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1. 发明专利

JP2007187400A Protective cap structure for multiple stacks 有权
标题翻译：多层堆叠保护盖结构
公开(公告)号：JP2007187400A
公开(公告)日：2007-07-26
申请号：JP2006006933
申请日：2006-01-16
申请人： Toyo Techno Corp , 東洋テクノ株式会社
发明人： KIMURA MOTOTAMI
IPC分类号： F23J13/08
摘要： PROBLEM TO BE SOLVED: To provide a protective cap structure for multiple stacks that prevents the intrusion of rainwater into stacks out of operation by selectively capping a plurality of stacks.
SOLUTION: The protective cap structure for multiple stacks, which is installed to open or close flue gas openings of a plurality of stacks, comprises: an arm mechanism positioned at an equal distance from the centers of the plurality of stacks; and a cap attached to a tip end of the arm mechanism to selectively close the plurality of stacks. The arm mechanism comprises: a post erected on a base; an arm swingably and pivotally supported on the post to hold the cap in a removable manner; a counterbalance attached to one end of the arm and substantially balanced with the cap; and a winch for moving the arm tip end vertically. When an incinerator or the like is out of operation, a single operator can cap an unused stack to prevent the intrusion of rainwater and the like.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供多个堆叠的保护盖结构，其通过选择性地封盖多个堆叠来防止雨水进入堆叠而不工作。解决方案：用于多个堆叠的保护盖结构，其安装用于打开或关闭多个堆叠的烟道气体开口，包括：臂机构，其位于与多个堆叠的中心相等的距离处; 以及附接到所述臂机构的末端的帽，以选择性地关闭所述多个堆叠。臂机构包括：竖立在基座上的柱; 臂可摆动地且枢转地支撑在柱上以将帽保持在可移除的方式; 附着在所述臂的一端并与所述盖基本平衡的平衡物; 以及用于将臂尖端垂直移动的绞盘。当焚化炉等不工作时，单个操作者可以盖住未使用的堆，以防止雨水等的入侵。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JPH11350725A METHOD OF CONSTRUCTING TOWERING STRUCTURE 失效
公开(公告)号：JPH11350725A
公开(公告)日：1999-12-21
申请号：JP16099498
申请日：1998-06-09
申请人： TOYO TECHNO CORP
发明人： SUGIMURA KOICHI , MIZOTA KAZUYA
IPC分类号： E04G1/20 , E04G11/22 , E04G11/24 , E04G11/28 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To permit pushing up an external scaffold unit along a tower mast, pulling up an internal scaffold unit, and moving internal and external formwork in association therewith by providing a liftable single climbing unit between the external and internal scaffold units. SOLUTION: A climbing unit 4 is installed above an internal scaffold unit 3 and an external scaffold unit 6 above the climbing unit, both can be lifted along a tower mast 2. The climbing unit 4 pushes up the external scaffold unit 6, an external formwork is moved so that it may be continuous to the upper end of an external wall 7, the climbing unit 4 is lowered once to just above the internal scaffold unit 3 and fixed together, the internal scaffold unit 3 is pulled up with the climbing unit 4, and the internal formwork is moved so that it may be continuous to the upper end of the external wall 7. As the external and internal scaffold units 7, 3 are moved by the single climbing unit 4, and thereby moves the external and internal formwork, an occupied space can be reduced and work efficiency also improves.

3. 发明专利

JPH0850073A METHOD AND APPARATUS FOR MEASURING STRESS-STRAIN BEHAVIOR 失效
公开(公告)号：JPH0850073A
公开(公告)日：1996-02-20
申请号：JP20597194
申请日：1994-08-08
申请人： TOYO TECHNO CORP KK
发明人： ISOMOTO YOSHINORI
IPC分类号： G01L25/00 , G01B21/32 , G01N3/30
摘要： PURPOSE:To obtain the accurate stress-strain curve of a sample at fast collision speed by solving a specific formula by calculating the relational curve of the load generated by allowing the pressure element to collide with the sample at arbitrary collision speed and the contact time of the sample and the pressure element. CONSTITUTION:The relational curve of the load (F) generated by allowing a spherical pressure element 1 with an arbitrary radius (R) and mass (m) to collide with a sample 4 at arbitrary collision speed (V) and the contact time (t) of the sample 4 and the pressure element 1 is calculated. An equation of motion dV/dt=F/m=--alphaC/m is solved from the initial speed (V0) of the pressure element 1 and the boundary condition at a time when the pressure element 1 is stopped after the collision with the sample 4. Stress (P) is plotted on a vertical axis and a dent rate (d/D) being a ratio of the dent radius (d) of the sample 4 to the diameter (D) of the pressure element 1 is plotted on a horizontal axis to obtain a stress-strain curve.

