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1. 发明专利

JP2017089159A 電気比抵抗検知装置およびソイルセメント体の品質管理方法审中-公开
公开(公告)号：JP2017089159A
公开(公告)日：2017-05-25
申请号：JP2015217685
申请日：2015-11-05
申请人：株式会社大林組 , Ohbayashi Corp
发明人： TANIGUCHI MASAKI , MORITA KOJI , HAMAI KUNIHIKO
IPC分类号： E02D3/12 , E02D1/02 , G01R27/02
摘要：【課題】地盤中にソイルセメント体を築造するにあたり、未硬化状態のソイルセメント体における地盤とセメント系固化材の撹拌混合状態を高精度に把握することの可能な、電気比抵抗検知装置、および電気比抵抗検知装置を利用したソイルセメント体の品質管理方法を提供する。【解決手段】比抵抗センサおよび少なくとも比抵抗センサより得たデータ情報を伝送する無線送受信器を備える比抵抗計測器と、無線送受信器より伝送された情報を受信する送受信器を備える地上管理装置と、撹拌混合装置のフレームに固定されるフレーム固定部および比抵抗計測器を支持する支持部を備える取付け部材と、よりなる電気比抵抗検知装置であって、取付け部材が、電気絶縁材料よりなり、フレームに固定されるフレーム固定部と、比抵抗計測器を支持する支持部とを備えるとともに、支持部とフレーム固定部との間隔が、比抵抗センサの周囲に形成される測定空間を内包するよう、設定されてなる。【選択図】図5

