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

JP2011247050A Installation method and installation structure of waling material 有权
标题翻译：安装材料的安装方法和安装结构
公开(公告)号：JP2011247050A
公开(公告)日：2011-12-08
申请号：JP2010124107
申请日：2010-05-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OKAMOTO MASANOBU
IPC分类号： E02D17/04 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide an installation method and installation structure of a waling material, capable of easily installing the waling material at a predetermined position of a front surface of a continuous wall constructed as a cutoff wall or a retaining wall.SOLUTION: At the upper end part of the continuous wall 1, the waling material 5 is roughly horizontally arranged at the side part of shape steel 3. Guide members 9, 9 attached to the waling material 5 are engaged with an inner flange 3a of the shape steel 3. The waling material 5 is dropped to the lower part of the continuous wall 1 with the inner flange 3a of the shape steel 3 as a guide material. The waling material 5 is installed at a position to be hooked with stoppers 6, 6 attached to the shape steel 3 of the guide members 9, 9. For a combination steel sheet pile 4, the combination steel sheet pile that comprises a hat steel sheet pile 2 and H-shaped steel 3 installed on the opposite side of the groove 2a and is formed roughly in a Y shape on the plane is used. For the waling material 5, the H-shaped steel is used.
摘要翻译：要解决的问题：提供一种能够容易地将施焊材料安装在构造为切断壁或挡土墙的连续壁的前表面的预定位置处的施焊材料的安装方法和安装结构。解决方案：在连续壁1的上端部分，防水材料5大致水平地布置在形状钢3的侧部。安装在扳手材料5上的导向件9,9与内凸缘形状钢3的3a。作为导向材料，将形成钢3的内凸缘3a作为引导材料，将连续壁1的下部落下。防震材料5安装在与引导构件9,9的形状钢3上的止动件6,6钩住的位置。对于组合钢板桩4，组合钢板桩包括帽钢板使用安装在槽2a的相对侧并且在平面上大致形成Y形的桩2和H形钢3。对于冲击材料5，使用H形钢。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2006312825A Rotational penetration pile and its construction method 审中-公开
标题翻译：旋转穿透桩及其施工方法
公开(公告)号：JP2006312825A
公开(公告)日：2006-11-16
申请号：JP2005135532
申请日：2005-05-09
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KUSAKA HIROTAKA , OKAMOTO MASANOBU , IKEDA MAKOTO , TANAKA HIROMASA , KUROSAKI KAZUYASU , MATSUBARA HIROSHI
IPC分类号： E02D5/56 , E02D5/72
摘要： PROBLEM TO BE SOLVED: To provide a wing attached rotational penetration pile having a great propulsive force to the ground generated in the case of rotational construction, hard in the occurrence of a blockade of soil hindering the construction work, and capable of reducing a manufacturing cost, and its construction method.
SOLUTION: The front end of a steel pipe 2 is notched to mount two wings 1 on the front end face thereof. Each wing 1 is formed in a shape of a half-doughnut disc dividing a cubic shape making the surface as an approximately pyramid surface into two parts, and both wings are symmetrically mounted at predetermined mounting angles with respect to the surface making a right angle with respect to a shaft of a steel-pipe pile. An angle of the wing 1 with respect to the steel pipe turns downward in the starting end, and it turns horizontally or upwardly in the terminating end. The wing 1 is formed by combining a plurality of flat plates, and thicknesses of the flat plates are respectively or partially different.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供在旋转构造的情况下产生的对地面具有大的推进力的机翼附接旋转穿透桩，难以发生妨碍施工作业的土壤的阻塞，并且能够减少制造成本及其施工方法。
解决方案：钢管2的前端被切口以将两个翼1安装在其前端面上。每个翼1形成为将立方体分为立方体的半圆环形状，将表面作为大致棱锥表面分成两部分，并且两个翼片相对于与预定安装角度相对于与相对于钢管桩的轴。机翼1相对于钢管的角度在起始端向下转动，并且在终端中水平或向上转动。翼1通过组合多个平板形成，平板的厚度分别或部分不同。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2011214251A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214251A
公开(公告)日：2011-10-27
申请号：JP2010081334
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OTOSHI KAZUTAKA , NAGAO NAOYA , KIDA HIROSHI , OKAMOTO MASANOBU , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
CPC分类号： Y02A10/31
摘要： PROBLEM TO BE SOLVED: To prevent a concentration of damage in a boundary between a reinforced section provided with an underground steel-wall body and an unreinforced section during an earthquake or a flood by relieving a structural change in the boundary.SOLUTION: The boundary (boundary surface (a) of the countermeasure work) between a countermeasure section (b) with sheet piles in which the underground steel-wall bodies 2 are provided in two rows along the continuous direction of the embankment 1, and a section (c) without a countermeasure which is not provided with the underground steel-wall body 2 yet exists within the range of the almost upper surface 1a of the continuous embankment 1. The underground steel-wall body 2 is formed of a steel sheet pile wall which is constituted by coupling steel sheet piles 3 to each other. The rigidity of the steel sheet pile 3 of the underground steel-wall body 2 in a predetermined section (f) serving as an end of the underground steel-wall body 2 is set to become gradually lower toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles. For example, the number of the type of the steel sheet pile 3 for use becomes smaller toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles.
摘要翻译：要解决的问题：通过减轻边界的结构变化，防止在地震或洪水期间设置有地下钢墙体的增强部分与未加固部分之间的边界内的损伤集中。解决方案：边界（在对置措施部分（b）与沿着路堤1的连续方向设置有两排的地下钢壁体2的板桩之间的对策部分（b）和没有在连续路堤1的大致上表面1a的范围内，没有设置地下钢壁体2的对策。地下钢壁体2由钢板桩壁构成，该钢板桩壁由将钢板桩3彼此连接。作为地下钢壁体2的端部的规定区域（f）中的地下钢壁体2的钢板桩3的刚性被设定为朝向部分（c）的侧面逐渐变低，没有来自对策部分（b）侧面的对策与纸张桩。例如，没有来自对策部（b）侧的纸张堆的对策，使用的钢板桩3的种类的数量朝向部分（c）侧变小。

