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

JP2008308855A Construction method for lining concrete, and lining concrete structure 审中-公开
标题翻译：混凝土结构施工方法及混凝土结构
公开(公告)号：JP2008308855A
公开(公告)日：2008-12-25
申请号：JP2007156690
申请日：2007-06-13
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NAKATO TAKAAKI , ISO YOSHINOBU , INOUE MAKOTO , MORINO HIROYUKI , FUKAWA YOSHIFUMI , FUJII TAKESHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for lining concrete which is formed in such a shape that a portion abutting on a lower section of a tunnel is opened.
SOLUTION: In this construction method, the portion abutting on the lower section of the tunnel 1 can be spread in an opened state along an inner wall surface of the lining concrete 30 to be constructed; a plurality of telescopic type forms 10, the diameters of which can be reduced toward the center of the tunnel 1, are connected together in a length direction in a spread state; the concrete 30 is placed on a portion which abuts on the outer periphery of at least one 10, positioned at the placing-progress-direction front end of the concrete, of the connected telescopic type forms 10; the placed concrete 30 is cured; and at least one 10 of the connected telescopic type forms 10 is connected in the state of being moved further ahead of the at least one telescopic type form 10 at the placing-progress-direction front end. The above operations are repeated so that the lining concrete 30 can be constructed along an inner wall of a hole of the tunnel 1. Supporting concrete 31 is constructed on both the sides of the lower section of the inside of the tunnel 1, and both ends of the telescopic type form 10 are supported by the supporting concrete 31.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种以混合物的下部形成的部分的形状形成的混凝土的施工方法。解决方案：在该施工方法中，与隧道1的下部邻接的部分能够沿着要构造的衬里混凝土30的内壁面在打开状态下扩展; 能够朝向隧道1的中心减小直径的多个伸缩式形式10在扩展状态下沿长度方向连接在一起; 将混凝土30放置在与所连接的伸缩式10形式的位于混凝土的放置前进方向前端的至少一个10的外周上的部分上; 放置的混凝土30固化; 并且连接的伸缩式10中的至少一个10在进给方向前端处于至少一个伸缩式10的前方的状态下连接。重复上述操作，使得衬里混凝土30可以沿着隧道1的孔的内壁构造。支撑混凝土31构造在隧道1内部的下部的两侧，并且两端伸缩型10由支撑混凝土31支撑。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2008302507A Method for determining compounding ratio of fine shotcrete powder and method for determining addition ratio between shotcrete and thickener for shotcrete determined by the method 有权
标题翻译：用于确定精细发泡粉末的复合比例的方法和用于确定通过该方法确定的成像机的印刷机和加厚机之间的添加比例的方法
公开(公告)号：JP2008302507A
公开(公告)日：2008-12-18
申请号：JP2007149290
申请日：2007-06-05
申请人： Livecon Engineering Co Ltd , Ohbayashi Corp , リブコンエンジニアリング株式会社 , 株式会社大林組
发明人： ISO YOSHINOBU , INOUE MAKOTO , FURUYA YOSHINOBU , SAKURAI KUNIAKI , TAMURA TADAAKI , ITO YUJI , KADOKURA SATOSHI , TAKANO KOICHI
IPC分类号： B28C7/04 , C04B14/28 , C04B18/08 , C04B18/14 , C04B28/02 , E21D11/10 , G01N11/00
CPC分类号： Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To determine the compounding-addition ratio of fine powder or a thickener without carrying out a spray test in each construction field or minimizing, to thereby reduce costs. SOLUTION: Shotcrete with a rebound reduced is produced by incorporating cement blended in a prescribed ratio, water, a fine aggregate, and coarse aggregate and blending/kneading fine limestone powder. With regard to the blending of mortar excluding the coarse aggregate of the shotcrete, a plurality of kinds of mortar are produced by replacing part of the fine aggregate with the fine powder, changing the content of the fine powder in turn, blending, and kneading. A fluidity test and a viscosity test concerning a plurality of kinds of the mortar are carried out, curves indicating the characteristics of the fluidity and the viscosity is obtained, and the inflection points P1 and P2 of the fluidity and the viscosity are detected. A compounding amount in the mortar is determined by the compounding ratio of the fine powder on the vicinity of the inflection point P1 or P2 of the fluidity or the viscosity. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了确定在每个结构领域中不进行喷雾试验的细粉末或增稠剂的配混添加比例或最小化，从而降低成本。
解决方案：通过混合以规定比例混合的水泥，水，细骨料和粗骨料，混合/混炼细石灰石粉，生产回弹减少的喷浆混凝土。关于除了喷浆混凝土的粗骨料之外的砂浆的混合，通过用微细粉末代替一部分细骨料，依次改变微粉的含量，混合和捏合来制造多种砂浆。进行关于多种砂浆的流动性试验和粘度试验，得到表示流动性和粘度特性的曲线，检测流动性和粘度的拐点P1，P2。砂浆中的配混量是通过在拐点P1附近的细粉末的混合比或流动性的粘度或粘度来确定的。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2008069531A Drilling system for ground, and drilling method using it 有权
标题翻译：用于地面的钻孔系统和使用它的钻孔方法
公开(公告)号：JP2008069531A
公开(公告)日：2008-03-27
申请号：JP2006247904
申请日：2006-09-13
申请人： Koken Boring Mach Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , 日特建設株式会社 , 株式会社大林組 , 鉱研工業株式会社
发明人： NAKATO TAKAAKI , ISO YOSHINOBU , ABE TOMOHIKO , MORI HIROAKI , SHINJO JUN , AOYAMA MASAICHI
IPC分类号： E21B7/00
摘要： PROBLEM TO BE SOLVED: To provide a drilling system and a drilling method, which enable a hole to be drilled in the ground without the outflow of artesian ground water in the ground. SOLUTION: This drilling system 1 for the ground comprises: an excavating means 2 for excavating the hole in the ground; a water supply means 3 for supplying excavation water into the excavating means 2; a drainage means 4 for discharging slurry discharged from the excavating means 2 and containing sediment produced by drilling the hole; and a control means 5 for controlling the flow rate of the excavation water supplied by the water supply means, and that of the slurry discharged by the drainage means 4. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钻孔系统和钻孔方法，其能够在地面钻孔而不会在地面中流出自流式地下水。解决方案：该地面钻井系统1包括：用于挖掘地面上的孔的挖掘装置2; 用于向挖掘装置2供给挖掘水的供水装置3; 排出装置4，用于排出从挖掘装置2排出的泥浆并且含有钻孔所产生的沉积物; 以及控制装置5，用于控制由供水装置供应的挖掘水的流量以及由排水装置4排出的浆料的流量。（C）2008年，JPO和INPIT

