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51. 发明专利

JP2004027603A Ground reinforcing construction method 有权
公开(公告)号：JP2004027603A
公开(公告)日：2004-01-29
申请号：JP2002184612
申请日：2002-06-25
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： NOMURA KOJI , NAGAYAMA HIDEKI , SATOU MICHISUKE
IPC分类号： E02D3/12 , E02D3/08
摘要： PROBLEM TO BE SOLVED: To improve a utilization factor of coal ash by efficiently reinforcing the ground by a solidifying material adding quantity less than the coal ash without agitating and mixing slurry and weak soil.
SOLUTION: A pipe body 3 and a tremie pipe 7 are inserted into a casing 2 having an opening-closing cover 1 on the lower end, and are intruded in the ground G while rotating the casing 2 by a lifting/rotating unit 13 arranged in a leader of a construction machine, and then, the opening-closing cover 1 is opened by pushing down the pipe body 3 by a jack 11. Afterwards, the casing 2 is rotatably lifted while supplying the slurry S of adding and mixing a solidifying material and water to and with the coal ash to the tip side of the casing 2 via the tremie pipe 7. The slurry S is filled in a slipped-out trace Ga of the casing 2, and a slurry filling layer S' is expanded upward, and is cured as it is so that a reinforcing pile is created in the ground G.
COPYRIGHT: (C)2004,JPO

52. 发明专利

JP2003301484A Method for laying intake pipe 有权
标题翻译：安装管道的方法
公开(公告)号：JP2003301484A
公开(公告)日：2003-10-24
申请号：JP2002110747
申请日：2002-04-12
申请人： Maeda Corp , Sekisui Chem Co Ltd , Toyo Constr Co Ltd , 前田建設工業株式会社 , 東洋建設株式会社 , 積水化学工業株式会社
发明人： UTATSU YOICHI , YASUDA AKIHIKO , FUJIO YOSHINARI , HASHIMOTO MASAYUKI
IPC分类号： E03B3/04 , F16L1/12
摘要： PROBLEM TO BE SOLVED: To provide a method for laying an intake pipe on the bottom of the sea capable of laying the intake pipe at a low cost without requiring any special working craft. SOLUTION: The method for laying the intake pipe connected to a intake base 1 in the sea includes a process for making a unit length of pipe 4 by connecting a plurality of synthetic resin-made pipes to each other on the ground, a process for mounting concrete-made ballast 5 on the unit length of pipe 4 at prescribed intervals and, at the same time, arranging a plurality of barges in a line on the sea to load ballast mounting parts of the unit length of pipe 4 on them to transport the unit length of pipe 4 by sea, a process for installing the unit length of pipe 4 on the bottom 7 of the sea and a process for temporarily fixing the front end of the unit length of pipe 4 to an anchor and connecting the following unit length of pipe 4 to the front end of the unit length of pipe 4 constructed in advance to successively construct the unit length of pipe on the bottom of the sea to make the intake pipe. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种在不需要任何特殊工作工具的情况下以低成本铺设入口管的海底底部放置进气管的方法。＆lt; P＆gt;解决方案：将与吸入基座1连接的入口管放置在海中的方法包括通过在地面上连接多根合成树脂制管而制造管4的单位长度的工序，以规定的间隔将混凝土制造的镇流器5安装在管4的单元长度上的过程，并且同时在船上排列多个驳船以将管道4的单位长度的压载安装部件装载在其上运输海上管4的单位长度，将管4的单位长度安装在海底7的过程以及将管4的单位长度的前端临时固定到锚上并将将管道4的单位长度连接到预先构造的管道4的单元长度的前端，以连续地构造在海底的管道的单位长度以制造进气管。版权所有（C）2004，JPO

53. 发明专利

JP2003034568A Car-stop block 审中-公开
标题翻译：停车块
公开(公告)号：JP2003034568A
公开(公告)日：2003-02-07
申请号：JP2001223859
申请日：2001-07-25
申请人： Taiheiyo Cement Corp , Toyo Constr Co Ltd , 太平洋セメント株式会社 , 東洋建設株式会社
发明人： TAKEUCHI MAKOTO , OSUGI ICHIRO
IPC分类号： E01F13/00 , C04B20/00 , C04B28/02
CPC分类号： C04B28/02 , C04B2111/00284 , C04B14/00 , C04B14/06 , C04B14/48 , C04B20/0076 , C04B20/008 , C04B2103/0088 , C04B2103/302
摘要： PROBLEM TO BE SOLVED: To provide a car-stop block having a high strength without containing reinforcing bars, etc., and being resistant to a shock by car tire, which can drain rainwater dropped in a car park. SOLUTION: The car-stop blocks 2, 3 are cement-based hardened bodies comprising a mixture containing cement, pozzolanic fine powder with an average particle diameter of
摘要翻译：要解决的问题：提供一种具有高强度的挡块，而不含有钢筋等，并且能够抵抗汽车轮胎的冲击，这可以排放停在停车场中的雨水。解决方案：止动块2,3是基于水泥的硬化体，其包括含有水泥的混合物，平均粒径<=1μm的火山灰细粉末，最大粒径<= 2mm的细骨料，金属纤维，减水剂，平均粒径为3-20μm的石英粉末，粒径≤1mm的纤维或片状颗粒和水，其底部有切割部分8,11，用于排水。

