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1. 发明专利

JP2014101728A Evacuation for structure 有权
标题翻译：取消结构
公开(公告)号：JP2014101728A
公开(公告)日：2014-06-05
申请号：JP2012255842
申请日：2012-11-22
申请人： Taisei Corp , 大成建設株式会社
发明人： KOTAKE TATSUYA , HOSOZAWA OSAMU , SHINOZAKI YOZO , YAJIMA RYUTO
IPC分类号： E04H9/14
摘要： PROBLEM TO BE SOLVED: To provide a structure for evacuation, which can be effectively utilized even under normal circumstances, which can be simply and inexpensively constructed, and which can secure an evacuee's safety on the occurrence of a flood, a tsunami and the like.SOLUTION: A structure 1 for evacuation includes a building body 2, a floating body 3 that is installed on the roof floor of the building body 2, and a connection part 4 that leads to the floating body 3 from the building body 2. The floating body 3 is made of a flat plate that has density enabling it to float on water. The connection part 4 moors the floating body 3 to the building body 2 when the floating body 3 floats.
摘要翻译：要解决的问题：提供即使在正常情况下可以有效利用的疏散结构，其可以简单且廉价地构造，并且可以在发生洪水，海啸等时确保撤离者的安全性。解决方案：用于排空的结构1包括建筑物体2，安装在建筑物体2的屋顶地板上的浮体3和从建筑物体2通向浮体3的连接部分4.浮动主体3由具有使其浮在水上的密度的平板制成。当浮体3浮起时，连接部4使浮体3离开建筑物体2。

2. 发明专利

JP2006090030A Wall body, construction method of wall body and building 审中-公开
标题翻译：墙体，墙体和建筑施工方法
公开(公告)号：JP2006090030A
公开(公告)日：2006-04-06
申请号：JP2004277581
申请日：2004-09-24
申请人： Taisei Corp , 大成建設株式会社
发明人： ITO TOYOO , SASAKI MUTSUO , SHIBAYAMA TETSUYA , HOSOZAWA OSAMU
IPC分类号： E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a wall body and a construction method thereof capable of simply and surely ensuring an interval between a pair of surface plates, additionally preventing the damage to the appearance even if the surface plate is used as a finished surface and a building having such a wall body.
SOLUTION: The wall body comprises an external surface plate 10 (a first surface plate) having a plurality of through-holes 11, a plurality of spacers 30, 30, ... arranged so as to close the through-holes 11, an internal surface plate 20 (a second surface plate) opposed to the first external surface plate 10 by holding a plurality of spacers 30, 30, ... and a concrete placed between the external surface plate 10 and the internal surface plate 20, one end of each of the spacers 30 is fixed to the external surface plate 10 and, at the same time, the other end is fixed to the internal surface plate 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够简单且可靠地确保一对表面板之间的间隔的壁体及其施工方法，另外，即使将表面板用作成品，也能够防止外观损坏表面和具有这种壁体的建筑物。解决方案：壁体包括具有多个通孔11的外表面板10（第一表面板），多个间隔件30,30 ...，以便关闭通孔11 ，通过保持多个间隔件30,30和...以及置于外表面板10和内表面板20之间的混凝土而与第一外表面板10相对的内表面板20（第二表面板）每个间隔件30的一端固定到外表面板10上，同时另一端固定在内表面板20上。（C）2006年，JPO＆NCIPI

3. 发明专利

JP2000073387A BUOYANCY SUPPRESSING MECHANISM FOR STRUCTURE 失效
公开(公告)号：JP2000073387A
公开(公告)日：2000-03-07
申请号：JP24668298
申请日：1998-09-01
申请人： TAISEI CORP
发明人： HOSOZAWA OSAMU , FUKUSHIMA JUNICHI , MASHIMA MASATO , SAWADA ICHIRO , SHIMAMURA KOHEI
IPC分类号： E02D31/08
摘要： PROBLEM TO BE SOLVED: To reduce the labor and time required for execution by installing water stop members for suppressing the intrusion of water into the ground below a structure to a water nonpermeable layer around the structure, and providing a well for pumping the water in the ground. SOLUTION: A structure 1 located at a low layer and having a wide plot area such as an athletic field is supported on the ground 4 having the surrounding underground water level 2 higher than that of the foundation surface 3 via piles. Piles filled with concrete inside are integrally connected by O-C type joints to surround the ground 4a below the structure 1, and they are installed to reach a water nonpermeable mudstone layer 11 from a sift layer 9 on the surface of the ground 4 through a gravel bed 10 to form a water stop steel pipe column line 5. A water level control well 12 reaching the gravel bed 10 from the foundation portion is provided at the bottom section of the structure 1, and the discharge pipe of the well 12 is guided to a spring water processing chamber 13 provided at the bottom section of the structure 1. The underground water pumped-up in the well l2 is drained to a drain path by a pump. The labor and time required for execution can be reduced.