4. 发明专利

JP2013221240A Tunnel widening method and tunnel widening structure 有权
标题翻译：隧道施工方法及隧道施工结构
公开(公告)号：JP2013221240A
公开(公告)日：2013-10-28
申请号：JP2012091167
申请日：2012-04-12
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAKAHAMA TATSUYA , FUJII TAKESHI , ISO YOSHINOBU , ITO KATSUYA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To enable tunnel widening work with good constructing efficiency.SOLUTION: A tunnel widening method includes executing a first step of driving first anchor bolts 27 into the natural ground side faces of a region 23 formed by excavation in tunnel axial directions to form first trench-shaped regions, and constructing predetermined-width first skeletons in the first trench-shaped regions, a second step of, while excavating a natural ground 1 ranging from widening scheduled positions adjacent to the first trench-shaped regions at predetermined intervals to the outside of a tunnel, into predetermined-width trench shapes, fixing to the natural ground side faces the ends of the first anchor bolts 27 exposed to one natural ground side face of the region formed by the excavation to form tie-rods, driving anchor bolts in the other natural ground side face of the region in the tunnel axial directions to form second trench-shaped regions, and constructing predetermined-width second skeletons in the second trench-shaped regions, and a third step of excavating the natural ground integrated with the tie-rods while removing the tie-rods, and constructing skeletons between the first skeletons and the second skeletons.
摘要翻译：要解决的问题：使隧道加宽工作具有良好的构造效率。解决方案：隧道扩宽方法包括执行第一步骤，将第一锚定螺栓27驱动到通过隧道轴向方向挖掘形成的区域23的自然地面侧面，形成第一沟槽状区域，并且在第一沟槽状区域中构造预定宽度的第一骨架，第二步骤，在以预定间隔从与第一沟槽状区域相邻的预定位置变宽的自然地面1挖掘时，隧道的外部形成预定宽度的沟槽形状，固定到自然地面，面向暴露于由挖掘形成的区域的一个自然地面侧面的第一锚定螺栓27的端部，以形成拉杆，驱动锚螺栓在隧道轴向方向上的区域的另一自然地面侧，形成第二沟槽状区域，构成预定宽度在第二沟槽状区域中的第二骨架，以及在移除拉杆的同时挖掘与拉杆一体化的自然地面并在第一骨架和第二骨架之间构造骨架的第三步骤。

