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1. 发明专利

JP2010156178A Foundation structure and foundation construction method for large-scale temporary structure such as temporary roof 审中-公开
标题翻译：大规模临时结构的基础结构与基础施工方法作为临时屋顶
公开(公告)号：JP2010156178A
公开(公告)日：2010-07-15
申请号：JP2009000056
申请日：2009-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , TANIMURA KAZUHIKO , IKEDA TAKASHI
IPC分类号： E02D27/01 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure and a foundation construction method for a large-scale temporary structure such as a temporary roof suitably executable in a site where excavation is impeded or limited due to the presence of historic remains, historically important cultural properties or the like, and allowing demolition and removal work to be efficiently performed when removing the large-scale temporary structure.
SOLUTION: An earthen floor slab 2 and a column base support block 3 supporting a column base 10a of the temporary structure are integrally constructed of cast-in-place concrete on the ground 11, and a plurality of precast concrete blocks 4 for weights are installed at both sides of the column base support block 3. The column base support block 3 and the precast concrete blocks 4 for the weights are strained by a PC steel member 5 penetrating horizontally in common and formed as an integral structure.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种大型临时结构的基础结构和基础施工方法，例如临时屋顶，由于历史遗迹的存在而在开挖受到阻碍或限制的场所中可适当地执行重要的文化财产等，并且在拆除大型临时结构时允许有效执行拆除和拆除工作。解决方案：支撑临时结构的塔底10a的土地楼板2和柱底座支撑块3由地面11上的现浇混凝土一体地构成，以及多个预制混凝土块4，用于重量安装在塔底支撑块3的两侧。塔底支撑块3和用于重物的预制混凝土块4由PC钢构件5应变，该PC钢构件5共同穿透并形成为一体结构。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2007332642A Building construction method 审中-公开
标题翻译：建筑施工方法
公开(公告)号：JP2007332642A
公开(公告)日：2007-12-27
申请号：JP2006165006
申请日：2006-06-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： DEGUCHI AKIRA , NISHINOSONO KAZUKI , TANIMURA KAZUHIKO
IPC分类号： E04B1/30 , E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a building construction method in which an upper floor slab is borne by both a steel column and a reinforced concrete column, wherein the method contributes to shortening of a construction period after erection of a column reinforcement preassembled unit on a lower floor slab, till completion of construction of an upper floor slab. SOLUTION: The building construction method is carried out by erecting the steel column 1 and the column reinforcement preassembled unit 2 on the lower floor slab 3, pouring concrete into the column reinforcement preassembled unit to construct the reinforced concrete column 4, and bearing the upper floor slab by the steel column and the resultant reinforced concrete column 4. According to the method, after erecting a steel beam 29 between the steel column and the column reinforcement preassembled unit, the concrete for constructing the reinforced concrete column and concrete for constructing the upper floor slab borne by the steel beam are almost simultaneously poured. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑施工方法，其中上层楼板由钢柱和钢筋混凝土柱承担，其中该方法有助于在预先组装的柱加强件架设之后缩短施工周期单元在较低的楼板上，直到完成上层楼板的施工。
解决方案：建筑施工方法是通过在下层楼板3上竖立钢柱1和柱加固预组装单元2，将混凝土浇注到柱加固预组装单元中，构造钢筋混凝土柱4和轴承上层钢板和钢筋混凝土柱4.根据该方法，在钢柱和柱加固预组装单元上架设钢梁29后，构建用于构造的钢筋混凝土柱和混凝土的混凝土由钢梁承载的上层板块几乎同时浇注。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2006266036A Building reconstruction method 有权
标题翻译：建筑重建方法
公开(公告)号：JP2006266036A
公开(公告)日：2006-10-05
申请号：JP2005089829
申请日：2005-03-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： DEGUCHI AKIRA , TANIMURA KAZUHIKO
IPC分类号： E04G23/06
摘要： PROBLEM TO BE SOLVED: To receive earth pressure throughout reconstruction process of an underground structure without carrying out a large scale earth-retaining reinforcing work and enable building reconstruction in a stable earth pressure supporting state.