2. 发明专利

JP2007028907A Greening soil and method for producing the same 审中-公开
标题翻译：绿化土壤及其生产方法
公开(公告)号：JP2007028907A
公开(公告)日：2007-02-08
申请号：JP2005212096
申请日：2005-07-22
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUGIMOTO HIDEO , ISHIKAWA YOJI , MORITA KOJI , HAMAI KUNIHIKO
IPC分类号： A01G1/00 , B09B3/00 , C05B1/02 , C05B1/04 , C05F3/00 , C05F9/00 , C05F11/00 , C05G1/00 , C09K17/02 , C09K17/06 , C09K17/32 , C09K17/40 , C09K101/00
摘要： PROBLEM TO BE SOLVED: To provide greening soil excellent in fertilizer balance and obtained by sufficiently insolubilizing or washing alkaline components falling within coal ash, and also inexpensively insolubilizing or washing heavy metal falling within the coal ash, and to provide a method for producing the greening soil.
SOLUTION: The greening soil is obtained by fermenting a mixture of coal ash, undecomposed plant-derived material, fermentation auxiliary material promoting fermentation of the undecomposed plant-derived material and a neutralizing agent under an aerobic condition.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供肥料平衡优良的绿化土壤，通过充分不溶或洗涤落入煤灰中的碱性成分，并且还廉价地使不溶或洗涤落入煤灰内的重金属，并提供一种方法生产绿化土壤。解决方案：绿化土壤是通过发酵煤灰，未分解的植物来源材料，促进未分解植物来源材料发酵的发酵辅助材料和需氧条件下的中和剂的混合物获得的。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2013081940A Solidified body, secondary product, block for pedestrian deck, and manufacturing method of solidified body 有权
标题翻译：固化体，二次产品，胶合板，以及固化体的制造方法
公开(公告)号：JP2013081940A
公开(公告)日：2013-05-09
申请号：JP2012214806
申请日：2012-09-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： YAMADA HIROSHI , TSUCHIYA KOSABURO , HAMAI KUNIHIKO , MORITA KOJI
IPC分类号： B09B3/00 , C04B18/30 , C04B28/02
CPC分类号： Y02W30/78 , Y02W30/91
摘要： PROBLEM TO BE SOLVED: To promptly treat waste of wreckage or the like by: recovering the waste of wreckage or the like caused from natural disaster or the like or a building site or the like; regulating the waste to a given particle size; and using the regulated waste as the aggregate of a solidified body without an incineration process.SOLUTION: A waste 2a is mixed in a solidifying material 3a without an incineration process, is solidified, and then is used as a secondary product or a block 1a for a pedestrian deck. The waste of wreckage such as concrete waste, wood chip, rubbers, metals, glasses, and plastics can be promptly treated without an incineration process at an incineration facility, and can be used as the aggregate of a solidified body.
摘要翻译：要解决的问题：通过以下方式及时处理残骸等的浪费：回收由自然灾害等或建筑工地等引起的残骸等的浪费; 将废物调节至给定的粒度; 并使用受规管废物作为凝固体的骨料，无需焚烧处理。解决方案：废弃物2a在固化材料3a中混合而无需焚烧处理，固化，然后用作二级产品或用于行人甲板的块体1a。在焚化设备中，不需要焚烧处理即可迅速处理诸如混凝土废料，木屑，橡胶，金属，玻璃和塑料等残骸的废物，并且可以用作凝固体的骨料。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2011163002A Structure for preventing erosion of bank 有权
标题翻译：防止银行腐蚀的结构
公开(公告)号：JP2011163002A
公开(公告)日：2011-08-25
申请号：JP2010027040
申请日：2010-02-09
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SOGO KIYOSHI , SUGIMOTO HIDEO , HAMAI KUNIHIKO
IPC分类号： E02B3/04
摘要： PROBLEM TO BE SOLVED: To effectively and economically prevent erosion of a back slope from being caused by an overflow and reduce maintenance of vegetation, while inhibiting a wetting line from rising due to infiltration.
SOLUTION: In this structure 1 for preventing erosion of a bank, the back slope 2 of the bank 11 is partially exposed as an exposed area 5, and the vegetation 6 is applied thereto. A covered area 4 except the exposed area 5 is covered with a wood chip concrete board 3. The wood chip concrete board 3, which is obtained by prehardening wood chip concrete, functions as a water permeable covering layer which is made of a single layer of water permeable concrete, and expands the vegetation 6 of the exposed area 5 to the covered area 4 by easiness of fixing of plants to the wood chip concrete. The wood chip concrete board 3 is molded in a rectangular shape, and disposed on the back slope 2 in such a manner that the covered and exposed areas 4 and 5 are alternately arranged in a checkered pattern. Thus, the vegetation 6 of the exposed area 5 can be easily expanded to the covered area 4.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了有效和经济地防止由于溢出引起的后坡侵蚀，减少植被的维护，同时抑制润湿线由于渗透而上升。解决方案：在用于防止堤的侵蚀的该结构1中，堤岸11的后坡2部分地暴露为暴露区域5，并且植被6被施加到其上。除了暴露区域5之外的覆盖区域4被木屑混凝土板3覆盖。通过预硬化木屑混凝土获得的木屑混凝土板3用作透水性覆盖层，其由单层透水混凝土，并且通过容易地将植物固定在木屑混凝土上，将暴露区域5的植被6扩展到覆盖区域4。木屑混凝土板3成型为矩形，并且以覆盖和暴露区域4和5以方格图案交替布置的方式设置在后坡2上。因此，暴露区域5的植被6可以容易地扩展到覆盖区域4.版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2011157714A Greening structure using wood-chip concrete 有权
标题翻译：使用木屑混凝土的绿化结构
公开(公告)号：JP2011157714A
公开(公告)日：2011-08-18
申请号：JP2010019810
申请日：2010-01-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SOGO KIYOSHI , SUGIMOTO HIDEO , HAMAI KUNIHIKO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To reduce a burden of maintenance management and minimize an influence on ecosystems.
SOLUTION: In the greening structure 1 using wood-chip concrete, a surface of ground 2 as a greening object is partially formed as an exposed area 5 in which the surface of the ground 2 is exposed; the rest of the surface of the ground 2 is formed as a covered area 4 which is covered with a wood-chip concrete plate 3 as a covering layer; and the wood-chip concrete plate 3 is disposed on the surface of the ground 2 in such a manner that the covered area 4 and the exposed one 5 are alternately arranged in a checkered pattern. In a cross-sectional structure of the wood-chip concrete plate 3 made of a single layer of the wood-chip concrete, the wood-chip concrete plate 3 itself serves as the covering layer; and a vegetation base material is not superposed thereon. A range for applying planting is only the exposed area 5; and artificial planting is not applied to the covered area 4.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：减少维护管理的负担，尽量减少对生态系统的影响。解决方案：在使用木屑混凝土的绿化结构1中，将作为绿色物体的地面2的表面部分地形成为露出地面2的表面的暴露区域5; 地面2的其余部分形成为被作为覆盖层的木屑混凝土板3覆盖的覆盖区域4; 并且将木片混凝土板3设置在地面2的表面上，使得覆盖区域4和暴露的5被交替地布置成格状图案。在由单层木片混凝土制成的木屑混凝土板3的横截面结构中，木屑混凝土板3本身用作覆盖层; 并且植被基材不叠置在其上。应用种植的范围只是曝光区域5; 并且人工种植不适用于覆盖区域4.版权所有（C）2011，JPO＆INPIT