5. 发明专利

JP2011127310A Pipe connection structure for reinforcing natural ground 审中-公开
标题翻译：用于加固自然地面的管道连接结构
公开(公告)号：JP2011127310A
公开(公告)日：2011-06-30
申请号：JP2009285451
申请日：2009-12-16
申请人： Higashio Mech Co Ltd , Nippon Steel Corp , Ohbayashi Corp , Tmc:Kk , 新日本製鐵株式会社 , 東尾メック株式会社 , 株式会社ティーエムシー , 株式会社大林組
发明人： ISO YOSHINOBU , KINASHI HIDEO , KAMIYA NOBUKI , ITO SATORU , SATO SATORU , MOTEGI YUKI , TAKAGI MASATAKA , OKAMOTO YORIAKI , MIMURA DAISUKE , YASUDA AKIO
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a pipe connection structure which enables a natural ground reinforcing pipe to be easily and quickly connected at site without welding and which makes the natural ground reinforcing pipe hard to be disconnected. SOLUTION: A projection 20 for locking is provided to the end part inner peripheral surface of the natural ground reinforcing pipe 1 so as to project therefrom. An L-shaped groove part 33 is formed in a joint 3 inserted onto the pipe 1. The projection 20 for locking is inserted into the L-shaped groove part 33. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种管道连接结构，其能够使天然地面加强管在现场容易且快速地连接而不会焊接，并且使得天然地面加强管难以断开。解决方案：用于锁定的突起20设置在自然地面加强管1的端部内周表面上，以从其突出。 L形槽部33形成在插入管1的接头3中。用于锁定的突起20插入L形槽部33中。（C）2011，JPO＆INPIT