4. 发明专利

JP2011214250A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214250A
公开(公告)日：2011-10-27
申请号：JP2010081319
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OTOSHI KAZUTAKA , NAGAO NAOYA , KIDA HIROSHI , OKAMOTO MASANOBU , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing an embankment which inhibits an increase of a hydraulic gradient in a boundary between a reinforced section provided with an underground steel-wall body and an unreinforced section by adjusting the water permeability of the boundary.SOLUTION: The boundary between a countermeasure section (b) with sheet piles in which the underground steel-wall bodies 2 are provided in two rows along the continuous direction of the embankment 1, and a section (c) without a countermeasure which is not provided with the underground steel-wall body 2 yet exists within the range of the almost upper surface 1d of the continuous embankment 1. The water permeability of the underground steel wall body 2 in a predetermined section (f) so that an end of the underground steel-wall body 2 is set higher than that of the underground steel-wall body 2 outside the predetermined section (f). For example, the underground steel-wall body 2 of the predetermined section (f) is constructed by using the permeable sheet pile 3a. Additionally, the water permeability can also become gradually higher toward the side of the section (c) without the countermeasure from the side of the countermeasure section (b) with the sheet piles in the predetermined section (f).
摘要翻译：要解决的问题：提供一种用于加强堤坝的结构，其阻止通过调节边界的透水性而增加设置有地下钢墙体的增强部分与未加强部分之间的边界的液压梯度。：沿着路堤1的连续方向设置有两排地下钢壁体2的板桩的对策部（b）与没有设置有对策的部分（c）在连续路堤1的几乎上表面1d的范围内存在地下钢壁体2.在预定的部分（f）中地下钢制壁体2的透水性使得地下钢 - 壁体2被设定为高于预定部分（f）外的地下钢壁体2的壁体2。例如，通过使用可渗透片材堆3a构成预定部分（f）的地下钢壁体2。此外，没有来自对策部分（b）一侧的对策的水分渗透性也可以逐渐地朝向部分（c）的侧面逐渐增加，同时在预定部分（f）中纸张堆积。

