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11. 发明专利

JP2013011105A Junction structure of beam member and vertical member 有权
标题翻译：梁构件和垂直构件的结构结构
公开(公告)号：JP2013011105A
公开(公告)日：2013-01-17
申请号：JP2011144395
申请日：2011-06-29
申请人： Okumura Corp , 株式会社奥村組
发明人： HOSOYA HIROSHI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a junction structure of a beam member such as a short-span beam made of fiber-reinforced cement-based material and a vertical member such as an earthquake-resisting wall or a column, the junction structure having superior toughness against large deformation of the beam member.SOLUTION: There is provided a junction structure comprising: a beam body 11 which is a precast member having beam main reinforcements 13 and stirrups embedded in advance and made of a fiber-reinforced cement-based material prepared by mixing short fiber with cement, the beam main reinforcement 13 projecting from a side end face; and a core wall 20 which has column reinforcements 21 and lateral reinforcements 25 orthogonally arranged and is made of concrete. The beam main reinforcements 13 and column main reinforcements 21 are orthogonally arranged, an end stirrup 18 surrounding a periphery of a plurality of beam main reinforcements 13 is arranged between a column main reinforcement 21a of the core wall 20 on the side closest to the beam body 11 and a side end face of the beam body 11, and the concrete is cast.
摘要翻译：要解决的问题：为了提供诸如由纤维增强的水泥基材料制成的短跨度梁和诸如抗震墙或柱的垂直构件的梁构件的接合结构，结构对梁构件的大变形具有优异的韧性。解决方案：提供了一种接合结构，其包括：梁主体11，其是具有梁主加强件13和预先嵌入的箍筋的预制构件，并且由通过将短纤维与水泥混合制备的纤维增强水泥基材料制成从侧端面突出的梁主加固件13; 以及具有正面布置且由混凝土制成的列加强件21和侧向加强件25的芯壁20。梁主加强件13和列主加强件21正交地布置，围绕多个梁主加强件13的周边的端部箍筋18布置在最靠近梁体的一侧的芯壁20的柱主加强件21a之间 11和梁体11的侧端面，混凝土浇筑。版权所有（C）2013，JPO＆INPIT

12. 发明专利

JP2009270281A Super highrise building 审中-公开
标题翻译：超高层建筑
公开(公告)号：JP2009270281A
公开(公告)日：2009-11-19
申请号：JP2008119674
申请日：2008-05-01
申请人： Okumura Corp , 株式会社奥村組
发明人： HOSOYA HIROSHI
IPC分类号： E04B1/20 , E04B1/16 , E04C3/34 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a super highrise building constructible with high economical efficiency while rationally securing structural strength and deformation performance by preventing the scatter of fragments with explosion sound in crushing in the case of forming reinforced concrete columns of super high strength concrete for the super highrise building with a height exceeding 60 m, and appropriately arranging the reinforced concrete columns that can increase a limit deformation angle (toughness).
SOLUTION: In the super highrise building with the height exceeding 60 m, at least a part of columns (a part of side columns V) including corner columns U, arranged at the building outer periphery of a low story part T including at least a first floor, is reinforced concrete columns 1 formed by mixing steel fiber with a fiber diameter of 0.1-1 mm and a fiber length of 60 mm or less, into the super high strength concrete with a compressive strength of 80 N/mm
2 or higher.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供具有高经济效益的超高层建筑，通过在形成具有超高强度的钢筋混凝土柱的情况下通过防止破碎中具有爆炸声的碎片的散射而合理地确保结构强度和变形性能超高层建筑高度超过60米的混凝土，适当布置可增加极限变形角（韧性）的钢筋混凝土柱。
解决方案：在高度超过60米的超高层建筑中，至少有一部分柱（包括侧柱V的一部分）包括角柱U，布置在低层部分T的建筑物外围，包括至少一层是通过将纤维直径为0.1-1mm，纤维长度为60mm以下的钢纤维混合到抗压强度为80N / mm的超高强度混凝土中而形成的钢筋混凝土柱1， SP> 2 或更高。版权所有（C）2010，JPO＆INPIT