4. 发明专利

JPH10219835A STRUCTURE OF ROOF FRAME OF DOME 失效
公开(公告)号：JPH10219835A
公开(公告)日：1998-08-18
申请号：JP3714497
申请日：1997-02-05
申请人： TAISEI CORP , TAKENAKA KOMUTEN CO
发明人： HOSOZAWA OSAMU , TANNO YOSHIO , NISHIKAWA KAORU , YUKAWA MASAHIRO , SHIMAMURA KOHEI , NAKAI MASAYOSHI
IPC分类号： E04B1/32 , E04B7/10 , E04C3/04
摘要： PROBLEM TO BE SOLVED: To save labour for work by forming a roof of a grating steetframe and supporting a grating of a lower chord by a bundle material vertically hanging down from an intersection of a grating of an upper chord on a dome roof both of longitudinal and cross sections of which are constituted of curved surfaces. SOLUTION: A dome roof is formed of a grating steel frame 1 made of upper and lower two-surface gratings, and both of a grating 11 of an upper chord and a grating 12 of a lower chord are formed by arranging them to be orthogonal with each other on a plane. Thereafter, a lower end of a bundle material 13 vertically hanging down from an intersection of the grating 11 of the upper chord is fixed on an intersection of the grating 12 of the lower chord, and connection of the grating 11 of the upper chord member and the grating 12 of the lower chord is carried out. Thereafter, a surface of a vertical parallelogram surface is formed of the bundle material 13 to connect the grating 11 of the upper chord and the grating 12 of the lower chord, but a truss is formed by installing a brace 14. Consequently, it is possible to form a frame which is of truss structure but light and has a sense of tranparency.

5. 发明专利

JPH10219834A SUPPORT STRUCTURE OF DOME ROOF 失效
公开(公告)号：JPH10219834A
公开(公告)日：1998-08-18
申请号：JP3714197
申请日：1997-02-05
申请人： TAISEI CORP , TAKENAKA KOMUTEN CO
发明人： TANNO YOSHIO , HOSOZAWA OSAMU , YUKAWA MASAHIRO , NISHIKAWA KAORU , NAKAI MASAYOSHI , SHIMAMURA KOHEI
IPC分类号： E04B1/32 , E04B7/10 , E04C3/04 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To reduce thrust transmission by fixing a lower end of a curved roof frame a center of which is formed high on a vertical support member, connecting upper and lower ends of the support member by overhanging a horizontal material at an intermediate position of this support member and pin-connecting leg parts of the support member. SOLUTION: Both lower ends of a curved roof frame 1 are fixed on vertical support members 2, ends of upper chord 11 of a truss are fixed on upper ends of the support members 2 and ends of lower chord 12 are fixed on intermediate parts of the support members 2. Thereafter, horizontal materials 3 are overhung to outsides of intermediate positions of the support members 2, and the truss is formed by connecting head ends of these horizontal materials 3 and upper and lower ends of the support members 2 to each other by diagonal member 4. Thereafter, the leg parts of the support members 2 which are vertically set are connected to lower part supports 5 with pins 51, and the lower part supports 5 arranged on a curve are connected and constrained by support tie beams 6 in the circumferential direction. Consequently, it is possible to reduce transmission of thrust to a lower part structure by roof dead weight in simple structure.

6. 发明专利

JPH04312682A VIBRATION DAMPER OF STEEL FRAMED CONSTRUCTION 失效
公开(公告)号：JPH04312682A
公开(公告)日：1992-11-04
申请号：JP7912991
申请日：1991-04-11
申请人： TAISEI CORP
发明人： HOSOZAWA OSAMU , OGURA KEIJI , SHINOZAKI YOZO
IPC分类号： E04B1/24 , E04H9/02 , E04H9/14
摘要： PURPOSE:To facilitate a replacement of vibration damper members to maintain the effect of vibration damping by incorporating the unitized vibration damping members consisting of ultralow yielding point steel materials into a skeleton constituted of steel columns and beams. CONSTITUTION:Vibration damping members 3 of ultralow yielding point steel materials are incorporated into elements having high stress of members 4 and 5 of general steel materials in a rigid frame skeleton consisting of general steel columns 1 and beams 2. At that time, the vibration damping members 3 are unitized, rigid joints 6 with high strength bolts are provided between the members 4 and 5, and they are so mounted that they are capable of replacing. Plastic deformation is made in the vibration damping members 3 by stress caused in the time of repeated horizontal load such as wind, etc., so that energy such as wind, etc., is absorbed. According to the constitution, the vibration damping members 3 are so unitized that they are capable of replacing, and a fall in performance of the steel materials caused by fatigue and damage can be thereby prevented to maintain always the effect of vibration damping.

