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1. 发明专利

JP2013174094A Ground improvement construction machine suitable for construction in narrow place and ground improvement method 有权
标题翻译：接地改造施工机械适用于窄带施工和地基改良方法
公开(公告)号：JP2013174094A
公开(公告)日：2013-09-05
申请号：JP2012039527
申请日：2012-02-27
申请人： Takenaka Doboku Co Ltd , 株式会社竹中土木 , Ybm Co Ltd , 株式会社ワイビーエム
发明人： HIRAI TAKU , ONISHI TSUNEYASU , MATSUKAWA HIROSHI , KONISHI KAZUO , NARATA TOMOYUKI , TAKAOKA KAZUMUNE , NASU TETSUO
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a compact ground improvement construction machine which is suitable for performing ground improvement construction for liquefaction prevention to a narrow residential district whose construction space receives various constraints and a ground improvement method for inexpensively constructing a lattice ground improvement wall or the like by using the construction machine.SOLUTION: A mechanical agitation type ground improvement process is advanced downward, the process of elevating a rotary drive part 6 and rotary power devices 7 and 8 at a fixed stroke by elevating/lowering driving parts 31 and 41, and fixing and supporting a drive shaft 5 by the rotary drive part 6, and lowering while rotationally driving the rotary drive part 6, and carrying out the drilling of the ground and solidification material slurry injection. Furthermore, a ground improvement process step is repeatedly advanced until a target depth, the step of, when an elevating/lowering driving part 41 is lowered to a lower limit position, temporarily releasing the fixing and support of the drive shaft 5 by the rotary drive part 6, and elevating the rotary drive part 6 at a fixed stroke, and fixing and supporting the drive shaft 5 by the rotary drive part 6 again at an elevating position, and lowering while rotationally driving the rotary drive part 6.
摘要翻译：要解决的问题：提供一种紧凑型地面改善施工机械，其适用于对建筑空间受到各种限制的窄住宅小区进行液化预防的地面改善施工，以及用于廉价构造格栅地面改良墙的地面改良方法或通过使用施工机械进行操作。解决方案：机械搅拌式地面改进工艺向下推进，通过升降驱动部件31和41以固定行程升高旋转驱动部件6和旋转动力装置7和8的过程，并且通过旋转驱动部6固定和支撑驱动轴5，并且在旋转驱动旋转驱动部分6的同时降低，并进行钻井和固化材料浆料喷射。此外，地面改善处理步骤重复进行，直到升降驱动部41下降到下限位置的目标深度为止，通过旋转驱动暂时释放驱动轴5的固定和支撑部分6，并且以固定行程升起旋转驱动部分6，并且在旋转驱动部分6处再次在旋转驱动部分6处通过旋转驱动部分6固定和支撑驱动轴5，并且在旋转驱动旋转驱动部分6的同时降低。