6. 发明专利

JP2007107266A Stabilization method of tunnel excavation surface 有权
标题翻译：隧道掘进面稳定方法
公开(公告)号：JP2007107266A
公开(公告)日：2007-04-26
申请号：JP2005298899
申请日：2005-10-13
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIZUNO NOBORU , KUWATA NOBUYOSHI , WAKIZAKA OSAMU , ISO YOSHINOBU , ONISHI YASUYUKI , FURUYA YOSHINOBU
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a stabilization method of a tunnel excavation surface good in respect of safety and environment capable of finely maintaining a shape of the excavation surface until a concrete is sprayed after the excavation without peeling the excavation surface by spraying a spray material and also setting it in a short time, at the same time, shortening necessary construction time by making it possible to carry out spraying and setting of the spray material within a short time and finely carrying out.
SOLUTION: In the method stabilizing the excavation surface 12 by spraying a concrete on the tunnel excavation surface 12, the excavation surface 12 is sprayed with an acrylic acid based chemical in the shape of a fine mist before the concrete spraying, a surface layer is made to permeate and cure to form a shell 46 in the surface layer, and then, the concrete is sprayed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供隧道开挖面的稳定化方法，在安全和环境方面能够精细地保持挖掘面的形状，直到在挖掘之后喷射混凝土，而不会通过喷射剥离开挖面喷雾材料并且在短时间内进行设置，同时通过使得可以在短时间内进行喷涂和设置，并且精细地进行，缩短了必要的施工时间。解决方案：在通过在隧道挖掘面12上喷涂混凝土来稳定挖掘面12的方法中，在混凝土喷射之前，将开采面12喷射为细雾状的丙烯酸类化学物质，表面使层渗透并固化以在表层中形成壳体46，然后喷涂混凝土。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2013221241A Tunnel widening method and tunnel widening structure 有权
标题翻译：隧道施工方法及隧道施工结构
公开(公告)号：JP2013221241A
公开(公告)日：2013-10-28
申请号：JP2012091168
申请日：2012-04-12
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAKAHAMA TATSUYA , FUJII TAKESHI , ISO YOSHINOBU , ITO KATSUYA
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To enable tunnel widening work with good constructing efficiency.SOLUTION: A tunnel widening method includes executing a first step of performing the installation of pipe roofs 16 on a natural ground 1 in tunnel axial directions and chemical injection thereinto to apply water stop treatment to widening scheduled positions, a second step of driving first anchor bolts 27 into the natural ground side faces of a region 23 formed by excavation in the tunnel axial directions to form first trench-shaped regions, and constructing predetermined-width first skeletons in the first trench-shaped regions, a third step of, while excavating the natural ground 1 ranging from the first trench-shaped regions into predetermined-width trench shapes, fixing to the natural ground side faces the ends of the first anchor bolts 27 exposed to one natural ground side face of the region formed by the excavation to form tie-rods, driving anchor bolts in the other natural ground side face of the region in the tunnel axial directions to form second trench-shaped regions, and constructing predetermined-width second skeletons in the regions, and a fourth step of excavating the natural ground integrated with the tie-rods while removing the tie-rods, and constructing skeletons.
摘要翻译：要解决的问题：使隧道拓宽工作具有良好的构造效率。解决方案：隧道拓宽方法包括执行在隧道轴向上在自然地面1上安装管道屋顶16并在其中进行化学注入以施加水的第一步骤停止处理以扩大预定位置，第二步骤将第一锚定螺栓27驱动到通过在隧道轴向方向上挖掘而形成的区域23的自然地面侧面中，以形成第一沟槽状区域，并且构建预定宽度的第一骨架第一沟槽区域，第三步骤，在从第一沟槽状区域到预定宽度的沟槽形状挖掘自然地面1的同时，固定到自然地面，面向第一锚定螺栓27的暴露于通过挖掘形成的区域的一个自然地面侧面形成拉杆，在t的另一自然地面侧面驱动地脚螺栓在区域中形成第二沟槽状区域，并且在该区域中构造预定宽度的第二骨架;以及第四步骤，在移除拉杆的同时挖掘与拉杆一体化的自然地面，并构造骨骼。