5. 发明专利

JP2011214248A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214248A
公开(公告)日：2011-10-27
申请号：JP2010081275
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAGAO NAOYA , OTOSHI KAZUTAKA , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI , KIDA HIROSHI , OKAMOTO MASANOBU
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing an embankment which enables the passage of a vehicle on the upper surface of the embankment after an earthquake or a flood while preventing the deformation of a steel wall body when reinforcing the embankment by using the double steel wall body.SOLUTION: The underground steel wall bodies 2 are provided in two rows along the continuous direction of the embankment 1 within the range of the almost upper surface 1c of the continuous embankment 1. A planar reinforcing material 7 with flexibility which is disposed in the ground is connected to each of the underground steel wall bodies 2. Each of the planar reinforcing material 7 is connected to only one of the underground steel wall bodies 2 without being laid between the underground steel wall bodies 2. The planar reinforcing material 7 is disposed between the two rows of underground steel wall bodies 2 so as to prevent the respective two rows of underground steel wall bodies 2 from being deformed to the outside. Since the planar reinforcing material 7 is not laid across the two rows of underground steel wall bodies 2, workability can be enhanced. Even if the upper surface subsides due to liquefaction during the earthquake, the planar reinforcing material 7 with flexibility is not protruded above so that an emergency vehicle can travel on the upper surface even after the subsidence.
摘要翻译：要解决的问题：提供一种用于加强路堤的结构，其能够在地震或洪水之后使车辆在路堤的上表面通过，同时防止钢墙体在通过使用双层加固堤坝时变形钢墙体。解决方案：在连续路堤1的几乎上表面1c的范围内，沿着路堤1的连续方向将地下钢制壁体2设置成两排。具有柔性的平面加强材料7被设置地面中的每一个都连接到每个地下钢壁体2.每个平面加强材料7仅连接到地下钢壁体2中的一个，而不被放置在地下钢壁体2之间。平面加强材料7 设置在两排地下钢壁体2之间，以防止相应的两排地下钢壁体2 fr om变形到外面。由于平面增强材料7不跨过两排地下钢壁体2，所以可以提高加工性。即使在地震期间由于液化而使上表面消失，具有柔性的平面增强材料7也不会在上方突出，使得即使在下沉之后应急车辆也能在上表面上行进。

6. 发明专利

JP2011214254A Reinforcing structure of banking 有权
标题翻译：加强银行结构
公开(公告)号：JP2011214254A
公开(公告)日：2011-10-27
申请号：JP2010081359
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NISHIYAMA TERUKI , TANAKA HIROMASA , KIDA HIROSHI , OKAMOTO MASANOBU , KAMEYAMA AKIHISA , NAGAO NAOYA , OTOSHI KAZUTAKA
IPC分类号： E02D17/18 , E02B3/04 , E02D5/04 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a banking which suppresses collapse of a slope surface of the banking due to overflow upon a flood, and degradation of a bearing force of an underground steel wall body by scouring of a ground surface, in a structure for reinforcing the banking with the underground steel wall body.SOLUTION: The underground steel wall body 2 including a steel sheet pile wall comprising steel sheet piles 3 (including steel pipe sheet piles) connected to each other is arranged within the range of a roughly top end 1c of the banking 1. The steel sheet piles 8 as diagonal braces are diagonally placed on and along the slope surface 1a inside of the dike of the banking 1 on the slope surface 1a. The steel sheet piles 8 are embedded at least in a foundation ground 5 under the banking 1 by the depth longer than the length of the slope surface 1a of the banking 1. The steel sheet piles 8 are connected to configure the diagonal steel sheet pile wall 9, and the slope surface 1a is substantially covered with the steel sheet pile wall 9.
摘要翻译：要解决的问题：提供一种银行业的增强结构，其抑制由于洪水而溢出而导致的银行业倾斜面的塌陷，以及通过冲刷地面来降低地下钢墙体的承受力，用于加强与地下钢墙体的银行结构。解决方案：包括彼此连接的钢板桩3（包括钢管板桩）的钢板桩壁的地下钢墙体2设置在金属板的大致顶端1c。作为斜撑的钢板桩8对角地放置在倾斜面1a上的堤岸1的堤坝内侧的倾斜面1a上。钢板桩8至少埋设在银行1下的基础地面5中比银行1的斜面1a的长度更长的深度。钢板桩8被连接以构成对角钢板桩壁如图9所示，斜面1a基本上被钢板桩壁9覆盖。