2. 发明专利

JP2013221253A Auxiliary apparatus for repairing/reinforcing concrete structure, and repairing/reinforcing method using the apparatus 有权
标题翻译：用于修复/加固混凝土结构的辅助设备，以及使用设备的维修/加固方法
公开(公告)号：JP2013221253A
公开(公告)日：2013-10-28
申请号：JP2012091546
申请日：2012-04-13
申请人： Takenaka Doboku Co Ltd , 株式会社竹中土木
发明人： HIRAI TAKU , KUMANO HISATO , KIKKAI HIROYUKI , ICHIKAWA AKIO , SEKIMATU HATASU , KANEKO MIYUKI , MASAGO JUNICHI
IPC分类号： E21D11/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an auxiliary apparatus for repairing/reinforcing a concrete structure which allows for easy and labor saving repairing/reinforcing work for unreeling a photo-curable FRP sheet and attaching the sheet to the surface of concrete, enabling only one operator to easily and rapidly perform the attaching work with a uniform quality and construction accuracy; and a repairing/reinforcing method using the apparatus.SOLUTION: A sheet roll support 3 installed on the main shaft 20 of a traveling trestle 2 which moves along the surface of a spot in need of repair of a concrete structure 7 is rotatable around the main shaft 20. A sheet roll support member 4, to which a photo-curable fiber reinforced resin sheet roll 5 is detachably attached, is installed at one end of the sheet roll support 3. A sheet guide member 6 for guiding the unreeling of the photo-curable fiber reinforced resin sheet 50 unreeled from the photo-curable fiber reinforced resin sheet roll 5 is attached to the sheet roll support member 4.
摘要翻译：要解决的问题：为了提供一种用于修复/加强混凝土结构的辅助设备，其允许轻松省力的修复/加固工作以使光固化FRP片材退卷并将片材附着到混凝土表面，使得仅一个操作者以均匀的质量和施工准确性轻松快速地进行安装工作; 以及使用该装置的修理/加强方法。解决方案：安装在行进支架2的主轴20上的片材支撑件3，其沿着需要修复混凝土结构7的点的表面移动，可围绕主体在片材卷支承件3的一端安装有光固化纤维增强树脂片卷5可拆卸地安装在其上的片材卷支承件4.用于引导照片的卷曲的片材引导件6 从光固化纤维增强树脂片卷5上取出的可固化纤维增强树脂片50安装在片材卷支承件4上。

3. 发明专利

JP2012184590A Construction method of greening retaining wall 有权
标题翻译：绿化保持墙的施工方法
公开(公告)号：JP2012184590A
公开(公告)日：2012-09-27
申请号：JP2011048502
申请日：2011-03-07
申请人： Takenaka Doboku Co Ltd , Hirose & Co Ltd , ヒロセ株式会社 , 株式会社竹中土木
发明人： MURATANI YU , HIRAI TAKU , HIROWATARI TOMOAKI , TAKAO KOSHIRO , TABUCHI HIDEO , UJIIE YOICHI
IPC分类号： E02D29/02 , A01G1/00 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a greening retaining wall capable of arranging conditions necessary and sufficient for growing greening plants by sufficiently and surely rooting a root part of the greening plant to a banking side of a concrete retaining wall.SOLUTION: The construction method of a greening retaining wall includes: a step of constructing a concrete retaining wall 10 having planting holes 31; a planting step of inserting a greening plant 4 outwards from a banking side B to the planting hole 31 of the concrete retaining wall 10 and fixing the root part to the retaining wall 10; and a step of advancing banking 2 to a height at which the planting step is ended. In the planting step, the greening plant 4 is inserted outwards from the banking side B along the planting hole 31 of the concrete retaining wall 10, vegetation soil 41 forming the root part of the greening plant 4 is temporarily supported by a net-like or bag-like nonwoven fabric 6 on the banking side B, the nonwoven fabric 6 is covered with a felt material 7 thereafter, and the root part is fixed to the concrete retaining wall 10.
摘要翻译：要解决的问题：提供一种绿化挡土墙的施工方法，其能够通过充分且可靠地将绿化植物的根部生根到混凝土挡土墙的堤岸侧而布置绿色植物生长所必需和足够的条件。解决方案：绿化挡土墙的施工方法包括：构筑具有种植孔31的混凝土挡土墙10的步骤; 将绿化装置4从银行侧B向外插入到混凝土保持壁10的种植孔31并将根部固定在挡土墙10上的种植步骤; 并将银行业2推进到种植步骤结束的高度。在种植步骤中，绿化装置4沿着混凝土保持壁10的种植孔31从银行侧B向外插入，形成绿化装置4的根部的植被土41由网状或袋状无纺布6在银行侧B上，此后无纺布6被毛毡材料7覆盖，根部固定在混凝土挡土墙10上。（C）2012，JPO＆INPIT