SOLUTION: An old building 1 having an underground story is disassembled and a new building 2 is formed within the range in a building reconstruction method. A new building 2 is formed on a new underground structure 2A after the new underground structure 2A provided integrally with a wall protection part 7 freely repeatedly receiving a lateral earth pressure and a floor slab part 8 is formed in an existing underground structure 1A in a state of receiving the lateral earth pressure by the existing underground structure 1A of the old building 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在地下结构的整个重建过程中接收土压力，而不必进行大规模的土保持加固工作，并使建筑物在稳定的土压力支撑状态下重建。解决方案：在建筑物重建方法的范围内，拆除了具有地下故事的旧建筑1，形成了新的建筑物2。在新的地下结构2A与墙壁保护部分7一体地设置，自由地重复地接收侧向压力之后，在新的地下结构2A上形成新的建筑物2，并且在状态下的现有地下结构1A中形成楼板部分8 通过旧建筑1的现有地下结构1A接收侧向土压力。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2012144978A Precast reinforced concrete structure construction method 有权
标题翻译：预应力混凝土结构施工方法
公开(公告)号：JP2012144978A
公开(公告)日：2012-08-02
申请号：JP2012105535
申请日：2012-05-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKAMOTO KEISHIRO , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , ISHIKAWA YUJI , SOGA YUTAKA , TANIMURA KAZUHIKO , YAMAMOTO MASAYUKI , KUSAKA SATORU
IPC分类号： E04B1/22
摘要： PROBLEM TO BE SOLVED: To eliminate work for placing cast-in-place concrete in joints between PCa members, and improve a degree of freedom in a PCa construction plan.SOLUTION: This PCa construction method includes a column installation step of positioning column members (5), a panel member installation step of moving panel members (1) down to column heads (8) of the column members until inserting column main reinforcements (6) of the column members through through-holes (4) of the panel members, respectively, and a beam portion joint step of joining beam potions (3) of the panel members to each other. With the panel members (1) moved down, adjacent joint surfaces (7) of the panel members are disposed substantially at the same position, and the adjacent beam portions are joined to each other via a steel connector or the like.
摘要翻译：要解决的问题：消除在PCa成员之间的关节中放置现浇混凝土的工作，并提高PCa施工计划中的自由度。解决方案：该PCa构造方法包括柱安装步骤，定位柱构件（5），将面板构件（1）移动到柱构件的柱头（8）的板构件安装步骤，直到插入柱主增强件（6）分别通过所述面板构件的通孔（4）和梁部分接合步骤，其将所述面板构件的梁部分（3）彼此连接。在面板构件（1）向下移动的情况下，面板构件的相邻接合面（7）基本上设置在相同的位置，并且相邻的梁部分通过钢连接器等彼此接合。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2013002109A Heave suppressing pile 有权
标题翻译： HEAVE SUPPLESSING PILE
公开(公告)号：JP2013002109A
公开(公告)日：2013-01-07
申请号：JP2011133435
申请日：2011-06-15
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： UEMURA HIROKI , HIRAI YOSHIO , TANIMURA KAZUHIKO
IPC分类号： E02D31/12 , E02D5/34 , E02D5/48 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a heave suppressing pile which generates bearing force suppressing a heave in addition to friction force on the outer peripheral surface of the pile.SOLUTION: A heave suppressing pile 10 is erected in an excavation part 12 surrounded by an impervious wall 18 intruded to an impermeable layer 14B. A pumping well 26 for pumping up water of a part lower than a heave object surface 30 which is the bottom surface of the impermeable layer 14B is provided in the excavation part 12. The heave suppressing pile 10 has a cast-in-place pile 20 erected to the lower side of an impermeable layer 14C, and the pile head of the cast-in-place pile 20 is in an excavation bottom surface 28. An enlarged diameter part 24 is formed above the heave object surface 30 of the cast-in-place pile 20. An inclined plane 25 for generating bearing force is formed in the lower end part of the enlarged diameter part 24.
