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1. 发明专利

JP2014004769A Estimation system and method for slump value of ready mixed concrete, mixer, truck mixer, and grasping system for slump value of ready mixed concrete 有权
标题翻译：准备混合混凝土，混合机，卡车混合机和混合混合混合机的SLUMP价值的估算系统和方法
公开(公告)号：JP2014004769A
公开(公告)日：2014-01-16
申请号：JP2012142134
申请日：2012-06-25
申请人： Ohbayashi Corp , 株式会社大林組 , Kayaba Ind Co Ltd , カヤバ工業株式会社
发明人： SHIMADA NORIHIRO , NIIMURA AKIRA , TAKAHASHI YOSHIMITSU , TANAKA KAZUNORI , KATSUKI JUN
IPC分类号： B28C5/42 , G01N33/38
摘要： PROBLEM TO BE SOLVED: To estimate a slump value of ready mixed concrete more accurately.SOLUTION: There is provided an estimation system 100 for slump value of ready mixed concrete that estimates a slump value of ready mixed concrete cast in a drum 22 of a truck mixer 10, the system including an oil pressure measurement part which measures drive oil pressure of a hydraulic motor 24 driving and rotating the drum 22, an angle measurement part which measures a tilt angle of the truck mixer 10 in a front-rear direction, a storage part which stores relation information representing the relation among drive oil pressure, a tilt angle, and a slump value, and a slump value calculation part which calculates a slump value corresponding to the drive oil pressure measured by the oil pressure measurement part and the tilt angle measured by the angle measurement part based upon the relation information stored in the storage part.
摘要翻译：要解决的问题：更准确地估计准备混合混凝土的坍落度值。解决方案：提供了一种估计系统100，用于预混混凝土的坍落度值，其估计在卡车的滚筒22中的混合混凝土浇铸的坍落度值混合器10，包括测量驱动和旋转滚筒22的液压马达24的驱动油压的油压测量部的系统，测量卡车混合机10在前后方向上的倾斜角度的角度测量部，存储表示驱动油压，倾斜角度和坍落度值之间的关系的关系信息的存储部，以及计算与由油压测量部测量的驱动油压对应的坍落度值和倾斜值的坍落度计算部基于存储在存储部中的关系信息由角度测量部分测量的角度。

2. 发明专利

JP2014159503A Production method of foundation injection material, and foundation improving method 审中-公开
标题翻译：基础注射材料的生产方法和基金改进方法
公开(公告)号：JP2014159503A
公开(公告)日：2014-09-04
申请号：JP2013029951
申请日：2013-02-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MIURA TOSHIHIKO , MATSUMOTO SHIN , NIIMURA AKIRA
IPC分类号： C09K17/10 , C09K17/02 , C09K103/00 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a production method of a foundation injection material in which high permeation performance can be realized.SOLUTION: A dispersant is added into nanobubble water in which nanobubbles of air exist being dissolved to make a mixed water 51. The mixed water 51 is input into a slurry tank 53 in which ultrafine particle cement is input and mixed by a mixer 54, thereby a foundation injection material 55 is manufactured. The nanobubble water in which sea water in which the nanobubbles are dissolved can be used. In addition, the foundation injection material 55 is injected into a foundation G of an improvement object.
摘要翻译：要解决的问题：提供可以实现高渗透性能的基础注射材料的制造方法。解决方案：将分散剂加入其中溶解有空气的纳米气泡以制成混合水的纳米气泡中。混合将水51输入到通过混合器54输入并混合超细粒子水泥的浆料槽53中，从而制造基础注射材料55。可以使用其中溶解有纳米气泡的海水的纳米气泡水。此外，将基础注射材料55注入到改进对象的基础G中。

