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31. 发明专利

JP2007185121A Method for producing plant-growing base material using soil containing coarse fragment 有权
标题翻译：使用包含粗糙碎片的土壤生产植物生长基质材料的方法
公开(公告)号：JP2007185121A
公开(公告)日：2007-07-26
申请号：JP2006004292
申请日：2006-01-12
申请人： Fatec:Kk , Kumagai Gumi Co Ltd , 株式会社ファテック , 株式会社熊谷組
发明人： OKADA TAKASHI , YOKOZUKA SUSUMU , ISHIGUCHI MASAMITSU , UNO SADAO
IPC分类号： A01G9/10 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a method for producing a plant-growing base material using soil containing coarse fragments which enables efficient utilization of clay particles falling in soil for producing the plant-growth base material, prevents the coarse fragments from breaking the blades of a mixer when stirring, and prevents the coarse fragments from falling down from a slope surface after sprayed.
SOLUTION: The method for producing plant-growing base material using soil containing coarse fragments comprises a first step of preparing about 300-600 liters of water per 1 m
3 of the plant-growing base material, a second step of producing the mixture of the without coarse fragment soil with water, and a third step 3 of mixing at least a mixture of the soil and the water, and an aggregation agent.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：待解决的问题：提供一种使用含有粗碎片的土壤生产植物生长基材的方法，其能够有效利用落在土壤中的粘土颗粒以产生植物生长基材，防止粗碎片破裂混合器的叶片搅拌时，防止粗碎片在喷涂后从斜面落下。解决方案：使用含有粗碎片的土壤生产植物生长基材的方法包括：第一步骤，每1m植物生长基材中制备约300-600升水，第二步是用水制造无粗碎片土壤的混合物，以及第三步骤3，至少混合土壤和水的混合物，以及聚集剂。版权所有（C）2007，JPO＆INPIT

32. 发明专利

JP2006176993A Hole drilling device 有权
标题翻译：孔钻机
公开(公告)号：JP2006176993A
公开(公告)日：2006-07-06
申请号：JP2004369906
申请日：2004-12-21
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWANAGA SHIGEJI , HARA MORIYA , INADA MASAKI , OKADA TAKASHI , NISHIMURA KIYOAKI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To accurately drive a long-sized steel pipe without enlarging a conventional excavator.
SOLUTION: This hole drilling device 10 has a rock drill 11, a guide cell 12 for mounting and sliding this rock drill 11, a slide centralizer 15 having a gripping member 16 installed in the guide cell 12 via an installation arm 17 and gripping the long-sized steel pipe 21 and a hydraulic cylinder 18 for expanding a distance between the gripping member 16 and the guide cell 12, and a lifting means 13 installed on a base 14 and lifting the guide cell 12. After inserting the steel pipe 21 into a guide pipe driven in the natural ground in front of a cutting face, the guide cell 12 is lifted by the lifting means 13. A distance between the gripping member 16 and the guide cell 12 is reduced by operating the hydraulic cylinder 18, and a connecting part of a hole drilling rod 30 is connected to the rock drill 11, and the steel pipe 21 is jacked in the natural ground.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在不扩大常规挖掘机的情况下，精确地驱动长型钢管。解决方案：该钻孔装置10具有凿岩机11，用于安装和滑动该凿岩机11的引导单元12，具有通过安装臂17安装在引导单元12中的夹持构件16的滑动扶正器15，以及夹持长尺寸的钢管21和用于扩大夹持构件16和导向单元12之间的距离的液压缸18，以及安装在基座14上并提升导向单元12的提升装置13.插入钢管 21引导到在切割面前面的自然地面中被驱动的导向管中，引导单元12被提升装置13提升。通过操作液压缸18来减小夹紧构件16与引导单元12之间的距离，孔钻杆30的连接部分与凿岩机11连接，钢管21被夹在天然地面上。版权所有（C）2006，JPO＆NCIPI

