专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2008075385A Method and structure for anchoring structural member for supporting 有权
标题翻译：用于支撑结构构件的方法和结构
公开(公告)号：JP2008075385A
公开(公告)日：2008-04-03
申请号：JP2006257450
申请日：2006-09-22
申请人： Ohbayashi Corp , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 株式会社大林組
发明人： YOSHIDA YOICHI , TASAKA MIKIO , IZAWA MASAYOSHI , IWAHASHI MASAYOSHI , MORIMOTO ISAHIKO , KAMIJO TAKASHI
IPC分类号： E21D9/04 , E21D9/01 , E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a method and a structure for anchoring a structural member for supporting capable of supporting a portion to be cut and capable of compactly and easily constructing an anchoring portion. SOLUTION: A sheath pipe 10 is fitted to a segment 12 in each of shield tunnels 2, 4 arranged parallel to each other. Steel pipes 6 for installation are so installed between the second shield tunnel 4 and the first shield tunnel 2 as to be inserted into the sheath pipes 10. A structural member 18 for supporting is inserted into the steel pipes 6 for installation. The end of the structural member 18 for supporting projects from the sheath steel pipe 10. A cover plate 22 is connected to the end. The cover plate 22 is fixed to a predetermined position in the sheath steel pipes 10. A solidifying agent 26 is charged between the sheath pipe 10 and the structural member 18 for supporting. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于锚定支撑结构构件的方法和结构，其能够支撑待切割的部分并且能够紧凑且容易地构造锚定部分。解决方案：护套管10装配到彼此平行布置的每个屏蔽隧道2,4中的段12上。用于安装的钢管6安装在第二屏蔽隧道4和第一屏蔽隧道2之间以插入护套管10中。用于支撑的结构构件18插入到钢管6中用于安装。用于从护套钢管10支撑突起的结构构件18的端部。盖板22连接到端部。盖板22固定在鞘钢管10中的预定位置。固化剂26被填充在护套管10和用于支撑的结构构件18之间。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2005221395A Internal defect detecting method for structure 审中-公开
标题翻译：内部缺陷检测方法的结构
公开(公告)号：JP2005221395A
公开(公告)日：2005-08-18
申请号：JP2004030111
申请日：2004-02-06
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAKAGAWA KENICHI , KAMIJO TAKASHI
IPC分类号： G01N25/72
摘要： PROBLEM TO BE SOLVED: To provide an internal defect detecting method for a structure requiring no new expense for heating or cooling, dispensing with a technique for uniform heating or cooling, and hardly generating a detection error even in a very small temperature difference.
SOLUTION: In this internal defect detecting method for the structure wherein a material generating heat in curing is filled in a hollow shell to be cured, a surface temperature distribution in the structure is measured after a prescribed lapse time counted from the start of the filling, and a defect is detected based on the distribution.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供不需要用于加热或冷却的新费用的结构的内部缺陷检测方法，分配用于均匀加热或冷却的技术，并且即使在非常小的温差也几乎不产生检测误差。解决方案：在该内部缺陷检测方法中，其中将固化中产生热量的材料填充在待固化的中空壳中，在从开始计算的规定的经过时间之后测量该结构中的表面温度分布基于分布检测填充物和缺陷。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2004124373A Composite floor slab constructing method and curing board 有权
公开(公告)号：JP2004124373A
公开(公告)日：2004-04-22
申请号：JP2002285750
申请日：2002-09-30
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIJO TAKASHI , KOBAYASHI YOICHI , IZAWA MAMORU , NAKAGAWA TOSHIYUKI
IPC分类号： E01D19/12 , E04B5/02
摘要： PROBLEM TO BE SOLVED: To provide a composite floor slab constructing method which enables the temporary application of composite floor slab without adversely affecting concrete under curing, and is excellent in cost efficiency, and to provide a curing board for use in the method.
SOLUTION: The composite panel is formed of floor slab panels 2 as steel shells and concrete portions 4a, 4b filled between the floor slab panels 2. During the curing of the uncured concrete portion 4a filled between the floor slab panels 2, the curing board 1 having necessary rigidity is set on the upper surface of the floor slab panel 2, and therefore the concrete 4a is continuously cured while the curing board 1 is in a temporary service.
COPYRIGHT: (C)2004,JPO