3. 发明专利

JP2013007169A Back-filling layer having water permeability partially and method for forming the same 有权
标题翻译：具有水渗透性的后填充层及其形成方法
公开(公告)号：JP2013007169A
公开(公告)日：2013-01-10
申请号：JP2011138721
申请日：2011-06-22
申请人： Ohbayashi Corp , 株式会社大林組 , Taiheiyo Shield Mechanics Co Ltd , 太平洋シールドメカニクス株式会社
发明人： TANAKA YOSHIHIRO , YASHIRO TSUTOMU , NIIMURA AKIRA , TAJIMA TAKATOSHI , HIROWATARI TAKASHI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To easily form a back-filling layer with water permeability.SOLUTION: Back-filling materials (U1 and U2) in a flow state are injected in a space (tail void 3) between a lining body 2 in a foundation G and the foundation G and is hardened, so that a back-filling layer 4 is formed to cover the outer peripheral surface of the lining body 2. The back-filling layer 4 comprises a water permeable part 5 which is formed in a part in the circumferential direction by the injection of the water permeable back-filling material U1 and which has a water passage thereinside, and a non-permeable part 6 which is formed in the other part in the circumferential direction by the injection of the non-permeable back-filling material U2 and which does not have a water passage thereinside.
摘要翻译：要解决的问题：容易地形成具有透水性的填充层。解决方案：流动状态的背部填充材料（U1和U2）被注入到基础G中的衬里主体2和基础G之间的空间（尾部空隙3）中，并且被硬化，填充层4形成为覆盖衬里主体2的外周面。背面填充层4包括透水部5，其通过注入透水性填充材料而在圆周方向上形成为一部分 U1，并且其内部具有水通道;以及不透水部分6，其通过注射非透过性填充材料U2而在周向方向上形成在另一部分中，并且其内部没有水通道。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2012086992A Method for producing mixed material, and method for producing cement composition 审中-公开
标题翻译：生产混合材料的方法，以及用于生产水泥组合物的方法
公开(公告)号：JP2012086992A
公开(公告)日：2012-05-10
申请号：JP2010232963
申请日：2010-10-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IRIYA KEISHIRO , NIIMURA AKIRA , TAKEDA NOBUNORI , KOBAYASHI TOSHIMITSU , ICHINOSE KENICHI
IPC分类号： C04B28/08 , C04B7/153 , C04B18/08 , C04B18/14
CPC分类号： Y02P40/143 , Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a method for producing a mixed material suitable for production of a cement composition capable of attaining compatibility between reduction of COemission, strength development and quality securement, or the like.SOLUTION: The mixed material as much as 100 pts. wt is produced by mixing together 5-30 pts. wt. cement, 0-20 pts. wt. silica fume, 0-50 pts. wt. fly ash and 42-75 pts. wt. blast furnace slag.
摘要翻译：解决问题的方法：提供一种适用于生产水泥组合物的混合材料的制造方法，所述混合材料能够在CO 2 质量保证等。
解决方案：混合材料高达100点。通过混合5-30个点产生wt。重量。水泥，0-20点。重量。硅粉，0-50磅。重量。飞灰和42-75点。重量。高炉渣。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2009121099A Cast-in-place lining shield method and shield machine 有权
标题翻译： CAST-IN-PLACE LINING SHIELD方法和屏蔽机
公开(公告)号：JP2009121099A
公开(公告)日：2009-06-04
申请号：JP2007294615
申请日：2007-11-13
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TANAKA MASAKI , NIIMURA AKIRA , MIKI KEIZO
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a cast-in-place lining shield method which contributes to formation of a thin thickness of a lining concrete layer without causing degradation of a concrete force-feeding ability and without clogging a pipe line of a concrete placing pipe, and to provide a shield machine. SOLUTION: According to the cast-in-place lining shield method, an inner form 4 is set along a tunnel internal peripheral surface 10 by a rear end of a skin plate 2 of the shield machine, and an end portion of a concrete placement space 10 defined by the tunnel internal peripheral surface and the inner form is blocked with an end form 5 arranged between the skin plate and the inner form, and movable in forward and backward directions. The end form 5 has formed therein an elliptic concrete placing hole 9 that extends along a circumferential direction thereof, and the concrete placing pipe 11 having a pipe line cross sectional area almost equal to an opening cross sectional area of the placing hole, is connected to the placing hole, followed by force-feeding and placing the concrete from a concrete pump through the placing pipe. The concrete C filled in the concrete placement space is pressurized to a predetermined value by the end form. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种现浇衬里屏蔽方法，其有助于形成衬里混凝土层的薄的厚度，而不会导致混凝土加力能力的降低并且不会堵塞管道的管线混凝土浇筑管，并提供盾构机。解决方案：根据现浇衬里屏蔽法，内部形式4通过屏蔽机器的皮肤板2的后端沿隧道内周面10设置，并且端部由隧道内周面和内部形状限定的混凝土放置空间10以布置在表皮板和内部形式之间的端部形式5阻挡，并且可沿前后方向移动。端部5形成有沿圆周方向延伸的椭圆形混凝土放置孔9，具有几乎等于放置孔的开口横截面积的管道横截面积的混凝土浇筑管11连接到放置孔，然后强制进给，并将混凝土从混凝土泵通过放置管。填充在混凝土放置空间中的混凝土C通过端部形式被加压到预定值。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2013136700A Grouting material kneaded and mixed with seawater, and method for improving ground 有权
标题翻译：与海水混合并混合的材料和改进地基的方法
公开(公告)号：JP2013136700A
公开(公告)日：2013-07-11
申请号：JP2011288919
申请日：2011-12-28
申请人： Ohbayashi Corp , 株式会社大林組 , Nittoc Constr Co Ltd , 日特建設株式会社 , Nippon Steel & Sumikin Cement Co Ltd , 日鉄住金セメント株式会社
发明人： MATSUMOTO SHIN , NIIMURA AKIRA , TOMOE NAOTO , NAKAJIMA MASAKAZU , KANAZAWA TOMOHIKO
IPC分类号： C09K17/44 , C04B22/08 , C04B24/20 , C04B28/02 , C09K17/02 , C09K17/06 , C09K17/10 , C09K17/14 , E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a grouting material in which a cementitious material and a dispersant are kneaded and mixed with seawater, wherein the decrease of fluidity can be controlled, and the injection can be performed over an sufficient breadth.SOLUTION: The grouting material is made by mixing and kneading a cementitious material and a dispersant, and kneading and mixing them with water. Seawater is used as the kneading and mixing water, and a nitrite is used to improve fluidity as a special admixture. Calcium nitrite is suitably used as the nitrite. As for a dispersant, a naphthalenesulfonic acid-based surfactant is suitably used.
摘要翻译：要解决的问题：为了提供一种其中水泥材料和分散剂与海水混合并与其混合的灌浆材料，其中可以控制流动性的降低，并且可以在足够的宽度上进行注射。解决方案：灌浆材料通过混合和捏合水泥质材料和分散剂，并将其与水混合并混合而制成。使用海水作为混合和混合水，并且使用亚硝酸盐来提高作为特殊混合物的流动性。亚硝酸亚铁适合用作亚硝酸盐。对于分散剂，适合使用萘磺酸类表面活性剂。