33. 发明专利

JP2005248656A Underground structure and method of constructing same 有权
标题翻译：地下结构及其构造方法
公开(公告)号：JP2005248656A
公开(公告)日：2005-09-15
申请号：JP2004063962
申请日：2004-03-08
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWANAGA SHIGEJI , NAKAKITA AKIHIRO , ARAKI AKIFUMI , MATSUMOTO SOTARO , OKADA TAKASHI , MATSUO TSUTOMU , TEZUKA HITOSHI
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing an underground structure which exerts sufficient strength and exhibits excellent workability.
SOLUTION: According to the method, when a plurality of cylinders are connected together so as to be along a cross-sectional shape of the underground structure 10 and inserted/embedded in the natural ground, the cylindrical bodies should be formed of square pipes 11, 12 each having a small cross section. Further the underground structure 10 is formed of a double-arched structure consisting of a first arched portion 11A and a second arched portion 12A arranged on an inner peripheral side of the first arched portion 11A via an intermediate ground portion 13, and the intermediate ground portion 13 being the natural ground between the arched portions is bound from above and below over the entire length of the constructed underground structure 10. Thus the first arched portion 11A as the outside arched portion, the intermediate ground portion 13 as the intermediate natural ground, and the second arched portion 12A as the inside arched portion are made deformable in one body with respect to bending moment applied thereto.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种施加足够强度并且显示出优异的可加工性的地下结构的方法。解决方案：根据该方法，当多个气缸沿着地下结构10的截面形状连接在一起并且插入/嵌入在自然地面中时，圆柱体应当由正方形管道11,12各自具有小横截面。此外，地下结构体10由双拱形结构构成，该双拱形结构由第一拱形部分11A和第二拱形部分12A组成，第一拱形部分11A和第二拱形部分12A经由中间接地部分13布置在第一拱形部分11A的内周侧，中间接地部分图13是拱形部分之间的自然地面，在构造的地下结构10的整个长度上从上下结合。因此，作为外部拱形部分的第一拱形部分11A，作为中间自然地面的中间接地部分13以及作为内部拱形部分的第二拱形部分12A相对于施加到其上的弯曲力矩在一个体中可变形。版权所有（C）2005，JPO＆NCIPI

34. 发明专利

JP2004339753A Construction method for vaulted type underground structural body 有权
公开(公告)号：JP2004339753A
公开(公告)日：2004-12-02
申请号：JP2003136225
申请日：2003-05-14
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWANAGA SHIGEJI , HARA MORIYA , INADA MASAKI , OKADA TAKASHI , MATSUO TSUTOMU , TEZUKA HITOSHI , NAKAKITA AKIHIRO , ARAKI AKIFUMI , MATSUMOTO SOTARO
IPC分类号： E21D9/04 , E21D9/00 , E21D9/01 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a vaulted type underground structural body capable of easily constructing the firm vaulted type underground structural body even if the shape of an arch section is flat. SOLUTION: While connecting a plurality of joint attached cylinder bodies 10 to each other inside of a bedrock 2 as the arch section of a tunnel, they are inserted/embedded along the arch section, at the same time, both end sides of each joint attached cylinder 10 are fixed to reaction force plates 5A and 5B provided to advancing drifts 1A and 1B, and after a bundle of steel wires 20 passing through a plurality of joint attached cylinder bodies 10 have been arranged along the arch section 4, the inside of the joint attached cylinder body 10 is filled with concrete to construct a preceding support 10R as the vaulted type underground structural body, and then, while taking reaction force with reaction force plates 5A and 5B, the fixed ends 20a and 20b of a bundle of steel wires 20 are fixed to the reaction force plates 5A and 5B in a state to operate tension on a bundle of steel wires 20 so as to operate compressive force on the preceding support 10R in advance. COPYRIGHT: (C)2005,JPO&NCIPI