4. 发明专利

JP2008088634A Composite steel-concrete floor slab 审中-公开
标题翻译：复合钢混凝土板
公开(公告)号：JP2008088634A
公开(公告)日：2008-04-17
申请号：JP2006267076
申请日：2006-09-29
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIJO TAKASHI , NAKAGAWA TOSHIYUKI , TSUCHIDA MASAMI , SEKIGUCHI SHUJI
IPC分类号： E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a composite steel-concrete floor slab which is constituted by juxtaposing trussed bars for shear reinforcement on a bottom steel plate, can effectively reinforce a slit of the bottom steel plate on a main girder without the dense juxtaposition of the trussed bars, and can reduce a material cost and a machining cost.
SOLUTION: In a floor slab panel 2 which comprises the bottom steel plate 3 installed on the main girder 1 and the plurality of juxtaposed trussed bars 4, a slit 11 with a width smaller than the flange width of the main girder is provided in a connection portion between the main girder 1 and the bottom steel plate 3 so as to prevent the displacement of the top surface of the main girder; the trussed bar 12 which continues astride the slit 11 and has a length set by adding an extra length required for the connection of a reinforcing material and the bottom steel plate to the width of the slit is arranged between the respective trussed bars 4 in parallel with the trussed bars 4, and fixed on the top surfaces of the bottom steel plates 3 on both the sides while sandwiching the slit between; and an area in which the floor slab undergoes negative bending moment with the slit sandwiched between is reinforced.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种通过在底部钢板上并列用于剪切加固的桁架杆构成的复合钢水泥地板，可以有效地在主梁上加强底部钢板的狭缝，而不致密集桁架的并置，可以降低材料成本和加工成本。解决方案：在包括安装在主梁1上的底钢板3和多个并置的桁架杆4的地板坯板2中，设置宽度小于主梁的凸缘宽度的狭缝11 在主梁1和底钢板3之间的连接部分中，以防止主梁的顶表面的移位; 桁条12继续跨越狭缝11，并且具有通过将加强材料和底部钢板的连接所需的额外长度与狭缝的宽度相加而设定的长度布置在相应的桁架条4之间，与桁架杆4，并且在两侧夹着底板钢板3的上表面，同时夹住狭缝; 并且增强了在夹着狭缝的情况下地板坯承受负弯矩的区域。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2005171488A Connection structure between steel wall and reinforced concrete plate 有权
标题翻译：钢筋与钢筋混凝土板之间的连接结构
公开(公告)号：JP2005171488A
公开(公告)日：2005-06-30
申请号：JP2003408489
申请日：2003-12-08
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIJO TAKASHI , OKUDA YOICHI , KAMEYAMA AKIHISA
IPC分类号： E02D29/045 , E02D5/04 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a connection structure between a steel wall and an RC plate capable of securely and rapidly connecting the steel wall to the RC plate constructed in the steel wall as a top plate or a bottom plate when the steel wall formed of assembled steel piles are used as a soil retaining wall in temporary installation and used as a part of the body structure of an underground structure when the underground structure such as a foundation structure or an excavated tunnel is constructed.
SOLUTION: The steel wall 1 is vertically constructed in an underground through a specified depth. An RC floor plate 2 is horizontally constructed on the inside of the steel wall 1. The steel wall 1 is constructed by driving the plurality of assembled steel piles 3 vertically parallel with each other in the radial direction of the assembled steel piles 3. The assembled steel piles 3 are formed of hat-shaped soil retaining steel materials 4 and wide-flange shape steels 5 having asymmetrical joints 4a and 4b at both ends. The end part of the main reinforcement 2a of the RC floor plate 2 is fixed to a space part 7 formed between the wide-flange shape-steels 5 and 5 with a concrete 2d.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供钢壁和RC板之间的连接结构，能够将钢壁与构造在钢壁中的RC板牢固并快速地连接，作为顶板或底板，当钢组装钢桩的墙体作为临时安装中的挡土墙，当构造地基结构或挖掘隧道等地下结构时，用作地下结构体的一部分。
解决方案：钢墙1通过指定深度垂直构造在地下。 RC壁板2水平地构造在钢壁1的内侧。钢壁1通过在组装的钢桩3的径向方向上垂直平行地驱动多个组装钢桩3而构成。组装钢桩3由具有保持钢材4的帽状土体和在两端具有不对称接头4a和4b的宽法兰形状的钢5形成。 RC地板2的主加强件2a的端部用混凝土2d固定在宽法兰形状钢5和5之间形成的空间部分7。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004124375A Construction method for composite floor panel 有权
公开(公告)号：JP2004124375A
公开(公告)日：2004-04-22
申请号：JP2002285752
申请日：2002-09-30
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAKAGAWA TOSHIYUKI , IZAWA MAMORU , KOBAYASHI YOICHI , KAMIJO TAKASHI
IPC分类号： E01D19/12 , E01D21/00 , E04B5/40
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a composite floor panel enabling the joining work of a floor panel from a lower face for conventional work from a bridge face, to solve problems of traffic regulations and the prolongation of a construction term.
SOLUTION: The floor system panel constituting the composite floor panel is composed of an upper steel plate 1, a plurality of section steels 2 arranged in parallel at required intervals on the lower face of the upper steel plate 1, and a bottom steel plate 3 connecting the section steels 2 to one another to cope with a short-term traffic load by only a steel hull. A plurality of bolt holes 9 are formed in a joint plate 5 at the end of the floor system panel in advance. A bolt 6 is attached to the bolt hole 9 from an opening formed on the bottom face side of the floor panel on a main girder 15 supporting the end of the floor system panel and is tightened with a nut to join the floor panels. Then, a haunch member 4 is attached between the upper part of the main girder 15 and the bottom steel plate 3 of the floor panel from below to block the opening, and a filler is filled into the floor panel.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2004124374A Placing method of concrete for composite floor slab 审中-公开
公开(公告)号：JP2004124374A
公开(公告)日：2004-04-22
申请号：JP2002285751
申请日：2002-09-30
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMIJO TAKASHI , KOBAYASHI YOICHI , IZAWA MAMORU , NAKAGAWA TOSHIYUKI
IPC分类号： E01D1/00 , E01D19/12 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a filling method excellent in local workability and capable of securely infilling highly-flowable concrete into a steel shell without forming unfilled parts.
SOLUTION: A steel shell b is constituted of a bottom steel plate 3, a plurality of shape steels 2 arranged in parallel at prescribed intervals at the upper face of the bottom steel plate 3, upper steel plates 1 put over on the shape steels 2, and partitions 5 as end plates. One filling unit a is constituted of a plurality of cells including a cell formed with a concrete casting opening 6 and a cell formed with a concrete discharge opening 7. Cells in the filling unit a are connected though by an opening 8 formed in the shape steel 2. The concrete casting opening 6 is connected to a hose 9 from a concrete pump car and highly-flowable concrete is poured into the filling unit a by the pressure of the pump. Overflowed concrete from the discharge opening 7 is put in a bucket or the like or the other infilling unit of the steel shell b.
COPYRIGHT: (C)2004,JPO

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式