54. 发明专利

JP2003027618A Construction method for outside insulation 有权
标题翻译：外绝缘施工方法
公开(公告)号：JP2003027618A
公开(公告)日：2003-01-29
申请号：JP2001215478
申请日：2001-07-16
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SASAKI TETSUYA , YASUDA MASAYUKI , ARAKANE NAOKI
IPC分类号： E04B1/76 , E04B1/80
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a reinforced concrete building, in which much time for the execution of works is not required and which has high heat-insulation properties and high strength, can display high waterproofing performance and has an outside insulation.
SOLUTION: A heat-insulation solid wire mesh 1 in which welded wire meshes 3 formed of flat steel are arranged on both surfaces of a tabular heat-insulating material 2 and the welded wire meshes 3 on the both surface sides, are unified with the heat-insulating material 2 by latticed wires 4 which penetrate the heat-insulating material 2 in the thickness direction is disposed so as to cover the exterior wall surface of the building; a mortar layer 10 is formed so as to bury the welded wire meshes 3 on the exterior wall surface side of the wire mesh 1; and the wire mesh 1 is used as a sheathing board on the exterior wall surface side of a skeleton section when concrete is placed to the skeleton section of the reinforced concrete building.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种钢筋混凝土建筑物的施工方法，其中不需要执行工程的时间长，并且具有高绝热性和高强度，可显示高防水性能并具有外部绝缘。解决方案：在平板状绝热材料2的两面配置由扁平钢构成的电焊网3的绝热实心丝网1，两面的焊丝3均与热量一致通过在厚度方向上穿透绝热材料2的网格线4将绝缘材料2设置成覆盖建筑物的外壁表面; 形成砂浆层10，以将焊丝3焊接在丝网1的外壁面侧; 并且当混凝土被放置在钢筋混凝土建筑物的骨架部分时，金属丝网1用作骨架部分的外壁表面侧上的护板。

55. 发明专利

JPH11280253A Precast concrete form and manufacture of precast concrete 失效
标题翻译：预制混凝土预制件和预制混凝土的制造
公开(公告)号：JPH11280253A
公开(公告)日：1999-10-12
申请号：JP8402598
申请日：1998-03-30
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SASAKI TETSUYA
IPC分类号： E04G9/06
摘要： PROBLEM TO BE SOLVED: To provide a precast concrete form by which huge precast concrete blocks for use in beams or columns can be manufactured with good quality at a construction site, and which is easy to convey and to provide a method for manufacturing the precast concrete blocks by use of the precast concrete form.
SOLUTION: A precast concrete form 1 is for manufacturing a plurality of precast concrete blocks in a building construction site while the plurality of precast concrete blocks are aligned in a direction perpendicular to the longitudinal direction of the precast concrete blocks which is oriented in the horizontal direction. The precast concrete form 1 has a bottom plate 2 forming one longitudinal side of each precast concrete block, a plurality of side forms ... forming the longitudinal sides of the plurality of precast concrete blocks, and a plurality of end plates 5... individually forming both of the longitudinal end faces of each precast concrete block, and the bottom part 2, the plurality of side forms 3..., and the plurality of end plates 5... can be assembled and separated.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：提供一种预制混凝土形式，通过该预制混凝土形式，可以在施工现场以高质量制造用于梁或立柱的大型预制混凝土块，并且易于输送并提供制造预制混凝土的方法通过使用预制混凝土形式的块。解决方案：预制混凝土结构1用于在建筑施工现场制造多个预制混凝土块，同时多个预制混凝土块沿垂直于水平方向取向的预制混凝土块纵向的方向排列。预制混凝土模型1具有形成每个预制混凝土块的一个纵向侧的底板2，形成多个预制混凝土块的纵向侧面的多个侧面形状，以及多个端板5 ... 分别形成每个预制混凝土块的两个纵向端面，并且可以组装和分离底部2，多个侧板3 ...和多个端板5 ...。