摘要翻译：要解决的问题：提供一种起伏抑制桩，其产生除了在桩的外周表面上的摩擦力之外的抑制起伏的承载力。解决方案：将起伏抑制桩10竖立在由不渗透壁18侵入的不透水层14B所围绕的挖掘部分12中。在挖掘部12中设置有用于抽出低于作为不可渗透层14B的底面的起伏物体表面30的部分的水的泵送井26.起伏抑制桩10具有现浇桩20 竖立在不渗透层14C的下侧，并且现浇桩20的桩头位于挖掘底面28中。扩大的直径部分24形成在浇注物体的起伏物体表面30上方用于产生支承力的倾斜平面25形成在扩大直径部分24的下端部分。版权所有：（C）2013，JPO＆INPIT

6. 发明专利

JP2010126897A Method for partially demolishing existing reinforced concrete-based structure 审中-公开
标题翻译：部分分解现有混凝土结构的方法
公开(公告)号：JP2010126897A
公开(公告)日：2010-06-10
申请号：JP2008299356
申请日：2008-11-25
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANIMURA KAZUHIKO , HAYASHI MIZUKI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a method for partially demolishing an existing reinforced concrete-based structure, which can save labor for concrete cutting operations to the utmost, for example, greatly shorten the anchorage length of an existing reinforcement by forming a reinforcement knot at the axial end of the existing reinforcement, and which is excellent in constructibility and economic efficiency.
SOLUTION: This method includes: a step of cutting off concrete in a boundary area S between a section 10a to be left and a section 10b to be demolished in the existing reinforced concrete-based structure 10, by a water jet method, without cutting the existing reinforcement 3, and of cutting the existing reinforcement 3, exposed by cutting off the concrete, in such a manner as to secure a length required for anchorage to the section 10a; and a step of performing demolition work for the section 10b after separating the sections 10a and 10b from each other, of forming the reinforcement knot 4 at an end of the existing reinforcement 3, and of performing integration with the section 10a by placing the concrete 5 in the reinforcement anchoring portion T of the existing reinforcement 3.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种部分拆除现有的钢筋混凝土基结构的方法，其可以最大限度地节省混凝土切割操作的劳动力，例如大大缩短现有钢筋的锚固长度，形成现有钢筋轴向加固结，结构合理，经济效益优良。解决方案：该方法包括：通过水喷射方式在现有的钢筋混凝土基结构10中切断要留下的部分10a和要拆除的部分10b之间的边界区域S中的混凝土的步骤，不切割现有的钢筋3，并切割通过切割混凝土而露出的现有钢筋3，以确保锚固部分10a所需的长度; 在将部分10a和10b彼此分离之后，在现有加强件3的端部形成加强结4并且通过将混凝土5放置在与部分10a一体的步骤中对于部分10b进行拆除在现有钢筋3的钢筋锚固部分T中。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2004211459A Earth retaining structure 有权
公开(公告)号：JP2004211459A
公开(公告)日：2004-07-29
申请号：JP2003001188
申请日：2003-01-07
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TAKAHASHI KAZUTO , TANIMURA KAZUHIKO , SAHASHI MUTSUO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To easily provide a stable earth retaining quality without requiring much construction labor.
SOLUTION: In this earth retaining structure, an earth retaining wall P1 is arranged for freely receiving lateral pressure from the back ground G2; a plurality of support object parts 4 are arranged at an interval in the longitudinal direction in a plan view on the earth retaining wall P1; a plurality of support parts 5 for freely supporting the earth retaining wall P1 against the lateral pressure acting on the earth retaining wall P1 are respectively arranged on the back ground G2 side in response to the support object parts 4; and a connector P3 is arranged for dynamically connecting the support object parts 4 and the support parts 5. The connector P3 is composed of a rope-like body 1 of alternately stretching over the respective support object parts 4 and support parts 5, and the rope-like body 1 is installed in a state of allowing tensile force acting between the end parts to act in the direction for drawing the stretched whole support object parts 4 and support parts 5.
