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

JP2012211477A Drilling device for correction of direction 有权
标题翻译：用于修正方向的钻孔装置
公开(公告)号：JP2012211477A
公开(公告)日：2012-11-01
申请号：JP2011077775
申请日：2011-03-31
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： YAMADA YUKI , MARUYAMA NORIO , FURUNAGA TATSUHIRO , SUEHIRO MASAHIKO
IPC分类号： E21B7/10 , B28D1/14
摘要： PROBLEM TO BE SOLVED: To provide a drilling device for correction of direction capable of easily correcting a hole bending occurring in a hole drilled in a concrete structure or the like by a drilling machine.SOLUTION: A drilling device for correction of direction comprises: a propulsion guide pipe 13 which can be inserted into a drilled hole 12; a drilling bit 14 rotatably mounted at the tip of the propulsion guide pipe 13; and a flexible shaft with a tip connected to the drilling bit 14 and transferring a torque to the drilling bit 14, and a plurality of slits 16 extending in a circumferential direction are formed on the peripheral surface of a tip part of the propulsion guide pipe 13 at intervals in the axial direction. A hole bending is corrected by inserting the propulsion guide pipe 13 into the drilled pipe 12, while arranging a region on which the slits 16 are formed on a side opposite to the bending direction of the occurred hole bending 12a, and drilling while directing the drilling bit 14 toward the side opposite to the bending direction of the hole bending 12a.
摘要翻译：要解决的问题：提供一种用于校正能够容易地校正通过钻孔机在混凝土结构等中钻出的孔中产生的孔弯曲的方向的钻孔装置。解决方案：用于校正方向的钻孔装置包括：可插入钻孔12中的推进导管13; 可旋转地安装在推进导管13的前端的钻头14; 以及具有与钻头14连接的尖端并将扭矩传递到钻头14的柔性轴，并且在推进导管13的末端部分的圆周表面上形成有沿圆周方向延伸的多个狭缝16 在轴向间隔。通过将推进引导管13插入到钻管12中，同时在与发生的孔弯曲12a的弯曲方向相反的一侧布置形成有狭缝16的区域，并且在引导钻孔的同时进行钻孔来校正孔弯曲位于与弯曲弯曲部12a的弯曲方向相反的一侧。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2010234653A Concrete cutting method using wire saw 有权
标题翻译：使用线锯的混凝土切割方法
公开(公告)号：JP2010234653A
公开(公告)日：2010-10-21
申请号：JP2009085291
申请日：2009-03-31
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： MARUYAMA NORIO , YAMADA YUKI , TSUJIMOTO KYOHEI , ICHIMARU HIROMI , FURUNAGA TATSUHIRO , NOMURA TOSHIYA
IPC分类号： B28D1/08 , B28D1/14 , E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a cutting method for concrete, by which a concrete structure can be efficiently cut to a predetermined depth by imparting a press-cutting force to a wire saw when a predetermined part of the concrete structure is cut through press-cutting using the wire saw from the surface side.
SOLUTION: For both side supporting arms 4 and 4, the wire saw 6 is stretched between the distal end guide pulleys 5 and 5. Both side supporting arms are inserted in both side core holes 2 and 2 which are drilled to a predetermined depth on both ends of a planned cutting section 1 of the concrete structure which plans to be cut, and the wire saw 6 is made to run under a tension. Thus, the planned cutting section 1 between both side core holes 2 and 2 is cut. At the same time, an intermediate supporting arm 7 is inserted in an intermediate core hole 3 which is drilled between both side core holes 2 and 2 in advance at the time of the cutting. Then, an intermediate section of the wire saw 6 is made to advance downward by the distal end guide pulley 8 of the intermediate supporting arm, and the planned cutting section is cut to the predetermined depth while imparting a press-cutting force.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种混凝土的切割方法，通过在混凝土结构的预定部分被切割时，通过在钢丝绳上施加冲切力将混凝土结构有效地切割成预定深度通过使用来自表面侧的线锯进行压切。
解决方案：对于两侧支撑臂4和4，线锯6在远端引导滑轮5和5之间被拉伸。两侧支撑臂插入两个侧芯孔2和2中，计划切割的混凝土结构的规划切割部分1的两端的深度，并且使线锯6在张力下运行。因此，切断两侧芯孔2和2之间的规划切割部1。同时，中间支撑臂7插入在切割时预先在两侧芯孔2和2之间钻的中间芯孔3中。然后，通过中间支撑臂的前端引导滑轮8使线锯6的中间部分向前推进，并且在施加压切力的同时将计划的切割部分切割成预定深度。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2007255081A Method of boring continuous groove in reinforced concrete structure 有权
标题翻译：在连续混凝土结构中碾压连续槽的方法
公开(公告)号：JP2007255081A
公开(公告)日：2007-10-04
申请号：JP2006081621
申请日：2006-03-23
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： MARUYAMA NORIO , HAGIMORI KENJI , NISHIGUCHI KOJI , KUMAZAWA NOBUYASU