56. 发明专利

JP2015025314A プレキャストコンクリート躯体の構築方法有权
标题翻译：预制混凝土的施工方法
公开(公告)号：JP2015025314A
公开(公告)日：2015-02-05
申请号：JP2013156285
申请日：2013-07-29
申请人：正行浜原 , Masayuki Hamahara , 正行浜原 , オリエンタル白石株式会社 , Oriental Shiraishi Corp , 極東鋼弦コンクリート振興株式会社 , Kyokuto Kogen Concrete Shinko Co Ltd , 大日本土木株式会社 , Dai Nippon Construction , 大豊建設株式会社 , Daiho Constr Co Ltd , 東洋建設株式会社 , Toyo Constr Co Ltd , 飛島建設株式会社 , Tobishima Corp , 株式会社Nippo , Nippo Corp , 株式会社富士ピー・エス , Fuji Ps Corp , 前田建設工業株式会社 , Maeda Corp , 三井住友建設株式会社 , Sumitomo Mitsui Construction Co Ltd
发明人： HAMAHARA MASAYUKI , YAMAGUCHI SHO , NAWATA MASAMI , KATO TAKEHIKO , KUMADA MASAKANE , MINAGAWA SHIGERU , ARAKANE NAOKI , HORINOUCHI RYO , MUTOU YASUO , TANAKA YASUCHIKA , HORI SHINSUKE , EGASHIRA HIROSHI
IPC分类号： E04B1/22
摘要：【課題】プレストレスによる二次応力の影響を考慮することなく容易に設計することが可能なプレキャストコンクリート躯体の構築方法を提供する。【解決手段】複数の柱10の上面に接合された接合部材30間に梁20を架設させたプレキャストコンクリート躯体の構築方法において、少なくとも接合部材30から梁20に亘りPC鋼材を配置するとともにこれを緊張させることにより、梁20の長手方向に向けてプレストレスを導入し、その後柱10と接合部材30との間に経時硬化性材を充填固化することによりこれらを互いに接合することを特徴とする。【選択図】図1
摘要翻译：要解决的问题：提供一种预制混凝土骨架的施工方法，其可以容易地设计而不考虑由预应力引起的二次应力的影响。解决方案：在预制混凝土骨架的施工方法中，其中梁 20连接在与多个塔10的上表面接合的接头构件30之间，预应力混凝土钢至少从接头构件30布置到梁20上并张紧以在梁20的纵向方向上引入预应力。随后，时间可固化材料在柱10和接头构件30之间填充并固化，使得它们可以彼此接合。

57. 发明专利

JP2014006797A Analysis method and design method of marine structure 有权
标题翻译：海洋结构分析方法与设计方法
公开(公告)号：JP2014006797A
公开(公告)日：2014-01-16
申请号：JP2012143096
申请日：2012-06-26
申请人： Toyo Constr Co Ltd , 東洋建設株式会社 , Toyobo Co Ltd , 東洋紡株式会社
发明人： YAMAZAKI TOSHIHIRO , TSURUGASAKI KAZUHIRO , SAWADA YUTAKA , NONOMURA CHISATO , FURUICHI KENJI , UNRININ YUMIKO , TANAKA SHIGEKI
IPC分类号： G06F17/50 , E02B3/04
摘要： PROBLEM TO BE SOLVED: To provide an analysis method of a marine structure capable of analyzing its behavior with high accuracy.SOLUTION: Since contact definition of a contact part 12b between an impervious sheet material 10 and a covering layer 11, for example, includes a contact determination step and a relative displacement step, an analysis method of a marine structure 1 can recognize tensile force acting on the detailed behavior of the marine structure 1 and the impervious sheet material, with higher accuracy compared to a conventional analysis method using a finite element method.
摘要翻译：要解决的问题：提供能够高精度地分析其行为的船用结构的分析方法。解决方案：由于不透水片材10和覆盖层11之间的接触部分12b的接触限定，例如包括接触确定步骤和相对位移步骤，与使用有限元素的常规分析方法相比，海洋结构1的分析方法可以更高精度地识别作用于海洋结构1和不透水片材的详细行为的张力方法。