13. 发明专利

JP2005320734A Design method of outer shell pca column 有权
标题翻译：外壳PCA柱的设计方法
公开(公告)号：JP2005320734A
公开(公告)日：2005-11-17
申请号：JP2004138630
申请日：2004-05-07
申请人： Okumura Corp , 株式会社奥村組
发明人： HOSOYA HIROSHI
IPC分类号： E04B1/00 , E04B1/16 , E04B1/20
摘要： PROBLEM TO BE SOLVED: To provide a design method of an outer shell PCa column designable in a desired quality, by setting shearing strength, flexural strength and sticking strength of the outer shell PCa column to design accuracy equal to an integrally driving RC column, without forming the outer shell PCa column into an excessive quality, in the outer shell PCa column composed of an outer shell PCa member using a high strength member and a post-placing concrte part different in concrete strength from the outer shell PCa member.
SOLUTION: This column design method uses a specific shearing strength method to a PC column; and makes a shearing design by determining a concrete strength effectiveness factor ν
0 by a specific expression with concrete strength σ
B and horizontal reinforcing bar yield strength σ
wy as equivalent concrete strength
e σ
B and reinforcing bar effective yield strength
e σ
wy respectively determined by the specific expression. The design method uses an NZ stress block method, and makes a bending design by using the equivalent concrete strength
e σ
B as concrete strength.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过设定外壳PCa柱的剪切强度，弯曲强度和粘着强度，设计可以以所需质量设计的外壳PCa柱的设计方法，以设计等于一体驱动RC的设计精度柱，不形成外壳PCa柱过多的质量，外壳PCa柱由外壳PCa构件构成，使用高强度构件和与外壳PCa构件不同的混凝土强度的后置混凝土部件。
解决方案：该列设计方法对PC柱使用特定的剪切强度法; 并通过用具体混凝土强度σ B 的特定表达式确定混凝土强度有效因子ν 0 来进行剪切设计，并且水平钢筋屈服强度σ< SB>作为等效混凝土强度分别由下式确定的混凝土强度和/或SBB的强度有效屈服强度σ wy 具体表达。设计方法采用NZ应力块法，并以等效混凝土强度作为混凝土强度进行弯曲设计。版权所有（C）2006，JPO＆NCIPI

14. 发明专利

JP2005179889A Construction method of crack inducing joint and crack inducing joint 有权
标题翻译：裂纹引起接头和裂纹感应接头的构造方法
公开(公告)号：JP2005179889A
公开(公告)日：2005-07-07
申请号：JP2003417414
申请日：2003-12-16
申请人： Okumura Corp , 株式会社奥村組
发明人： WAKABAYASHI YASUHIRO , HIRAMATSU KAZUO , HOSOYA HIROSHI , YAMAGAMI SATOSHI , NAKADA HIROYUKI , KAWANISHI SHIGENORI , OYABU HISATO
IPC分类号： E04B1/62 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide a simple and efficient construction method of a crack inducing joint for surely removing sticking with a concrete wall by arranging a cross-sectional deficiency material provided with a uniform and thin separation material while eliminating useless additional application; and the crack inducing joint capable of surely exhibiting the crack inducting function.
SOLUTION: This construction method of the crack inducing joint is constituted by arranging a cutout 2 in a wall outside part, and embedding the cross-sectional deficiency material 7 inside the concrete wall. A thermally contractive tube 8' contracted by heating is brought into close contact with the cross-sectional deficiency material 7 after fastening the cross-sectional chipped material 7 properly covered with the thermally contractive tube to a reinforcement 3 of the concrete wall 1, or the cross-sectional deficiency material 7 brought into close contact with the thermally contractive tube 8' is fastened to the reinforcement 3 of the concrete wall 1 after being contracted by heating by properly covering the cross-sectional deficiency material 7 with the thermally contractive tube.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种简单而有效的裂缝诱导接头的施工方法，用于通过设置具有均匀和薄的分离材料的横截面缺陷材料，同时消除无用的附加应用，从而可靠地去除混凝土壁的粘附 ; 以及能够确定地具有裂纹感应功能的裂纹引导接头。解决方案：该裂纹诱导接头的施工方法是通过在外壁部分设置切口2并将横截面缺陷材料7嵌入混凝土壁内而构成的。将通过加热收缩的热收缩管8'在将由热收缩管适当覆盖的横截面切屑材料7紧固到混凝土墙1的加强件3之后，与截面不足材料7紧密接触，或与热收缩管8'紧密接触的横截面不足材料7通过用热收缩管适当地覆盖横截面不足材料7而在加热收缩之后被紧固到混凝土壁1的加强件3。版权所有（C）2005，JPO＆NCIPI

15. 发明专利

JP2000254914A METHOD AND APPARATUS FOR PLACING CONCRETE FOR OUTER SHELL PCa PILLAR 失效
公开(公告)号：JP2000254914A
公开(公告)日：2000-09-19
申请号：JP5905499
申请日：1999-03-05
申请人： OKUMURA CORP , PENTA OCEAN CONSTRUCTION , DAISUE CONSTRUCTION CO LTD , MATSUMURA GUMI CORP
发明人： ASANO YOSHINOBU , HOSOYA HIROSHI , UENISHI TAKASHI , KONO MASANORI , OGAWA YOSHIRO , SUEOKA KAZUHISA , YAMAURA ICHIRO , MURATA YOSHIYUKI , NITTA HIROSHI , YAMAO KENICHIRO , NONOGAMI MASAHIRO , KAJIWARA SHIGEO , KAYASHIMA YOSHIO , KONDO ATSUKI , KUROSHIMA TAKESHI , KAI MAKOTO , CHO TOMIAKI , NISHIKAWA HIROYUKI , WATANABE SATOSHI
IPC分类号： B28B13/02 , B28B21/86 , B28B23/02
摘要： PROBLEM TO BE SOLVED: To facilitate finishing work for the side face of a pillar and to uniformly and speedy place concrete over the whole space even for a narrow concrete molding space by a longitudinal placing type in molding an outer shell PCa pillar. SOLUTION: An outer shell PCa column is molded with concrete by utilizing a longitudinal placing type molding apparatus wherein side forms and an inner form are longitudinally stood on a bottom form. A hopper device 80 with an L-shaped feeding part 82 is mounted on an L-shaped opening part at the top end corner part of the molding apparatus and concrete is fed from the corner part into a concrete molding space with a rectangular horizontal crosssection. It is possible thereby to rapidly and enough fill the concrete even into the corner part into which the concrete has been hardly filled by means of the conventional longitudinal placing type. If necessary, a guide plate 90 is arranged along the outer peripheral face of the inner form.