7. 发明专利

JP2011111874A Water conducting structure and method for preventing flow inhibition of groundwater 有权
标题翻译：用于防止地下水流动阻碍的导水结构和方法
公开(公告)号：JP2011111874A
公开(公告)日：2011-06-09
申请号：JP2009272291
申请日：2009-11-30
申请人： Ohbayashi Corp , Taiheiyo Soil Corp , 太平洋ソイル株式会社 , 株式会社大林組
发明人： TANAKA YOSHIHIRO , YASHIRO TSUTOMU , NIIMURA AKIRA , TAJIMA TAKATOSHI , HIROWATARI TAKASHI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a water conducting structure and a method of forming a water conducting layer which can surely exhibit water permeability in a short time without taking labor and time after filling a back filling material. SOLUTION: In the water conducting structure 1, a bag body 4 in which only aggregates 3 are filled so as to contact with each other is installed in a tail void 6 so as to closely contact with the excavated surface of a tunnel 2 and the outer peripheral surface of a segment 5, which is a covering material. The water conducting structure 1 has a function for conducting upstream groundwater to the downstream side through spaces 4c of the bag body 4 and spaces 7 formed between the aggregates 3. The back filling material which is made into a flow state in a tank by mixing the aggregates 3 with a cellular material is filled into the bag body 4. The cellular material poured into the bag body 4 is discharged from the inside to the outside of the bag body 4 through the spaces 4c. As a result, the cellular material between the aggregates 3 can be discharged from the inside of the bag body 4 in a short time, whereby the inside of the bag body 4 becomes a state capable of conducting water immediately after completing the filling work. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种导水结构和形成导水层的方法，其可以在填充填充材料之后在短时间内确保地显示出透水性而不需要花费时间。解决方案：在导水结构1中，仅将聚集体3填充以彼此接触的袋体4安装在尾部空隙6中，以与隧道2的挖掘表面紧密接触以及作为覆盖材料的片段5的外周面。导水结构1具有通过袋主体4的空间4c和形成在聚集体3之间的空间7向下游侧进行上游地下水的功能。通过混合在罐中形成流动状态的背部填充材料将聚合体3与多孔材料填充到袋体4中。注入袋体4的多孔材料通过空间4c从袋体4的内部排出到外部。结果，聚集体3之间的多孔材料可以在短时间内从袋体4的内部排出，从而袋体4的内部成为在完成填充工作之后立即进行水的状态。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2011057876A Backfilling material, method for forming water-permeable layer, and water-permeable layer 有权
标题翻译：回填材料，形成水可渗透层的方法和水可渗透层
公开(公告)号：JP2011057876A
公开(公告)日：2011-03-24
申请号：JP2009209743
申请日：2009-09-10
申请人： Ohbayashi Corp , Taiheiyo Soil Corp , 太平洋ソイル株式会社 , 株式会社大林組
发明人： TANAKA YOSHIHIRO , YASHIRO TSUTOMU , NIIMURA AKIRA , TAJIMA TAKATOSHI , HIROWATARI TAKASHI
IPC分类号： C09K17/20 , C04B24/26 , C04B28/26 , C09K17/10 , C09K17/12 , C09K17/22 , C09K17/44 , C09K103/00 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a backfilling material that can perform water permeability easily and certainly in a short time after being filled into a clearance in the ground, a method for forming a water-permeable layer using the same, and the water-permeable layer. SOLUTION: The backfilling material is made by mixing a hardening material to harden with lapse of time, an expanding agent to inflate by generating a gas in the reaction with an alkali, and a water-absorbing polymer to dehydrate and shrink in an alkaline environment. The backfilling material is manufactured by kneading the hardening material and the expanding agent to prepare a mixture and then mixing the gel-like or powdery water-absorbing polymer with the mixture. The water-absorbing polymer is added just before or at the same time when a tail void is filled, and the backfilling material is thus made a hard body having water permeability and strength. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在填充到地面中的间隙之后在短时间内容易且确实地进行透水性的回填材料，使用其形成透水层的方法，以及透水层。解决方案：回填材料是通过混合硬化材料随时间变硬而制成的，膨胀剂通过在与碱反应中产生气体而膨胀，并在吸水聚合物中进行脱水和收缩碱性环境。通过捏合硬化材料和发泡剂来制备回填材料，以制备混合物，然后将凝胶状或粉末状吸水性聚合物与混合物混合。在填充尾部空隙之前或同时加入吸水性聚合物，由此将回填材料制成具有透水性和强度的硬质体。版权所有（C）2011，JPO＆INPIT