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To rapidly and efficiently bore a continuous groove by efficiently combining reinforcement part cutting with a wall saw and impact boring with an SD machine in partially demolishing/removing a reinforced concrete structure 1. SOLUTION: The arranged positions of reinforcements 3 are detected beforehand, and a continuous slit 6 is bored with the wall saw 10 from the surface 2 of the reinforced concrete structure to a part deeper than the detected disposed positions of the reinforcements along a ridgeline on one side of a continuous groove of predetermined width to be bored. Each reinforcement is separated at one part, and a position in the continuous groove of predetermined width to be bored, adjoining the slit is bored with an impact boring machine 20 from the surface of the reinforced concrete structure. The reinforcements in an area corresponding to the predetermined width are thereby cut/removed, and further the continuous groove 7 of predetermined depth is bored using the same impact boring machine. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过在钢筋混凝土结构1的部分拆除/移除中有效地将增强部件切割与壁锯和冲压镗孔与SD机进行有效地组合来快速有效地钻孔连续槽。解决方案：预先检测到加强件3的布置位置，并且连续的狭缝6与壁锯10从钢筋混凝土结构的表面2钻孔到比沿着一边的脊线的检测到的加强件的设置位置更深的部分预定宽度的连续凹槽要钻孔。每个加强件在一个部分分离，并且与冲压钻孔机20从钢筋混凝土结构的表面钻孔，邻接狭缝的预定宽度的连续槽中的位置被钻孔。因此，对应于预定宽度的区域中的加强件被切割/移除，并且使用相同的冲击钻孔机进一步钻出预定深度的连续槽7。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2005298889A Method for reconstructing blast furnace 有权
标题翻译：用于重新配置BLAST FURNACE的方法
公开(公告)号：JP2005298889A
公开(公告)日：2005-10-27
申请号：JP2004116050
申请日：2004-04-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： ENOKIDA TADAHIRO , TAKANO YOSHIHIRO , MARUYAMA NORIO , KUDO KOJI
IPC分类号： C21B7/00
摘要： PROBLEM TO BE SOLVED: To provide a reconstructing method with which the bottom part of a blast furnace is separated from a furnace foundation concrete of the blast furnace and in the case of removing the bottom part by holding up and separating from the setting place, the drop-down thereof into gap of a thermally worsened concrete is not developed and a gap for setting a lateral shifting means for the bottom part of the blast furnace can be secured.
SOLUTION: This reconstructing method is performed to the reinforcement for filling grout after setting a bar-like member 78 into a first through-hole 77 penetrating the lowermost step bedding beam 63, concrete layer 61a and the grout 64, set in the recessed part formed in the uppermost surface concrete layer 61a of the foundation concrete 61 of the blast furnace. A second through-hole 79 is bored in the horizontal direction in the foundation concrete at the lower side of the first through-hole and the foundation concrete is horizontally cut off at the position of the second through-hole and the bottom part 66 of the blast furnace are cut off and the gap 75 is formed by rising up the bottom part of the blast furnace with a hydraulic pressure jack 74 etc., and a shifting means, such as rollers, is set in the gap 75, and the bottom part of the blast furnace is laterally shifted.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种重建方法，其中高炉的底部与高炉的炉底混凝土分离，并且在通过夹持和分离设置来移除底部的情况下不会产生其下降到热变差的混凝土的间隙中，并且可以确保用于设定用于高炉底部的横向移动装置的间隙。解决方案：将棒状构件78设置在穿过最下层阶梯床层梁63，混凝土层61a和灌浆料64的第一通孔77中之后，对用于填充灌浆的加固件进行该重建方法。形成在高炉的基础混凝土61的最上表面混凝土层61a中的凹部。第二通孔79在第一通孔的下侧的基础混凝土中在水平方向上钻孔，并且基础混凝土在第二通孔和第二通孔的底部66的位置处水平地切断切断高炉，通过用液压千斤顶74等升高高炉底部而形成间隙75，并且在间隙75内设置有诸如滚子的移动装置，底部的高炉横向移动。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2003301469A Foundation structure having combination of long and short piles 审中-公开
标题翻译：具有长期和短期组合的基础结构
公开(公告)号：JP2003301469A
公开(公告)日：2003-10-24
申请号：JP2002106089
申请日：2002-04-09
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： SHIMODA KAZUTOSHI , FUKUMOTO TATSUYA , KOBAYASHI SHIGEO , MARUYAMA NORIO , HIRASHIMA YUTAKA
IPC分类号： E02D27/14 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To solve a problem of uneconomical or complicated foundation pile structure with regard to the security of the vertical support force in between a pile foundation structure and the super structure and security of the horizontal support force in an earthquake.