4. 发明专利

JP2011202355A Method for creating underground structure with standard bubble stabilizing liquid 有权
标题翻译：用标准泡沫稳定液制造地下结构的方法
公开(公告)号：JP2011202355A
公开(公告)日：2011-10-13
申请号：JP2010067735
申请日：2010-03-24
申请人： Maguma:Kk , Sumitomo Mitsui Construction Co Ltd , Taiyo Kiso Kogyo Kk , Takenaka Doboku Co Ltd , Toda Constr Co Ltd , Waseda Univ , 三井住友建設株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 戸田建設株式会社 , 有限会社マグマ , 株式会社竹中土木
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , HIRAI TAKU , UKEKAWA MAKOTO , MIYATA KATSUTOSHI
IPC分类号： E02D5/18 , E02D5/20 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To prevent a fall in sticking property between a reinforcement and concrete due to clay that causes a fall in the performance of a structure in creating a cast-in-place concrete pile or a concrete underground continuous wall, to prevent formation of a hardly water permeable layer due to clay of a hole wall surface that degrades the performance of the cast-in-place concrete pile, to dispense with dredging due to settlement of large grain size grit soil in a bubble stabilizing liquid and to properly use the bubble stabilizing liquid for stabilizing the hole wall and bubble slurry for excavation to facilitate sludge disposal of bubbles in excavated soil.SOLUTION: An excavated wall surface is stably held using the standard bubble stabilizing liquid with a fixed physical property value. The standard bubble stabilizing liquid is repeatedly used as the supply and recovery process, and excavation is carried out using excavation bubble slurry obtained by adding bubbles or water into excavated soil, and mixing and stirring them into a suspended state with a rotary blade of an excavator for the purpose of excavation and sludge. A mixing preventing bulkhead is used so as not to mix the standard bubble stabilizing liquid and the excavation bubble slurry.
摘要翻译：要解决的问题：为了防止由于粘土引起的钢筋和混凝土之间的粘附性降低，导致在产生现浇混凝土桩或混凝土地下连续墙的结构的性能下降，以防止形成由于孔壁表面的粘土导致的难以渗水的层，其降低现浇混凝土桩的性能，以免由于气泡稳定液体中的大粒度砂土沉降引起的疏浚，并适当地使用用于稳定孔壁的泡沫稳定液和用于挖掘的气泡浆料，以便于在开挖的土壤中污泥处理泡沫。解决方案：使用具有固定物理性质的标准气泡稳定液稳定地保持挖掘的墙壁表面。重复使用标准的气泡稳定液作为供应和回收过程，并使用通过在挖土中加入气泡或水而获得的挖掘气泡浆料进行挖掘，并用挖掘机的旋转叶片将其混合并搅拌成悬浮状态用于挖掘和污泥的目的。使用混合防止舱壁，以便不混合标准气泡稳定液体和开挖气泡浆料。