9. 发明专利

JP2011006321A Cement composition 有权
标题翻译：水泥组合物
公开(公告)号：JP2011006321A
公开(公告)日：2011-01-13
申请号：JP2010190103
申请日：2010-08-26
申请人： Ohbayashi Corp , 株式会社大林組
发明人： IRIYA KEISHIRO , NIIMURA AKIRA , TAKEDA NOBUNORI , KOBAYASHI TOSHIMITSU , ICHINOSE KENICHI
IPC分类号： C04B28/08 , C04B7/147 , C04B7/24 , C04B7/26 , C04B14/28 , C04B22/06 , C04B22/14 , C04B24/12 , C04B111/23
CPC分类号： Y02P40/143 , Y02P40/145 , Y02W30/92 , Y02W30/94
摘要： PROBLEM TO BE SOLVED: To provide a cement composition capable of attaining both of the reduction of the output of COand the strength development.SOLUTION: The cement composition has 100 pts.wt. binder (B) having 5-30 pts.wt. cement, 0-20 pts.wt. silica fume, 0-50 pts.wt. fly ash and 42-75 pts.wt. blast furnace slag, water (W) corresponding to 80-185 kg/munit water amount, aggregate (A) and a chemical admixture (AD).
摘要翻译：要解决的问题：提供能够实现CO的输出的降低和强度发展两者的水泥组合物。解决方案：水泥组合物具有100重量份粘合剂（B）具有5-30重量份水泥，0-20磅硅粉，0-50重量份飞灰和42-75磅高炉矿渣，水（W）相当于80-185千克/千克水量，骨料（A）和化学混合物（AD）。

10. 发明专利

JP2004052310A Reinforcing construction method of existing structure 有权
公开(公告)号：JP2004052310A
公开(公告)日：2004-02-19
申请号：JP2002209425
申请日：2002-07-18
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FUKUI MASAO , AOKI SHIGERU , NIIMURA AKIRA , KUBO YUKINORI
IPC分类号： E01D22/00 , E01D101/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To economically reinforce an existing structure while avoiding the diversification of a process and an increase in labor.
SOLUTION: This reinforcing construction method integrally joins a reinforcing material 12 to a bridge pier 10 by arranging the reinforcing material 12 over the whole outside surface of the bridge pier 10. The reinforcing material 12 is composed of a highly tough cement board 14 and a fiber sheet for alternately joining the board 14. The board 14 has characteristics of a flexural strength of 30 MPa or higher, a span of 18 cm and a maximum deflection of 25 mm or larger. When reinforcing the bridge pier 10, the board 14 is arranged on the surface side of the bridge pier 10. Afterwards, a curing material 28 such as mortar is placed in an interval 18, and this material is cured, and the board 14 is integrated to the surface of the bridge pier 10.
COPYRIGHT: (C)2004,JPO

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