7. 发明专利

JP2017115493A 鋼管柱の接合構造审中-公开
公开(公告)号：JP2017115493A
公开(公告)日：2017-06-29
申请号：JP2015253731
申请日：2015-12-25
申请人：大成建設株式会社 , Taisei Corp
发明人： MIZUTANI TARO , HOSOZAWA OSAMU , MURASE MASAKI
IPC分类号： E04B1/24 , E04B1/58
摘要：【課題】せん断力の伝達性能が高い鋼管柱の接合構造を提供する。【解決手段】突き合わされた一対の鋼管柱の接合構造1であって、前記一対の鋼管柱は第1の鋼管柱2と第2の鋼管柱3を含み、前記第1の鋼管柱2の接合端には、開口部5を有する第1のエンドプレート4が接合されており、前記第2の鋼管柱3の接合端には、前記第1の鋼管柱2との接合面に凸部7を有する、第2のエンドプレート6が接合されており、前記第2のエンドプレート6の前記凸部7は、前記第1のエンドプレート4の前記開口部5に、前記凸部7の外側周面7aと前記開口部5の内壁5aが近接するように嵌合されており、前記第1及び第2のエンドプレート4、6は、前記第1及び第2の鋼管柱2、3の内側で、複数の緊締具8によって締結されている、鋼管柱の接合構造1を提供する。【選択図】図2

8. 发明专利

JP2013060772A Towering structure 有权
标题翻译：提升结构
公开(公告)号：JP2013060772A
公开(公告)日：2013-04-04
申请号：JP2011200961
申请日：2011-09-14
申请人： Taisei Corp , 大成建設株式会社
发明人： HAYABE YASUHIRO , ISSHIKI YUJI , MURASE MASAKI , HOSOZAWA OSAMU
IPC分类号： E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a towering structure capable of reducing a deflection angle with the reduced weight of the upper part and of reducing its cost.SOLUTION: The towering structure for supporting an antenna includes a column body having a plurality of column structural members connected to one another. The column structural members located on the uppermost part for supporting the antenna, out of the column structural members, are steel structures, and the remaining column structural members are PHC or PRC structures having the same diameter.
摘要翻译：要解决的问题：提供一种能够通过减轻上部部件的重量来降低偏转角并降低其成本的高耸结构。解决方案：用于支撑天线的高耸结构包括具有彼此连接的多个柱结构构件的柱体。位于列结构构件中的用于支撑天线的最上部的柱结构构件是钢结构，其余的柱结构构件是具有相同直径的PHC或PRC结构。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2012127083A Towering structure 审中-公开
标题翻译：提升结构
公开(公告)号：JP2012127083A
公开(公告)日：2012-07-05
申请号：JP2010278073
申请日：2010-12-14
申请人： Taisei Corp , 大成建設株式会社
发明人： HOSOZAWA OSAMU , SATO YOSHIHISA , KOMURO TSUTOMU , FUJIYAMA JUNJI , HAYABE YASUHIRO , OTAKE KATSUHIRO , FUKUMOTO YOSUKE , MATSUMOTO TETSUYA , WATANABE MASARU , OWAKU YOKO
IPC分类号： E04H12/16 , E04H12/20
摘要： PROBLEM TO BE SOLVED: To provide a towering structure which has a sufficient strength as a structure and does not damage the beauties in the surrounding areas.SOLUTION: A towering structure includes a columnar main body erected on the foundation, plural beam members that are coupled to the main body and extend from the main body in a radiation direction in plane view, and plural tension members that are coupled to the tips of the beam members and the foundation.

10. 发明专利

JP2005264499A Dome structure 有权
标题翻译：体现结构
公开(公告)号：JP2005264499A
公开(公告)日：2005-09-29
申请号：JP2004076202
申请日：2004-03-17
申请人： Taisei Corp , 大成建設株式会社
发明人： HOSOZAWA OSAMU , MIZUTANI TARO
IPC分类号： E04B1/32 , E04B7/08
摘要： PROBLEM TO BE SOLVED: To provide a dome structure, which is constructed easily, in which a passage or the like is ensured while treating snow sliding from a roof without installing a snow melting pond or a snow piling land, and which can utilize a space section under the roof covered with the roof maximally.
SOLUTION: In the dome structure 10, the dome structure 10 has the dome-shaped roof 2 and square-shaped supporting structures 3 supporting the outer peripheral edge section of the roof 2 and having an annular shape in a plan view, and the space section 5 under the roof is formed on the inside. In the dome structure 10, the supporting structures 3 support the roof 2 by their inner-peripheral edge sections, and have deck slabs 31 projected to the outside of the space section 5 and supporting sections 32 receiving the vertical force of the roof 2 while supporting the horizontal sections 31. In the dome structure 10, the deck slabs 31 receive the thrust S of the roof 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供容易构造的圆顶结构，其中在不安装雪熔池或积雪地的同时处理从屋顶滑雪的同时确保通道等，并且其可以最大限度地利用被屋顶覆盖的屋顶下的空间部分。解决方案：在圆顶结构10中，圆顶结构10具有圆顶形屋顶2和支撑屋顶2的外周边缘部分并且在平面图中具有环形形状的方形支撑结构3，屋顶下面的空间部分5形成在内部。在圆顶结构10中，支撑结构3通过其内周边缘部支撑屋顶2，并且具有突出到空间部分5的外侧的甲板板31和承受屋顶2的垂直力的支撑部分32，同时支撑水平部分31.在圆顶结构10中，甲板31接收屋顶2的推力S.版权所有（C）2005，JPO＆NCIPI

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