6. 发明专利

JP2006283548A Grating crib structure and method for constructing grating crib structure 有权
标题翻译：结构CRIB结构和构造结构CRIB结构的方法
公开(公告)号：JP2006283548A
公开(公告)日：2006-10-19
申请号：JP2006057818
申请日：2006-03-03
申请人： Ohbayashi Corp , Osaka Bosui Constr Co Ltd , 株式会社大林組 , 株式会社大阪防水建設社
发明人： HAMAI KUNIHIKO , MORITA KOJI , YAMADA HIROSHI , OSADA NORIO , OMIYA SHOHEI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To surely suppress deformation of the ground by applying a prestress to a slope of a natural ground.
SOLUTION: A grating crib structure comprises: a grating crib 2 installed on the slope 26 of the natural ground 25; a fixing means 10 to be driven into the natural ground 25 for fixing the crossing point in the grating crib 2; and a pressing means 14 interposed between the crib 2 and the slope 26 of the ground 25 for pressing the crib 2 in the direction of separating from the ground 25. The pressing means 14 comprises: a bag body 15 interposed between the crib 2 and the ground 25 and capable of being expanded; and a filler 20 filled in the bag body 25 with pressure for pressing the crib 2 via the bag body 15. The crib 2 is elastically deformed and bent by expanding deformation of the bag body 25 to apply a prestress to the slope 26 of the ground 25 by the reaction force of the crib 2.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过对自然地面的斜坡施加预应力来确保抑制地面的变形。解决方案：光栅婴儿床结构包括：安装在自然地面25的斜坡26上的光栅婴儿床2; 固定装置10被驱动到自然地面25中，用于将交叉点固定在格栅2中; 以及插入在婴儿床2和地面25的斜坡26之间的按压装置14，用于沿着与地面25分离的方向按压婴儿床2.加压装置14包括：袋体15，其插入在婴儿床2和地面25，能够扩大; 以及填充物20，其具有经由袋体15挤压婴儿床2的压力。婴儿床2通过膨胀袋体25的变形而弹性变形并弯曲，以将预应力施加到地面的斜坡26 25由婴儿床的反应力。2.版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2004150165A Vertical banking construction method and retaining wall used for the construction method 有权
公开(公告)号：JP2004150165A
公开(公告)日：2004-05-27
申请号：JP2002317685
申请日：2002-10-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ICHIKAWA KAZUO , HAMAI KUNIHIKO , HIGASAYAMA TETSUMI
IPC分类号： E02D17/18 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To prevent falling-in of a retaining wall against initial earth pressure of banking by providing self-stability by forming a necessary minimum range between a retaining wall back face and a banking layer as the banking of stably treating cement.
SOLUTION: In this construction method, the vertical retaining wall is constructed on a foundation 4; the stable banking 20 is constructed on the retaining wall back face; a reinforcing material F is buried in the banking 20; the tip is connected to the retaining wall back face; the retaining wall is vertically adjusted by an adjustment of an adjusting means 10 arranged in the reinforcing material F in clearance formed between the banking and the retaining wall back face after curing the banking 20; and a space between the banking 20 and the retaining wall is backfilled by an infilling material 21 composed of stable treated earth. The retaining wall is composed of a master pile 5 erected on the foundation 4 and composed of H shape steel successively connected in the vertical direction according to the height of the banking 20 and a wall surface board 6 supported in an erecting state by inserting both sides between the master piles 5 and having the center curvedly swollen in an arch shape toward the banking 20 side. The adjacent wall surface boards 6 are held in a self-sustaining state via the master pile 5 by fastening the retaining wall connecting end of the reinforcing materrial F to a back face of the master pile 5.
COPYRIGHT: (C)2004,JPO

8. 发明专利

JP2014012980A Liquefaction preventing method and system 有权
标题翻译：液化预防方法与系统
公开(公告)号：JP2014012980A
公开(公告)日：2014-01-23
申请号：JP2012250431
申请日：2012-11-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： OKAMOTO TOSHIHARU , YAMADA HIROSHI , HAMAI KUNIHIKO , ITO KOJI , YAMADA YUKI
IPC分类号： E02D3/10 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To keep the degree of saturation lower over a long period when lowering the degree of saturation to prevent liquefaction.SOLUTION: A liquefaction preventing system 1 of the present invention includes water shielding walls 3, 3 arranged in a ground 2, a mixing tank 4 for producing treatment liquid and storing the produced treatment liquid, a filling well 6 for filling the treatment liquid supplied from the mixing tank 4 into a treatment region 5 in the ground 2 held between the water shielding walls 3, 3, and a pumping well 7 using a vacuum pump 8 for pumping underground water from the treatment region 5. The mixing tank 4 can agitate and mix the underground water in the state that minute hollow bodies are added to existing underground water pumped via the pumping well 7 from the treatment region 5 to produce and store the treatment liquid, and also can supply the treatment liquid to the filling well 6. The minute hollow bodies are formed as expansive/contractive hollow bodies in which air and other gas are enclosed and which are shaped spherical with resin films or resin shells, and their outer diameters are 50 μm or smaller.
摘要翻译：要解决的问题：当降低饱和度以防止液化时，在长时间内保持饱和度降低。解决方案：本发明的液化防止系统1包括布置在地面2中的防水壁3,3，用于生产处理液并储存生产的处理液的混合槽4，用于将从混合槽4供应的处理液填充到保持在防水壁3,3之间的地面2中的处理区域5的填充井6和泵送井7使用真空泵8从处理区域5抽取地下水。混合罐4可以在将微小空心体添加到通过泵送井7泵送的现有地下水的状态下搅拌和混合地下水，处理区域5以产生和存储处理液体，并且还可以将处理液体供应到填充井6.微小空心体形成为膨胀/收缩的空气和其他气体被封闭并且用树脂膜或树脂壳形成球形的二氧化碳体，其外径为50μm以下。