7. 发明专利

JP2006312172A Method for manufacturing metal coated steel pipe 有权
标题翻译：制造金属涂层钢管的方法
公开(公告)号：JP2006312172A
公开(公告)日：2006-11-16
申请号：JP2005134817
申请日：2005-05-06
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： OKAMOTO MASANOBU , YUKI HIDEAKI , KAMIMURA TAKAYUKI , OGAWA KAZUHIRO
IPC分类号： B21C37/06 , B21C37/15 , E02B1/00 , E02D5/60 , E02D31/06
摘要： PROBLEM TO BE SOLVED: To provide a method for manufacturing a metal coated steel pipe, which method can comparatively easily coat and fix a thin coating metallic sheet on a steel pipe.
SOLUTION: The coating metallic sheet 3 having a steel band is preliminarily manufactured by attaching the first steel band 5 having a thickness larger than that of a coating metallic sheet 4 to the end portion of the coating metallic sheet 4. The coating metallic sheet 3 having the steel band is coated on the steel pipe 2 by winding it around the steel pipe 2 in such a manner that the first steel band 5 is arranged in the circumferential direction of the steel pipe 2, and then the end portion of the first steel band 5 is welded on the steel pipe 2. Because the portion to be welded to the steel pipe 2 is the end portion of the steel band 5 and its thickness is larger than that of the coating metallic sheet 4, the burn-through in welding can be prevented, and the coating metallic sheet 4 can be comparatively easily wound and fixed on the steel pipe 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于制造金属涂层钢管的方法，该方法可以相对容易地将薄涂金属片涂覆并固定在钢管上。解决方案：通过将具有比涂覆金属片4的厚度大的第一钢带5附接到涂覆金属片4的端部，预先制造具有钢带的涂层金属片3。涂覆金属将钢带2的钢板3以钢管2的周向配置第一钢带5的方式围绕钢管2卷绕在钢管2上，然后将该钢带2的端部第一钢带5被焊接在钢管2上。因为要焊接到钢管2的部分是钢带5的端部并且其厚度大于涂覆金属片4的部分，所以烧穿可以防止焊接，并且可以比较容易地将涂层金属片4卷绕并固定在钢管2上。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2011214253A Reinforcing structure of banking 有权
标题翻译：加强银行结构
公开(公告)号：JP2011214253A
公开(公告)日：2011-10-27
申请号：JP2010081348
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMEYAMA AKIHISA , OTOSHI KAZUTAKA , NAGAO NAOYA , KIDA HIROSHI , TANAKA HIROMASA , NISHIYAMA TERUKI , OKAMOTO MASANOBU
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of a banking which shortens a construction period by improving construction work, and has water permeability as an underground steel wall body while controlling the washout of a banking and an outflow of earth and sand at low cost, in a structure for reinforcing the banking by the underground steel wall body.SOLUTION: The underground steel wall body 2 is installed by arranging a plurality of sheet pile parts 8 along the extension direction of the banking 1. The sheet pile parts 8 are constructed by connecting steel sheet piles 4 along the extension direction of the banking 1. The sheet pile parts 8 which are adjacently arranged are spaced from one another in the width direction of the banking 1. The adjacently arranged sheet pile parts 8 are arranged in a manner of partially overlapping in the extension direction of the banking 1. Thus, at least ends of the adjacently arranged sheet pile parts 8 overlap with one another when viewed from the width direction of the banking. Every other sheet pile parts 8 are arranged at the same positions along the width direction of the banking so that the sheet pile parts 8 are arranged in a stagged pattern.
摘要翻译：要解决的问题：提供一种通过改善施工工作来缩短施工期的银行业的加固结构，并且以低成本控制银行和流出的沙土的冲洗，具有作为地下钢墙体的透水性，用于通过地下钢墙体加强银行业务的结构。解决方案：沿着银行业务1的延伸方向布置多个板桩部件8，安装地下钢制壁体2.构造板桩部件8 通过沿着银行1的延伸方向连接钢板桩4.相邻布置的纸张堆8在银行1的宽度方向上彼此间隔开。相邻布置的纸张堆部件8以一种方式在银行1的延伸方向上部分地重叠。因此，当观看时，相邻布置的纸张堆部件8的至少端部彼此重叠从银行的宽度方向。每个其他的片材堆部件8沿着银行的宽度方向布置在相同的位置处，使得片材堆叠部件8以凹形图案布置。