COPYRIGHT: (C)2004,JPO&NCIPI

8. 发明专利

JP2008255661A Construction method of pre-cast reinforced concrete structure 有权
标题翻译：预制钢筋混凝土结构施工方法
公开(公告)号：JP2008255661A
公开(公告)日：2008-10-23
申请号：JP2007098892
申请日：2007-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKAMOTO KEISHIRO , YANAGISAWA NOBUYUKI , OGURA KIYOSHI , ISHIKAWA YUJI , SOGA YUTAKA , TANIMURA KAZUHIKO , YAMAMOTO MASAYUKI , KUSAKA SATORU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To improve a degree of freedom on a PCa construction plan, while omitting placing of cast-in-place concrete of a joining part of a PCa member. SOLUTION: This PCa construction method comprises a column installing process of building up a column member 5, a panel member installing process of inserting a column main reinforcement 6 of the column member into a through-hole 4 of a panel member by lowering the panel member 1 to a column head 8 of the column member, and a beam part joining process for joining a beam part 3 of the panel member. An joining surface 7 of the adjacent panel member is substantially arranged in the same position by lowering of the panel member 1, and an adjacent beam part is joined by a steel connecting tool. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提高PCa施工计划的自由度，省略PCa成员的接合部分的现浇混凝土的放置。解决方案：该PCa构造方法包括构成柱构件5的柱安装过程，将柱构件的柱主加强件6插入面板构件的通孔4中的面板构件安装过程，通过下降面板构件1到柱构件的柱头8，以及用于接合面板构件的梁部3的梁部接合工艺。相邻面板构件的接合面7通过面板构件1的下降而基本上设置在相同位置，并且相邻的梁部通过钢连接工具接合。版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2007321534A Roof construction method 审中-公开
标题翻译：屋顶施工方法
公开(公告)号：JP2007321534A
公开(公告)日：2007-12-13
申请号：JP2006156301
申请日：2006-06-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA HIDEAKI , TANIMURA KAZUHIKO , OKAMURA YASUNOBU , URANO TOSHIHARU , ABE YUTAKA , OKA HIDEO
IPC分类号： E04B7/02 , E04G21/16
摘要： PROBLEM TO BE SOLVED: To provide a roof construction method, easily installable between support building parts, when hoisting and installing a flexible face material, without having risk of deforming and damaging the flexible face material by deflection by dead weight. SOLUTION: This roof construction method is provided for installing a curved surface-shaped roof between the support building parts 11, by respectively and separately fixing both end parts 1c and 1c of the flexible face material 1 to a pair of mutually separately existing support building parts 11. The roof construction method is provided for respectively fixing its both end parts 1c and 1c to the support building parts 11 in a state of regulating the flexible face material 1 in a predetermined curved surface shape. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种屋顶施工方法，其可以容易地安装在支撑建筑部件之间，当提升和安装柔性面材时，不会因为重量偏转而变形和损坏柔性面材料的风险。解决方案：这种屋顶施工方法是通过分别将柔性面材1的两个端部1c和1c分别固定在一对相互独立存在的位置上而在支撑建筑部分11之间安装弯曲的表面形屋顶支撑建筑部件11.屋顶施工方法被设置为在将柔性面材1调节成预定的曲面形状的状态下将其两端部1c和1c分别固定到支撑建筑部件11。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2006045850A Construction method of box culvert 有权
标题翻译：箱体结构方法
公开(公告)号：JP2006045850A
公开(公告)日：2006-02-16
申请号：JP2004226963
申请日：2004-08-03
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： NAKAMURA TADAHIDE , TANIMURA KAZUHIKO
IPC分类号： E03F3/04 , E02D29/05
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a box culvert inexpensively constructible in a short construction period, even if there is no sufficient time up to starting work from ordering of a concrete secondary product, and even if there is no sufficient time up to completion from starting of the work, when constructing the box culvert having a long distance.
SOLUTION: A plurality of cylindrical concrete secondary products 1 are arranged at a proper interval in the longitudinal direction of the box culvert to be constructed. A joint reinforcement 6 is screwed in insert hardware 5 embedded in a joining end surface S of the concrete secondary products 1. A cylindrical structure 2 joined with the concrete secondary products 1 is constructed between these concrete secondary products 1 by cast-in-place of concrete. The box culvert A is constructed by the concrete secondary products 1 and the cylindrical structure 2 by the cast-in-place concrete.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使没有足够的时间开始订购混凝土次级产品，即使没有足够的时间，也可以在短期施工期间提供廉价建造的箱涵施工方法，即使没有在建造长距离的箱涵时，从开始工作开始就有足够的时间。解决方案：多个圆柱形混凝土次要产品1以要构造的箱涵纵向方向以适当的间隔布置。将接头加强件6拧入嵌入到混凝土二次产品1的接合端面S的嵌入五金件5中。与混凝土二次产品1接合的圆筒形结构体2通过现浇的具体。箱涵A由混凝土次生产物1和圆柱形结构2由现浇混凝土构成。版权所有（C）2006，JPO＆NCIPI

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