35. 发明专利

JP2004238859A Injection device 有权
公开(公告)号：JP2004238859A
公开(公告)日：2004-08-26
申请号：JP2003027619
申请日：2003-02-04
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： IWANAGA SHIGEJI , HARA MORIYA , INADA MASAKI , OKADA TAKASHI , MATSUO TSUTOMU
IPC分类号： E02D3/12 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide an injection pipe device capable of shortening injection time of a ground solidifying agent with simple constitution.
SOLUTION: First and second double packers 12A, 12B provided with injection pipes 13 respectively connected to an injection liquid transport pipe 15 and having a plurality of injection holes 13s in the upper side faces, and two packers 14, 14 (14A, 14A, 14B, 14B) provided at the front and rear of the injection holes 13s of the injection pipes 13, are inserted in the inner side and front side of an outer pipe inserted in a borehole 51 excavated in the natural ground 50, to inject the ground solidifying agent by the first and double packers 12A, 12B.
COPYRIGHT: (C)2004,JPO&NCIPI

36. 发明专利

JPH11275957A Plant growth base and material for forming the same 失效
标题翻译：植物生长基质和形成它的材料
公开(公告)号：JPH11275957A
公开(公告)日：1999-10-12
申请号：JP9988498
申请日：1998-03-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： OKADA TAKASHI , ISHIGUCHI MASAMITSU , YOKOZUKA SUSUMU , KOBAYASHI MASAHIRO
IPC分类号： A01G1/00 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To obtain a material for the formation of the ground by mixing soil with woodchips so as to manifest nutrient supply early and maintain it for a long period, and also maintaining soil-reinforcing effect and soil-modifying effect over a long period, therefore useful in e.g. greening geographically developed land.
SOLUTION: This material for the formation of the ground is obtained by mixing soil with a plenty of woodchips with varied surface area so that the volume of the woodchips are pref. not greater than that of the soil; wherein the soil, to be used is e.g. topsoil after forest weeds and trees are cut away for the purpose of geographical development (or weathered soil under the topsoil), while the woodchips to be used are prepared by crushing trees removed from the above forest. It is preferable that this material is laid at a desired thickness on the ground of a geographically developed land.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：为了通过将土壤与木片混合而获得用于形成地面的材料，以便早期显示营养供应并长期保持，并且在长时间内保持土壤增强效果和土壤修饰效果期间，因此在例如绿化地理发展的土地。解决方案：用于形成地面的材料是通过将土壤与具有不同表面积的大量木片混合而获得的，使得木片的体积是优选的。不大于土壤; 其中待使用的土壤是例如。森林杂草和树木之间的表土被切割出来，用于地理发展（或表层土壤下的风化土壤），而使用的木片是通过破碎从上述森林中除去的树木来制备的。优选地，这种材料在地理上发育的土地的地面上被放置成所需的厚度。

37. 发明专利

JP2005008334A Jib crane 审中-公开
标题翻译： JIB起重机
公开(公告)号：JP2005008334A
公开(公告)日：2005-01-13
申请号：JP2003173230
申请日：2003-06-18
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： IWAMOTO NOBUHITO , OKADA TAKASHI
IPC分类号： B66C23/76
摘要： PROBLEM TO BE SOLVED: To provide a jib crane striking an optimal balance in a derricking operation.
SOLUTION: The jib crane 21 comprises a jib 27 disposed derrickably, a hydraulic cylinder 44 for derricking the jib 27, and a weight 66 that is disposed on the opposite side to the jib 27 with respect to the vertical line passing through the base end 27p of the jib and is connected with a wire 63 joined to the tip section side of the jib 27. The jib crane 21 comprises a frame member 48 for making the moving weight 66 driven by the derricking operation of the jib 27 and guiding it in the vertical direction.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供起重臂起重机在升降作业中达到最佳平衡。解决方案：起重臂起重机21包括设置在起重臂上的起重臂27，用于升降起重臂27的液压缸44和重物66，其相对于垂直线设置在起重臂27的相反侧，起重臂的基端部27p并与连接到起重臂27的前端部侧的线63连接。起重机21包括框架构件48，用于使由移动臂27的升降作业驱动的移动重物66和引导它在垂直方向。版权所有（C）2005，JPO＆NCIPI