SOLUTION: A pile foundation structure of a construction on which a vertical force such as the own weight and a horizontal force such as an earthquake force act simultaneously, is constituted of a long piles 4 reaching the support layer 6 of the ground 2 and having both support functions of the vertical force and a short piles 11 stopping in the intermediate layer 5 upper than the support layer 6 and having a supporting function of the horizontal force. The pile heads 4a, 11a are connected to the foundation concrete 3 of the structure 1.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：解决桩基础结构与超级结构之间的垂直支撑力的安全性以及地震中水平支撑力的安全性的不经济或复杂的基桩结构问题。解决方案：一种结构的桩基础结构，其中诸如自重和诸如地震力的水平力的垂直力同时作用的构造由到达地面2的支撑层6的长桩4构成并且具有垂直力的两个支撑功能和在中间层5中停留在支撑层6上方的短桩11并具有水平力的支撑功能。桩头4a，11a连接到结构1的基础混凝土3.版权所有（C）2004，JPO

6. 发明专利

JP2012211476A Apparatus for inspecting inside of stack 有权
标题翻译：检查堆栈内的装置
公开(公告)号：JP2012211476A
公开(公告)日：2012-11-01
申请号：JP2011077774
申请日：2011-03-31
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： TSUJIMOTO KYOHEI , MARUYAMA NORIO , FURUNAGA TATSUHIRO , NAKANO HIDEKAZU
IPC分类号： E04H12/28 , F23J13/08
摘要： PROBLEM TO BE SOLVED: To provide an apparatus for inspecting the inside of a stack, which allows the deteriorated state of the stack to be easily and accurately inspected by the measurement of the inner wall surface of the stack even at high temperature.SOLUTION: An inspection apparatus for inspecting the deteriorated state of a stack 11 measures the inner wall surface in the upper end part of the stack 11 through a heat-resistant glass 17, using a measuring instrument 14 which is disposed in a measurement chamber 15 to be suspended inside the stack 11. The apparatus comprises an inner cylindrical body 18 and an outer cylindrical body 19, including a dual structured telescopic cylindrical body 20 which can be telescopically moved in the vertical direction by changing the overlapping length and the measurement chamber 15. The outer cylindrical body 19 is vertically slidable relative to the inner cylindrical body 18, so that the measurement chamber 15 is moved up and down. The discharged blast air through a blast opening 24 runs through the hollow inside of the telescopic cylindrical body 20 having a wire 13 and the hollow inside of the measurement chamber 15 via a vent hole 25 and an exhaust hole 27, while the measuring instrument 14 measures the inner wall surface of the stack 11.