9. 发明专利

JP2014012979A Liquefaction preventing system and method 有权
标题翻译：液体预防系统和方法
公开(公告)号：JP2014012979A
公开(公告)日：2014-01-23
申请号：JP2012250314
申请日：2012-11-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： OKAMOTO TOSHIHARU , YAMADA HIROSHI , HAMAI KUNIHIKO , ITO KOJI , YAMADA YUKI
IPC分类号： E02D3/10 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To reliably and equally supply microbubbles even right under an existing structure such as an embankment.SOLUTION: In a liquefaction preventing system 1, water shielding walls 4, 4 are arranged in a ground 2 so that a ground range expanding under an embankment 3 constructed on the ground surface of the ground 2 is held at its lateral side therebetween, curved holes 6 are formed in multiple stages in a treatment region 5 held between the water shielding walls so that they pass through the lower side of the embankment 3 and their ends are opened to two ground surface positions across the embankment, porous pipes 7 are arranged in the curved holes, respectively, and a bubble generator 8 is connected at its output side to one end of each porous pipe 7.
摘要翻译：要解决的问题：即使在现有的结构如路堤下也可靠地均匀地供应微泡。解决方案：在液化防止系统1中，将防水壁4,4设置在地面2中，使得地面范围在下在地面2的地面上构造的路堤3被保持在其侧面，弯曲孔6在保持在水屏蔽壁之间的处理区域5中以多个阶段形成，使得它们穿过路堤的下侧 3，并且它们的端部穿过路堤被打开到两个地面位置，多孔管7分别布置在弯曲孔中，并且气泡发生器8在其输出侧连接到每个多孔管7的一端。

10. 发明专利

JP2009079369A Natural ground reinforcing soil structure and natural ground reinforcing soil construction method 有权
标题翻译：自然地基强化土体结构和自然地基强化土体施工方法
公开(公告)号：JP2009079369A
公开(公告)日：2009-04-16
申请号：JP2007247709
申请日：2007-09-25
申请人： Ohbayashi Corp , Osaka Bosui Constr Co Ltd , 株式会社大林組 , 株式会社大阪防水建設社
发明人： HAMAI KUNIHIKO , MORITA KOJI , MORI TAKUO , YAMANOCHI TOMOYUKI
IPC分类号： E02D5/80 , E02D5/44 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To stabilize a slope having unstable soil lumps from small scale to medium scale.
SOLUTION: This natural ground reinforcing soil structure constructed in the ground 2 of the natural ground to stabilize the slope of the natural ground comprises a hole 4 bored in the ground 2; a reinforcing member 10 inserted in the hole 4; a plurality of nodes 14 provided at an anchor part 13 of the reinforcing member 10 to the ground 2; transmission members 20 provided between the outer peripheral surface of the anchor part 13 and the inner surface of the hole 4 and divided into at least two parts in the circumferential direction of the anchor part 13, each of the transmission member 20 being provided independently of the reinforcing member 10 to transmit load from the reinforcing member 10 to the ground 2; and an anchor implement 30 anchoring the head part 11 of the reinforcing member 10 to the surface of the ground 2 in a state of tensile force being applied to the reinforcing member 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题是：将土体块不稳定的坡度从小规模稳定到中等规模。解决方案：在自然地面的地面2构造的这种自然地面加固土壤结构，以稳定天然地面的坡度，包括在地面2上钻孔4; 插入孔4中的加强构件10; 多个节点14设置在加强构件10的锚固部分13处于地面2; 传动构件20设置在锚定部13的外周面与孔4的内表面之间，并且在锚定部13的圆周方向上分成至少两部分，每个传动构件20独立于加强构件10将载荷从加强构件10传递到地面2; 以及将加强构件10的头部11以施加到加强构件10的张力的状态锚定到地面2的表面的锚固器具30.（C）2009，JPO＆INPIT

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