8. 发明专利

JP2011074676A Tunnel construction method and tunnel constructed by the method 有权
标题翻译：隧道施工方法和隧道施工方法
公开(公告)号：JP2011074676A
公开(公告)日：2011-04-14
申请号：JP2009228009
申请日：2009-09-30
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ISO YOSHINOBU , SAITO ARISA
IPC分类号： E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method which is not affected by geological conditions and is excellent in economic efficiency, and to provide a tunnel constructed by the construction method. SOLUTION: A new tunnel 1 comprises a widened tunnel portion 4 constructed by widening an existing tunnel 3, and a branch tunnel portion 5 branching from the widened tunnel portion 4. The widened tunnel portion 4 comprises a first zone M whose cross sectional size is constant, and a second zone N whose cross sectional size becomes gradually larger. The branch tunnel portion 5 is constructed so as to branch from the inside of the widened tunnel portion 4 at a predetermined angle toward the deep portion of the natural ground E from a predetermined point 6 located at the end of the widened tunnel portion 4. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供不受地质条件影响，经济效益优良的隧道施工方法，并提供施工方法施工的隧道。解决方案：新的隧道1包括通过加宽现有隧道3而构成的加宽隧道部分4以及从加宽的隧道部分4分支的分支隧道部分5。加宽的隧道部分4包括第一区域M，其横截面尺寸恒定，横截面尺寸逐渐变大的第二区域N。分支隧道部分5被构造成从加宽的隧道部分4的内部以预定角度从位于加宽的隧道部分4的端部处的预定点6朝向自然地面E的深部分布。 P>版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2010216125A Method for constructing penetrating pit in existing dam body 有权
标题翻译：用于在现有的AM体中构造TING坑的方法
公开(公告)号：JP2010216125A
公开(公告)日：2010-09-30
申请号：JP2009063255
申请日：2009-03-16
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANAI MAKOTO , TSUCHIYA KOSABURO , FUJIWARA SOICHI , FUJI TADAAKI , ISO YOSHINOBU , NAGAHISA KAZUMASA , IDE KAZUFUMI , OKAJIMA TOYOYUKI , TOKUNAGA ATSUSHI
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide a method for inexpensively constructing a penetrating pit in an existing dam body in a short period.
SOLUTION: A gate 4 is housed inside a cofferdam 1, which is composed of a shell body with an opening 1a, in such a manner as to be attachable/detachable by a fixing means 6. The cofferdam 1 is lowered in a suspended state by a crane etc.; and the opening 1a of the cofferdam 1 is arranged in the state of contact with the dam body 9. Water in the cofferdam 1 is discharged by a lifting pump etc. via a pipe 7, so that the opening 1a can be brought into close contact with the dam body 9. Subsequently, a water passage 2 passing through the dam body 9 is constructed from a downstream side; and the inside of the cofferdam 1 and the downstream side of the dam body 9 communicate with each other. The gate 4 housed in the cofferdam 1 in advance is mounted in a predetermined position in the dam body 9.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在短时间内廉价地构建现有坝体中的穿透坑的方法。解决方案：门4被安装在围堰1内，该围堰1由具有开口1a的壳体组成，以便通过固定装置6可附接/拆卸。围堰1下降起重机悬挂状态等; 并且围堰1的开口部1a以与坝体9接触的状态配置。通过管道7，通过升降泵等将围堰1中的水排出，使得开口1a能够紧密接触随后，通过坝体9的水通道2从下游侧构成; 围堰1的内侧和坝体9的下游侧相互连通。预先安装在围堰1中的门4安装在坝体9中的预定位置。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2007332720A Construction method for underground structure 有权
标题翻译：地下结构施工方法
公开(公告)号：JP2007332720A
公开(公告)日：2007-12-27
申请号：JP2006168346
申请日：2006-06-19
申请人： Hazama Corp , Japan Construction Mechanization Association , Maeda Corp , Ohbayashi Corp , Shimizu Corp , Taisei Corp , 前田建設工業株式会社 , 大成建設株式会社 , 株式会社大林組 , 株式会社間組 , 清水建設株式会社 , 社団法人日本建設機械化協会
发明人： RYOKE KUNIYASU , KANEKO KENICHI , YASUI NARUTOYO , ISO YOSHINOBU , KIUCHI TSUTOMU , TAKENOUCHI YASUAKI , MATSUI YOSHIHIKO
IPC分类号： E21D13/02 , E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground structure capable of constructing the underground structure comprised of a small-cross-section tunnel group even if a vertical shaft is not constructed. SOLUTION: This is a method for constructing a widened part 100 by surrounding a natural ground 6 with a small-cross-section tunnel group 10 coupled with side surfaces of a plurality of small-cross-section tunnels 111,121,131 and 141 and by excavating the surrounded natural ground. After excavating with a shield machine 21 which is provided with a plurality of small-cross-section shield machine, the plurality of small-cross-section tunnels is constructed with intervals by excavating with the plurality of small-cross-section shield machines toward one of the end 100a of the both ends 100a and 100b in a longitudinal direction of the widened part 100 and similarly by excavating toward the other end 100b so that the small-cross-section tunnel group coupled with the side surfaces is formed by constructing a small-cross-section tunnel 131 between a small-cross-section tunnel 111 previously constructed. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种即使没有构造竖直轴也能构造由小截面隧道组构成的地下结构的地下结构的施工方法。解决方案：这是一种用于通过围绕天然地面6来构造加宽部分100的方法，其中小截面隧道组10与多个小截面隧道111,121,131和141的侧表面耦合，并且由挖掘周围的自然景观。在用设有多个小截面屏蔽机器的屏蔽机21进行挖掘之后，通过与多个小横截面屏蔽机器一起挖掘而形成多个小横截面的隧道。两端部100a，100b的端部100a沿加宽部100的长度方向延伸，同样地向另一端100b挖掘，与侧面结合的小截面通道组通过构成小型 - 预先构造的小截面隧道111之间的横截面隧道131。版权所有（C）2008，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