16. 发明专利

JP2000254912A APPARATUS FOR MOLDING OUTER SHELL PCa PILLAR AND APPARATUS FOR HANGING DOWN IT 失效
公开(公告)号：JP2000254912A
公开(公告)日：2000-09-19
申请号：JP5865599
申请日：1999-03-05
申请人： OKUMURA CORP , PENTA OCEAN CONSTRUCTION , DAISUE CONSTRUCTION CO LTD , MATSUMURA GUMI CORP
发明人： ASANO YOSHINOBU , HOSOYA HIROSHI , UENISHI TAKASHI , KONO MASANORI , OGAWA YOSHIRO , SUEOKA KAZUHISA , YAMAURA ICHIRO , MURATA YOSHIYUKI , NITTA HIROSHI , YAMAO KENICHIRO , NONOGAMI MASAHIRO , KAJIWARA SHIGEO , KAYASHIMA YOSHIO , KONDO ATSUKI , KUROSHIMA TAKESHI , KAI MAKOTO , CHO TOMIAKI , NISHIKAWA HIROYUKI , WATANABE SATOSHI
IPC分类号： B28B21/56 , B28B23/08
摘要： PROBLEM TO BE SOLVED: To accurately finish four side faces by applying vertical placing when an outer shell PCa column with no pillar main reinforcement is molded with concrete and to simply and accurately stand an iron-reinforced pre-assembled body at a specified position. SOLUTION: A bottom form 1 arranged at a definite height, four side forms 4a and 4b stood on the bottom form 1 and an inner form assembled in an iron- reinforced pre-assembled body arranged in an upright posture in the side forms 4a and 4b are provided. In the bottom form 1, an opening 6 in which a rectangular form-shaped pillar leg hardware fixed on the end part of a pillar leg side is fitted is formed and a receiving piece 8 hooking and supporting the pillar leg hardware is provided. In addition, position controlling bolts 10 projecting into the side form and being brought into contact with the inner form are screwed into the upper part of each of the side forms 4a and 4b and the upright posture of the inner form is controlled by means of the position controlling bolts 10.

17. 发明专利

JP2000254747A REINFORCING BAR PREASSEMBLY OF OUTER SHELL PCa COLUMN AND ASSEMBLING DEVICE 失效
公开(公告)号：JP2000254747A
公开(公告)日：2000-09-19
申请号：JP5871899
申请日：1999-03-05
申请人： OKUMURA CORP , PENTA OCEAN CONSTRUCTION , DAISUE CONSTRUCTION CO LTD , MATSUMURA GUMI CORP
发明人： ASANO YOSHINOBU , HOSOYA HIROSHI , UENISHI TAKASHI , KONO MASANORI , OGAWA YOSHIRO , SUEOKA KAZUHISA , YAMAURA ICHIRO , MURATA YOSHIYUKI , NITTA HIROSHI , YAMAO KENICHIRO , NONOGAMI MASAHIRO , KAJIWARA SHIGEO , KAYASHIMA YOSHIO , KONDO ATSUKI , KUROSHIMA TAKESHI , KAI MAKOTO , CHO TOMIAKI , NISHIKAWA HIROYUKI , WATANABE SATOSHI
IPC分类号： B21F31/00 , E04C5/06 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To assemble a PCa column assembly in a short time by attachably/ detachably fixing a long size corner fixture having a cotter for corner forming between rectangular fixtures for column leg and column head facing and inserting plural rectangular hoop outside corner fixtures in the longitudinal direction at a prescribed interval. SOLUTION: Lattice shape hoops 22 are protruded in required numbers. Assemblies of the hoop 22 are successively arranged as erected between hoop holding frames 3, by operating a toggle clamp 8, the other hoop holding frame 3 is closed to engage an engaging recessed part 16, the assemblies are connected by connecting members not to open the hoop holding frames 3 each other. Inner lattice bars, etc., of the hoops 22 are bundled by binding wires. Corner fixtures 25 are inserted into outer peripheral bars, cotters are abutted on the outer peripheral bars, bolts are inserted into the inserting holes of column leg fixtures 30 and column head fixtures 31, by screwing nuts 39, the corner fixtures 25, the column leg fixture 30 and the column head fixtures 31 are bond. A reinforcing bar preassembly is assembled, the hoop holding frames 3 are opened to be stored to a prescribed place.

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