5. 发明专利

JP2006028758A Construction method of approach section of elevated road or the like 有权
标题翻译：高速公路或类似路段的施工方法
公开(公告)号：JP2006028758A
公开(公告)日：2006-02-02
申请号：JP2004205188
申请日：2004-07-12
申请人： Takenaka Doboku Co Ltd , 株式会社竹中土木
发明人： TAMURA HIROKUNI , HIRAI TAKU , TAKAHASHI DAISHI
IPC分类号： E01C1/04
CPC分类号： Y02A30/68
摘要： PROBLEM TO BE SOLVED: To provide a construction method for carrying out rapid construction of an approach section of an elevated road of a grade separation, an approach section of an interchange, or the like. SOLUTION: Precast concrete blocks 1 of hollow structure with a fixed axial length are stacked in a plurality of stages on foundation concrete in such an arrangement that the hollow parts are placed in a horizontal direction, to form an inclined face of the approach section C. The precast concrete block 1 is constituted to form its vertical wall 11 into column structure. The upper and lower precast concrete blocks 1, 1 are stacked so that the respective vertical walls 11 form one plate in a vertical direction, and the respective precast concrete blocks 1 are integrated with each other. The inclined face of the approach section C formed by stacking the precast concrete blocks 1 in the plurality of stages, eventually completes a road surface by placing concrete and laying a base course material, a paving material, and the like. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于快速构建等级分离的高架道路的接近部分，交叉处的接近部分等的施工方法。解决方案：具有固定轴向长度的中空结构的预制混凝土块1以多个阶段堆叠在基础混凝土上，使得中空部分沿水平方向放置，以形成接近的倾斜面预制混凝土块1构成为将其垂直壁11形成为柱结构。上下预制混凝土块1,1被堆叠成使垂直壁11在垂直方向上形成一个板，并且各个预制混凝土块1彼此成一体。通过在多个阶段堆叠预制混凝土块1而形成的接近部分C的倾斜面最终通过放置混凝土和铺设基层材料，铺路材料等来完成路面。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2010090532A Method for restricting head of earth retaining wall 有权
标题翻译：用于限制地球保持墙头的方法
公开(公告)号：JP2010090532A
公开(公告)日：2010-04-22
申请号：JP2008258269
申请日：2008-10-03
申请人： Takenaka Doboku Co Ltd , 株式会社竹中土木
发明人： HIRAI TAKU , NISHIMURA MAYUKA , IKEGAWA TETSUYA , SHIRATAKE TOSHIKAZU
IPC分类号： E02D17/04 , E02D3/12 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a method for restricting or reinforcing the head of an earth retaining wall so as not to be deformed inward. SOLUTION: The surface soil of the rear surface side ground of the head of the earth retaining wall is improved in a soil cement by mixing the original soil with cement or replaced with a soil cement. A plurality of anchor steel members 5 are buried in the surface-improved ground 4 improved in the soil cement generally horizontally in the rear surface direction, and at pitches promoting a reinforcement effect in the longitudinal direction of the earth retaining wall. One ends of the anchor steel members 5 are joined to the head of the earth retaining wall. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种限制或加强挡土墙的头部以不向内变形的方法。解决方案：通过将原始土壤与水泥混合或用土壤水泥替代，土壤水泥的后表面侧地面的表面土壤得到改善。多个锚固钢构件5埋设在表面改进的地面4中，其在后表面方向上大致水平地改进了土壤水泥，并且以节距促进了在挡土墙的纵向方向上的增强作用。锚固钢构件5的一端接合到挡土墙的头部。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2006028750A Construction method of bridge pier 有权
标题翻译：桥梁施工方法
公开(公告)号：JP2006028750A
公开(公告)日：2006-02-02
申请号：JP2004204825
申请日：2004-07-12
申请人： Takenaka Doboku Co Ltd , 株式会社竹中土木
发明人： TAMURA HIROKUNI , HIRAI TAKU , TAKAHASHI DAISHI
IPC分类号： E01D19/02 , E01D21/00 , E02D27/12 , E02D27/32
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a bridge pier of a highway bridge, a railway bridge, or the like.
SOLUTION: Foundation piles of each bridge pier are driven, and steel columns are erected. The mutual upper ends of the steel columns in each bridge pier are connected by a girder receiver to constitute the bridge pier including the foundation piles and the steel columns as a structure.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供构建公路桥梁，铁路桥梁等的桥墩的方法。
解决方案：驱动每个桥墩的基础桩，并竖立钢柱。每个桥墩中钢柱的相互上端通过梁架接头连接，构成桥墩，包括基础桩和钢柱作为结构。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2017089226A 基礎構築方法审中-公开
公开(公告)号：JP2017089226A
公开(公告)日：2017-05-25
申请号：JP2015220360
申请日：2015-11-10
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd , 株式会社竹中土木 , Takenaka Doboku Co Ltd
发明人： IINO NATSUKI , SUZUKI YASUSUKE , HIRAI YOSHIO , SEKI MITSUO , KANEDA KAZUHIRO , SHIRAISHI YOSUKE , UMEKUNI AKIRA , YAMAKAWA SHOJI , MUTA EMI , HORIUCHI YASUSHI , OMURA KEISUKE , HIRAI TAKU
IPC分类号： E02D27/48 , E02D5/30 , E02D27/12 , E02D27/34
摘要：【課題】既存構造物を改修する場合や既存構造物の上部に新設構造物を構築する場合に、構造物の設計自由度を高くする。【解決手段】基礎構築方法は、既存構造物(軌道10)の下部地盤16Bを横方向から掘り進めて下部地盤16B中に筒体26を設置する工程と、筒体26の内部から下部地盤16Bに杭40を構築し、筒体26を基礎梁20とする工程と、を有する。【選択図】図7