58. 发明专利

JP2013213401A Construction method of ground improvement pile 有权
标题翻译：地基改良桩施工方法
公开(公告)号：JP2013213401A
公开(公告)日：2013-10-17
申请号：JP2013130436
申请日：2013-06-21
申请人： Maeda Corp , 前田建設工業株式会社 , Toyo Constr Co Ltd , 東洋建設株式会社 , Aomi Construction Co Ltd , あおみ建設株式会社 , Taiyo Kiso Kk , 大洋基礎株式会社
发明人： SHIMIZU HIDEKI , ISANO TAKASHI , SATO HIDEYUKI , ITAGAKI KOZO , SASAKI TAKANORI
IPC分类号： E02D3/08
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a ground improvement pile which can efficiently construct a large-diameter ground improvement pipe without performing driving-back by a casing pipe.SOLUTION: A large-diameter casing pipe comprises an upper casing pipe 1 formed to have a diameter smaller than a finished diameter of a ground improvement pile to be constructed and a lower casing pipe 2 formed to have a large diameter approximately equal to the finished diameter of the ground improvement pile to be constructed, and is provided with preceding parts 3, 3 for drilling the ground at the tip thereof. A filling material is fed into the casing pipe while generating stresses of the circumferential ground in the lateral direction to forcibly increase density thereof by penetrating the casing pipe into the ground. The filling material in the casing pipe is discharged into the ground while pulling out the casing pipe. A ratio of the length of the upper casing pipe 1 to that of the lower casing pipe 2 is changed according to soil properties.
摘要翻译：要解决的问题：提供一种可以有效地构造大直径地面改进管而不用套管进行回退的地面改进桩的施工方法。解决方案：一种大直径套管包括上套管1 形成为具有比要构造的地面改良桩的成品直径小的直径，以及形成为具有与要构造的地面改良桩的最终直径大致相等的大直径的下套管2，并且设置有前用于在其尖端钻地面的部分3,3。将填充材料供给到套管中，同时沿横向方向产生周向地面的应力，通过将套管穿入地面来强制增加其密度。套管中的填充材料在拉出套管时被排出到地面中。上套管1的长度与下套管2的长度的比率根据土壤性质而变化。

59. 发明专利

JP2012162884A Sheet to be laid underwater 有权
标题翻译：要放在水下
公开(公告)号：JP2012162884A
公开(公告)日：2012-08-30
申请号：JP2011022807
申请日：2011-02-04
申请人： Toyo Constr Co Ltd , 東洋建設株式会社
发明人： SAKASHITA KATSUHIRO , SATO HIROAKI
IPC分类号： E02B3/18
摘要： PROBLEM TO BE SOLVED: To provide a sheet to be laid underwater, which is inexpensive and can closely fit to irregularities on a surface to be laid.SOLUTION: A sheet 1 to be laid underwater has a plurality of tuck parts 4 that are formed in a sheet material 2 and formed by folding a part of the sheet material 2. Accordingly, the sheet can closely fit to the irregularities on the surface to be laid.

60. 发明专利

JP2011206625A Method for modifying dredged soil 有权
标题翻译：干旱土壤修复方法
公开(公告)号：JP2011206625A
公开(公告)日：2011-10-20
申请号：JP2010074136
申请日：2010-03-29
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Nippon Steel Corp , Penta Ocean Construction Co Ltd , Toa Harbor Works Co Ltd , Toyo Constr Co Ltd , Wakachiku Construction Co Ltd , 五洋建設株式会社 , 新日本製鐵株式会社 , 東亜建設工業株式会社 , 東洋建設株式会社 , 若築建設株式会社
发明人： TAKAHASHI KATSUNORI , HONDA HIDEKI , TOZAWA KOICHI , NAKAGAWA MASAO , AKASHI YUZO , NISHIJIMA SATOSHI , YAMADA KOICHI , UKAI AKIYUKI , GOMYO MICHIO , TAGUCHI HIROBUMI , KAWANISHI RYUICHI , KUBO SHIGERU , FUJIMURA MITSUGI
IPC分类号： C02F11/00 , C09K17/02 , C09K103/00
摘要： PROBLEM TO BE SOLVED: To modify dredged soil so as to properly suppress an increase in pH of seawater when the dredged soil is used as an aquatic environment restoring material in a method for modifying dredged soil by mixing steel slag.SOLUTION: In the method for modifying dredged soil by mixing steel slag, the steel slag having a free CaO content of 0.5-15.0 mass% is mixed with the dredged soil so that the flow value of a mixed material of the dredged soil and the steel slag is 8.5-23.0 cm.
摘要翻译：要解决的问题：通过混合钢渣，在疏浚土被用作水泥环境恢复材料的方法中，用于修补疏浚土壤，以适当地抑制海水pH值的增加。解决方案：在通过混合钢渣改性疏浚土，将含有0.5-15.0质量％游离CaO的钢渣与疏浚土混合，使疏浚土和钢渣的混合料流量为8.5〜23.0厘米。

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