38. 发明专利

JP2003053604A Manufacturing method and boring method of splice member, and sleeper for boring 审中-公开
标题翻译：乒乓球员的制造方法和镗孔方法，以及镗孔机
公开(公告)号：JP2003053604A
公开(公告)日：2003-02-26
申请号：JP2001244484
申请日：2001-08-10
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社
发明人： OKADA TAKASHI , KURIHARA MASAMI , HAMADA KEISUKE
IPC分类号： B23B41/00 , B23B51/08
摘要： PROBLEM TO BE SOLVED: To improve the production efficiency of a splice member which must be bored.
SOLUTION: A cut part 2 which is formed of an accumulated material such as cork is formed on a sleeper 1. A work 100 is disposed the sleeper 1 with the cut part 2 turned upwards. A drill 120 of a cutting machine has a cutting tip 122 installed in a protruding and accommodating manner on a side part 121. A manufacturing method of the splice member 100 used in a large structure comprises a step of boring a hole 103 in the work 100, and a step of performing chamfering, deburring, countersinking, and other finishing by the cutting tip 122 on an edge part 105 on a back side 104 of the hole 103.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提高必须钻孔的接头构件的生产效率。解决方案：在卧铺1上形成由诸如软木之类的堆积材料形成的切割部分2.工件100设置在切割部分2向上转动的轨枕1上。切割机的钻头120具有以突出和容纳的方式安装在侧面部分121上的切割尖端122.以大结构使用的接合部件100的制造方法包括对工件100中的孔103进行钻孔的步骤以及在孔103的背面104上的边缘部105上通过切割刀片122进行倒角，去毛刺，锪孔和其他精加工的步骤。

39. 发明专利

JP2003262100A VENTILATION DEVICE IN TUNNEL DURING CONSTRUCTION 审中-公开
公开(公告)号：JP2003262100A
公开(公告)日：2003-09-19
申请号：JP2002064777
申请日：2002-03-11
申请人： KUMAGAI GUMI CO LTD , RYUKI ENGINEERING KK
发明人： OKADA TAKASHI , HIROSE TOSHIBUMI , NISHIMURA AKIRA
IPC分类号： E21F1/08 , E21F1/14 , E21F5/20
摘要： PROBLEM TO BE SOLVED: To always clean air in all drifts leading from approximately 50 m rearward of a cutting face to a pit mouth regardless of advance of the cutting face. SOLUTION: Dust or the like generated at the cutting face 12 is blocked by an air curtain, and cleaned air always flows in the drift because dust or the like is collected with a dust collector 20. During tunnel blasting, damage is avoided by contracting a suction duct 24, during cutting face advance after the blasting, the suction dust 24 is extended, and an edge suction part 25 is made to near within 50 m of the cutting face. Ventilation working in the tunnel during construction can be continued without moving the dust collector 20 by repeating extension and contraction operation of the suction duct 24. COPYRIGHT: (C)2003,JPO

40. 发明专利

JP2001012187A RAPID SOIL DISCHARGE SYSTEM 失效
公开(公告)号：JP2001012187A
公开(公告)日：2001-01-16
申请号：JP18580599
申请日：1999-06-30
申请人： KUMAGAI GUMI CO LTD
发明人： MITARAI YOSHIO , OKADA TAKASHI , TAKABA TSUNEKI , YASUKAWA YOSHIHIRO , KAKIUCHI YUKIO , KAMIYAMA HIDEO , NAKAKITA AKIHIRO
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a construction system capable of removing working face muck discharge soil at a high speed by eliminating interruption and stand-by of discharge soil loading work and providing the maximum ability of a loading machine having a large capacity. SOLUTION: This system rapidly discharging discharge soil such as muck produced after digging by a self-running type crusher out of a pit consists of a loading machine 19, a temporary loading device 20 in which discharge soil scooped by the loading machine 19 is put, a conveyor 20b attached to the temporary loading device 20, a turnable belt conveyor 17 attached to a front part of the self-running type crusher 1 connected with the conveyor 20b, a parting device 18 which is connected with a conveyor 14 attached to a rear part of the self-running type crusher 1 and swings to the right and left, cartridge type loading devices 21a, 21b for transportation which load discharge soil by parting by the parting device 18 and stand by behind the self-running type crusher 1, and a truck 22 carrying the cartridge type loading devices 21a, 21b for transportation out of the pit.

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