圆筒体各自锚定到每个边界预制圆柱体的下内表面。版权所有（C）2007，JPO＆INPIT

9. 发明专利

JP2011093643A Construction device and construction method for foundation work of overhead viaduct 有权
标题翻译：基础工程施工设备及施工方法
公开(公告)号：JP2011093643A
公开(公告)日：2011-05-12
申请号：JP2009248011
申请日：2009-10-28
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ASANO HITOSHI , KOBAYASHI OSAMU , SATO IKU
IPC分类号： B66C17/06
摘要： PROBLEM TO BE SOLVED: To provide a construction device for a foundation work of an overhead viaduct capable of inexpensively shortening a construction period, by mainly using a general purpose member by an installation girder system.
SOLUTION: This construction device 16 for the foundation work of the overhead viaduct is provided for performing the foundation work such as pile construction before an upper work of the overhead viaduct, and includes a lower girder 20 movably supported in the longitudinal direction by a precedently constructed pile 24 or a backing work for the pile construction, and an upper girder 22 movable supported via a leg 44 with a moving device to the lower girder 20. The upper girder 22 is provided with a plurality of simultaneously usable movable suspension devices 46 capable of suspending various construction machines and construction materials for performing the pile 24 or the backing work for the pile construction.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够通过主要由安装梁系统主要使用通用构件而能够廉价地缩短施工周期的架空高架桥的基础工程的施工装置。解决方案：这种用于高架桥架基础工作的施工装置16被设置用于在架空高架桥的上部工作之前执行诸如桩结构的基础工作，并且包括沿纵向方向可移动地支撑的下梁20 先前构造的桩24或用于桩结构的背衬工作，以及通过腿部44可移动地支撑的上梁22，其具有移动装置到下梁20.上梁22设置有多个可同时使用的可移动悬挂装置 46能够悬挂各种施工机械和施工材料进行桩24或桩施工的背衬工作。版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2007277907A Method of managing construction of structure using precast members 有权
标题翻译：使用预制成员管理结构的方法
公开(公告)号：JP2007277907A
公开(公告)日：2007-10-25
申请号：JP2006104988
申请日：2006-04-06
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： SATO IKU , ASANO HITOSHI , UKEKAWA MAKOTO , KOBAYASHI OSAMU , SHIMOZAKA KENJI
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method of managing construction of a structure using precast members, for reducing or minimizing installation errors of precast members, and avoiding construction disorder such as defective fitting of the precast members, based on the premise that the precast members are manufactured without paying attention to construction errors in the construction field.
SOLUTION: The method is formed of first to fourth steps. In the first step, identification information is imparted to each precast member 1, and three-dimensional shape measurement of the same is carried out, followed by storing shape measuring data in a computer 5. In the second step, work measuring of the structure constructed in the field is successively carried out, and work measuring data of the structure in the field inclusive of construction errors of at least a joint portion, is acquired at every joint portion of the precast members 1. In the third step, a temporary assembly simulation is carried out based on the shape measuring data of the precast members 1, for the joint portion of the precast member 1, by the computer 5, and the precast member 1 that can cancel out the manufacturing errors and the construction errors and can minimize the installation errors, is selected. In the fourth step, the selected precast member 1 is carried in the field and set in the structure.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种管理使用预制构件的结构的构造的方法，用于减少或最小化预制构件的安装误差，并且避免预制构件的不合适的构造障碍，基于以下前提：在不注意施工现场的施工误差的情况下制造预制构件。解决方案：该方法由第一至第四步骤形成。在第一步骤中，向每个预制构件1施加识别信息，并且进行三维形状测量，然后将形状测量数据存储在计算机5中。在第二步中，构造的结构的工作测量在现场依次进行，并且在预制构件1的每个接合部分处获取包括至少关节部分的构造误差在内的结构的工作测量数据。在第三步骤中，临时组装模拟基于预制构件1的形状测量数据，对于预制构件1的接合部分，计算机5和可以抵消制造误差和构造误差的预制构件1进行，并且可以使选择安装错误。在第四步骤中，所选择的预制构件1在现场进行并设置在结构中。版权所有（C）2008，JPO＆INPIT

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