9. 发明专利

JP2010150914A Method of forming soil cement column and soil cement continuous wall 有权
标题翻译：形成土壤水泥柱和土壤水泥连续墙的方法
公开(公告)号：JP2010150914A
公开(公告)日：2010-07-08
申请号：JP2009270759
申请日：2009-11-27
申请人： Maguma:Kk , Sumitomo Mitsui Construction Co Ltd , Taiyo Kiso Kogyo Kk , Takenaka Doboku Co Ltd , Waseda Univ , 三井住友建設株式会社 , 太洋基礎工業株式会社 , 学校法人早稲田大学 , 有限会社マグマ , 株式会社竹中土木
发明人： AKAGI KANICHI , KONDO YOSHIMASA , TSUCHIYA ATSUO , INNAMI SHUZO , HIRAI TAKU
IPC分类号： E02D5/18 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method of forming a soil cement column by which method mud-containing cement is not discharged, and to provide a method of forming a soil cement continuous wall by which method the volume of the discharged mud-containing cement is reduced substantially.
SOLUTION: The method of forming the soil cement column with an excavation depth Z includes a step of excavating/stirring soil while supplying at least air bubbles to the excavated soil, and a step of stirring the excavated soil while supplying a solidifier milk containing cement and a defoaming agent to the excavated soil.
COPYRIGHT: (C)2010,JPO&INPIT

10. 发明专利

JP2006241741A Approach section for grade separation viaduct, and method of constructing the same 审中-公开
标题翻译：等级分离方法的方法及其构造方法
公开(公告)号：JP2006241741A
公开(公告)日：2006-09-14
申请号：JP2005056045
申请日：2005-03-01
申请人： Takenaka Doboku Co Ltd , Tsurumi Concrete Kk , 株式会社竹中土木 , 鶴見コンクリート株式会社
发明人： HIRAI TAKU , KON NOBUAKI , TAKAHASHI DAISHI , ABE MASAYUKI , FUKUMURO JUNYA , KOJIMA TAKASHI
IPC分类号： E01C1/04
摘要： PROBLEM TO BE SOLVED: To provide an approach section for a grade separation viaduct, which is light in weight, and can be constructed in a shortened construction period and at reduced construction costs.
SOLUTION: In construction of the approach section, precast concrete columnar bodies 34 are arranged such that a plurality of rows are formed along a direction orthogonal to a bridge axial direction, and a foundation section 33 is formed by arranging reinforcements between the columnar bodies 34 and pouring cast-in-place concrete, followed by arranging precast concrete floor slabs 35 over upper portions of the columnar bodies 34. Thus a space defined by the foundation section 33 and the floor slabs 35 is left as a hollow section 41, and therefore a bridge connection section 12 is reduced in weight, which contributes to weight reduction of the entire approach section. Further by forming each of the columnar body 34 and the floor slab 35 of the precast concrete, the construction period is shortened, and the amount of arrangement of the columnar bodies 34 and the floor slabs 35 is suppressed, which leads to cost reduction.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种重量轻的分级高架桥的接近部分，并且可以在缩短的施工周期内以降低的施工成本构建。解决方案：在接近部分的构造中，预制混凝土柱状体34布置成沿着与桥轴方向正交的方向形成多行，并且通过在柱状体之间布置增强件而形成基部33 主体34和浇筑现浇混凝土，然后将预制混凝土地板35布置在柱状体34的上部上。因此，由基础部分33和楼板35限定的空间作为中空部分41留下，因此桥连接部12的重量减轻，有助于整个接近部的重量减轻。此外，通过形成预制混凝土的柱状体34和楼板35，施工周期缩短，柱状体34和落地板35的排列量受到抑制，成本降低。版权所有（C）2006，JPO＆NCIPI

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