摘要翻译：要解决的问题：提供一种用于检查堆的内部的装置，其允许通过即使在高温下的堆叠的内壁表面的测量来容易且准确地检查堆的劣化状态。解决方案：用于检查堆叠11的劣化状态的检查装置通过耐热玻璃17使用设置在测量中的测量仪器14来测量堆叠11的上端部的内壁表面室15悬挂在堆叠11内。该装置包括内筒体18和外筒体19，其包括双结构的伸缩筒体20，其可以通过改变重叠长度和测量方向在垂直方向上可伸缩地移动外筒体19相对于内筒体18可上下滑动，使得测量室15上下移动。通过鼓风口24排出的排出空气经由通气孔25和排气孔27穿过具有导线13和测量室15的中空内部的伸缩筒体20的中空内部，而测量仪14测量堆叠11的内壁表面。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2011190640A Drilling machine for reinforced concrete body, and method for drilling hole in the reinforced concrete body 有权
标题翻译：用于加固混凝土体的钻孔机，以及在加固混凝土体中钻孔的方法
公开(公告)号：JP2011190640A
公开(公告)日：2011-09-29
申请号：JP2010059100
申请日：2010-03-16
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： YAMADA YUKI , MARUYAMA NORIO , FURUNAGA TATSUHIRO , NAKANO HIDEKAZU
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a drilling machine for a reinforced concrete body, which has a single equipment constitution, which can drill a hole with proper workability in a reinforced concrete body by cutting off a reinforcement along a smooth cut surface and which enables efficient and rational execution of that work; and to provide a method for drilling the hole in the reinforced concrete body.
SOLUTION: This drilling machine for the reinforced concrete body includes: a drive section 2 for driving a rod 3; a large-diameter drilling bit 4 which is provided at the front end of the rod; a small-diameter drilling bit 5 which is protrusively provided ahead of the large-diameter drilling bit, and which drills a pilot hole in concrete in a position ahead of the large-diameter drilling bit along with the drilling of the hole in the concrete C by the large-diameter drilling bit, by the reciprocatory drive and rotational drive of the rod; and a reinforcement cutting bit which is formed like a hollow cylinder equal in outside diameter dimension to the large-diameter drilling bit, which has a ring-shaped bit portion provided at a front end, which is protrusively provided ahead of the large-diameter drilling bit, and which forms a ring-shaped cut groove in the concrete while cutting off the reinforcement R by the rotational drive of the rod.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于钢筋混凝土体的钻孔机，其具有单一的设备构造，其可以在钢筋混凝土体中通过沿着平滑的切割表面切割加强件来钻出具有适当可加工性的孔，这能够有效和合理地执行这项工作; 并提供一种在钢筋混凝土体中钻孔的方法。解决方案：该钢筋混凝土体的钻孔机包括：用于驱动杆3的驱动部分2; 设置在杆的前端的大直径钻头4; 一个小直径的钻头5，其突出地设置在大直径钻头的前方，并且在大直径钻头前面的位置钻出混凝土中的先导孔以及混凝土中的孔的钻孔通过大直径钻头，通过杆的往复驱动和旋转驱动; 以及加工切削刃，其形成为与外径尺寸相等的中空圆筒形成为大直径钻头，该大直径钻头具有设置在前端的环形钻头部，其突出地设置在大直径钻孔前面并且在混凝土中形成环形切割槽，同时通过杆的旋转驱动切断加强件R. 版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2011140810A Monitoring roof and method for forming reflected light path within monitoring roof 有权
标题翻译：监测屋顶和在监测室内形成反射光路的方法
公开(公告)号：JP2011140810A
公开(公告)日：2011-07-21
申请号：JP2010002236
申请日：2010-01-07
申请人： Material House:Kk , Nippon Steel Corp , 新日本製鐵株式会社 , 株式会社マテリアルハウス
发明人： ARAI HIDEO , MARUYAMA NORIO , SOHARA HIDEYUKI
IPC分类号： E04D13/03 , E04D13/16 , E04F17/06
摘要： PROBLEM TO BE SOLVED: To impart, to a monitoring roof having a ventilating effect, a natural lighting effect into a building by inexpensive and simple construction.
SOLUTION: A mirror reflection sheet material 11 is provided on each of a monitoring space inner surface part (the inner surface of an outer wall portion 2 and a bottom surface portion 1a) and a lower surface portion of an inner roof part 4 installed separately from the monitoring space inner surface portion, and a diffuse reflection sheet material 12 is provided on the upper surface portion of the inner roof part 4. Natural light incident through an upper opening 3 is guided to a lower opening 1b while being reflected on the diffuse reflection sheet material 12 or the mirror reflection sheet material 11, and diffused into the building through a louver unit 15.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过廉价且简单的结构，将具有通风效果的监控屋顶赋予建筑物自然的照明效果。解决方案：镜面反射片材11设置在监视空间内表面部分（外壁部分2和底表面部分1a的内表面）和内顶部分4的下表面部分并且在内顶部4的上表面部设置漫反射片材12.通过上开口3入射的自然光被引导到下开口1b，同时被反射到漫反射片材12或镜面反射片材11，并通过百叶窗单元15扩散到建筑物中。（C）版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2007255082A Method of boring continuous groove in reinforced concrete structure 有权
标题翻译：在连续混凝土结构中碾压连续槽的方法
公开(公告)号：JP2007255082A
公开(公告)日：2007-10-04
申请号：JP2006081643
申请日：2006-03-23
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： MARUYAMA NORIO , HAGIMORI KENJI , NISHIGUCHI KOJI , KUMAZAWA NOBUYASU
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To rapidly and efficiently bore a continuous groove by efficiently combining reinforcement part cutting with a wall saw and impact boring with an SD machine in partially demolishing/removing a reinforced concrete structure 1.