9. 发明专利

JP2011214249A Structure for reinforcing embankment 有权
标题翻译：加强建筑结构
公开(公告)号：JP2011214249A
公开(公告)日：2011-10-27
申请号：JP2010081293
申请日：2010-03-31
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： NAGAO NAOYA , OTOSHI KAZUTAKA , TANAKA HIROMASA , KAMEYAMA AKIHISA , NISHIYAMA TERUKI , KIDA HIROSHI , OKAMOTO MASANOBU
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing an embankment which can prevent a boundary between a terminal end of a countermeasure section with sheet piles and a section without a countermeasure from becoming more vulnerable to a seepage flow than an embankment before the reinforcement.SOLUTION: The structure prevents the seepage destruction of the embankment 1 by providing a cut-off wall formed of an underground steel-wall body 2 along the continuous direction of the embankment 1 in the embankment 1 serving as a dike of a river etc. In the structure, the countermeasure section (b) with the sheet piles which is provided with the underground steel-wall body 2, and the section (c) without the countermeasure which is not provided with the underground steel-wall body 2 yet exist in such a manner that the end of the underground steel-wall body 2 already provided but still being under reinforcement construction serves as the boundary. The vertical cut-off wall 6 which is formed of the underground steel-wall body extending toward the outside of the dike in a direction almost perpendicular to the end of the underground steel-wall body 2 is provided at the end of the underground steel-wall body 2. The depth of the embedment of the vertical cut-off wall 6 is set larger than that of the embedment of the underground steel-wall body 2 along the length direction of the embankment 1.
摘要翻译：要解决的问题：提供一种用于加强堤防的结构，其可以防止对策部分的桩端部与边缘部分之间的边界与没有对策的部分之间的边界比在加固之前的路堤变得更易于渗流。解决方案：该结构通过在作为河堤堤防的路堤1中沿路堤1的连续方向设置由地下钢墙体2形成的切断壁，防止堤坝1的渗漏破坏。该结构，具有设置有地下钢壁体2的板桩的对策部（b）和没有设置有地下钢壁体2的对策部（c）已经设置但仍处于加固结构的地下钢壁体2的端部作为边界的方式。在与地下钢壁体2的端部大致垂直的方向上，由堤坝外侧延伸的地下钢壁体形成的垂直切断壁6设置在地下钢 - 垂直切割壁6的嵌入深度设定为大于沿着路堤1的长度方向埋设地下钢墙体2的深度。

10. 发明专利

JP2011190586A Construction method of continuous steel wall, and continuous steel wall 有权
标题翻译：连续钢墙和连续钢墙的施工方法
公开(公告)号：JP2011190586A
公开(公告)日：2011-09-29
申请号：JP2010056124
申请日：2010-03-12
申请人： Sumitomo Metal Ind Ltd , 住友金属工業株式会社
发明人： KAMEYAMA AKIHISA , NAGAO NAOYA , TANAKA HIROMASA , NISHIYAMA TERUKI , OKAMOTO MASANOBU
IPC分类号： E02D5/08
CPC分类号： E02D5/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a continuous steel wall capable of reliably putting steel sheet piles and stiffeners in contact with each other even if the steel sheet piles and stiffeners are driven into the ground separately, and the continuous steel wall. SOLUTION: In the construction method, a guide member 24 that fits around an H-shaped steel 3 as a stiffener is provided at the bottom end of a steel sheet pile 2 so as to be movable in the long direction of the H-shaped steel 3. A positioning guide member 33 is provided at the bottom end of the H-shaped steel 3 so as to be movable in the long direction of another steel sheet pile 2a, driven in prior to and next to the steel sheet pile 2 contacting with the H-shaped steel 3, the guide member 33 fixing the position of the H-shaped steel 3 with respect to the previously-driven steel sheet pile 2a by fitting around the previously-driven steel sheet pile 2a. The guide member 33 is fitted around the previously-driven steel sheet pile 2a, whereby the H-shaped steel 3 is driven into the ground while positioned and guided by the previously-driven steel sheet pile 2a. Next, the guide member 24 is fitted around the already-driven H-shaped steel 3, whereby the next steel sheet pile 2 is driven into the ground while guided by the H-shaped steel 3. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种连续钢壁的施工方法，即使将钢板桩和扶强材分开地驱动到地面中也能够可靠地将钢板桩和加强筋彼此接触，并且连续钢墙。解决方案：在施工方法中，在钢板桩2的底端设置有作为加强件的H型钢3配合的引导构件24，以便能够在H的长度方向上移动形状钢3.在H型钢3的底端设有定位导向构件33，以便能够在另一钢板桩2a的长度方向上移动，在钢板桩之前和之后驱动 2与H型钢3接触，引导构件33通过围绕预先驱动的钢板桩2a固定H型钢3相对于先前驱动的钢板桩2a的位置。引导构件33安装在预先驱动的钢板桩2a周围，由此H型钢3在由先前驱动的钢板桩2a定位和引导的同时被驱动到地面中。接下来，引导构件24安装在已经驱动的H型钢3周围，由此在下一个钢板桩2由H型钢3引导的同时被驱动到地面中。版权所有（C）2011 ，JPO＆INPIT

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