SOLUTION: The arranged positions of reinforcements 3 are detected beforehand, and two rows of continuous slits 6a, 6b are bored with the wall saw 10 from the surface 2 of the reinforced concrete structure to a part deeper than the detected disposed positions of the reinforcements along ridgelines 4a, 4b on both sides of the continuous groove of predetermined width to be bored. Each reinforcement is separated at two parts, and the inside of a region between the two rows of slits is hacked from the surface of the reinforced concrete structure to form the shallow continuous groove of predetermined width. Further, the continuous groove 7 of predetermined depth is bored with the impact boring machine 20.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过在钢筋混凝土结构1的部分拆除/移除中有效地将增强部件切割与壁锯和冲压镗孔与SD机进行有效地组合来快速有效地钻孔连续槽。解决方案：预先检测到加强件3的布置位置，并且将两排连续狭缝6a，6b从钢筋混凝土结构的表面2与壁锯10钻孔到比沿着脊线4a的加强件的检测到的设置位置更深的部分， 4b在预定宽度的连续槽的两侧被钻孔。每个加强件分成两部分，并且两排狭缝之间的区域的内部从钢筋混凝土结构的表面被劈开，以形成具有预定宽度的浅连续槽。此外，具有预定深度的连续槽7与冲击钻孔机20钻孔。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2010236265A Equipment for diagnosing inside of chimney 有权
标题翻译：用于诊断芝加哥内部的设备
公开(公告)号：JP2010236265A
公开(公告)日：2010-10-21
申请号：JP2009085327
申请日：2009-03-31
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： MARUYAMA NORIO , YAMADA YUKI , TSUJIMOTO KYOHEI , ICHIMARU HIROMI , FURUNAGA TATSUHIRO , NOMURA TOSHIYA
IPC分类号： E04H12/28
摘要： PROBLEM TO BE SOLVED: To provide equipment for diagnosing the inside of a chimney, which can accurately and efficiently perform internal diagnosis, for example, of a deteriorated state of an internal wall of the chimney in a high-heat state. SOLUTION: In a heat-resistant container 1, a television camera 7, which takes an image of the internal wall of the chimney A from windows provided on the four sides of the peripheral wall of the heat-resistant container 1, is arranged; and a slewing control device 9 for the heat-resistant container 1 is provided to bring about the state of constantly directing the shooting direction of each television camera 7 in a fixed direction. In addition, dry ice 4a is stored in the bottom of the heat-resistant container 1; the heat-resistant container 1 is suspended in the chimney A by a crane while being cooled by its vaporized cold air; the image taken by the television camera 7 in the position of the ascent/descent of the heat-resistant container 1 is recorded while the heat-resistant container 1 is lifted/lowered in the chimney A; and the deteriorated state of the inside of the chimney is diagnosed. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供用于诊断烟囱内部的设备，其可以准确和有效地进行内部诊断，例如处于高热状态的烟囱内壁的劣化状态。解决方案：在耐热容器1中，从设置在耐热容器1的周壁的四侧的窗口拍摄烟囱A的内壁的图像的电视摄像机7是安排; 并且设置用于耐热容器1的回转控制装置9，以使得不断地将每个电视摄像机7的拍摄方向指向固定方向的状态。此外，干冰4a储存在耐热容器1的底部; 通过起重机将耐热容器1悬挂在烟囱A中，同时通过其蒸发的冷空气冷却; 在耐热容器1在烟囱A中升降时，记录由电视摄像机7在耐热容器1的上升/下降位置拍摄的图像; 诊断烟囱内部的恶化状态。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