4. 发明专利

JP2014177793A Step processing device for drilling hole 有权
标题翻译：用于钻孔的步骤处理装置
公开(公告)号：JP2014177793A
公开(公告)日：2014-09-25
申请号：JP2013051601
申请日：2013-03-14
申请人： Toda Constr Co Ltd , 戸田建設株式会社 , Kumagai Gumi Co Ltd , 株式会社熊谷組 , Japan Pile Corp , ジャパンパイル株式会社 , Taiyo Kiso Kk , 大洋基礎株式会社 , Daiho Constr Co Ltd , 大豊建設株式会社 , Tokyu Construction Co Ltd , 東急建設株式会社 , Toyo Techno Corp , 東洋テクノ株式会社 , Nishimatsu Constr Co Ltd , 西松建設株式会社 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： KANEKO OSAMU , SANO DAISAKU , NAKAMURA YASUNORI , MORI TOSHIHIRO , IIDA TSUTOMU , HATTORI KEISHO , FUJIKI HIDENORI , KAWANISHI YUKI , KOBAYASHI KOJI , ENOMOTO TAKESHI , YAJIMA JUNJI , NAKAZAWA FUTA , MIYAMOTO KAZUYUKI , YAMADA MASAKI , ARAI TOSHIAKI , TAKAHASHI KOJI , MIYATA KATSUTOSHI , MATSUKI KAZUHIKO
IPC分类号： E21B10/32
摘要： PROBLEM TO BE SOLVED: To provide a step processing unit for drilling hole that can solve a problem in which a conventional step processing unit for drilling hole requires a dedicated bucket for drilling and is thereby high in manufacture cost and construction cost and long in construction period.SOLUTION: A step processing device 1 for drilling hole comprises: a rod suspended from a kelly-bar; a bucket for drilling provided at a lower end part of the rod; an expansion blade which is provided on the rod, and swings to be made compact within a diameter range of the bucket for drilling when stored, and projects and swings from the diameter range of the bucket for drilling when expanded to obliquely drill a step part of a hole wall through rotation of the kelly-bar; a swing driving device provided on the rod so as to make the expansion blade swing; and a scraper which is fixed detachably to a lower surface of the expansion blade and rakes out slime accumulated on a hole wall surface, drilled obliquely by the expansion blade, at the step part through the rotation of the kelly-bar.
摘要翻译：要解决的问题：为了提供一种钻孔的台阶处理单元，其能够解决现有的钻孔的步进处理单元需要专用的钻孔的问题，因此制造成本和施工成本高，施工周期长解决方案：用于钻孔的台阶处理装置1包括：从凯利杆悬挂的杆; 用于钻杆的铲斗，设置在杆的下端部分; 设置在杆上的膨胀叶片，并且在储存时在铲斗的直径范围内变得紧凑的摆动，并且当膨胀的铲斗的直径范围从膨胀的铲斗的直径范围突出并摆动以斜向钻出步骤部分一个孔壁通过旋转的凯利杆; 摆动驱动装置，设置在所述杆上，以使所述膨胀叶片摆动; 以及可拆卸地固定到膨胀叶片的下表面的刮刀，并且通过所述凯利杆的旋转，在所述台阶部分处，通过所述膨胀叶片倾斜地凿出积聚在孔壁表面上的泥土。

5. 发明专利

JP2007254980A Chuck collar for tubing device 有权
标题翻译：用于管道装置的卡箍
公开(公告)号：JP2007254980A
公开(公告)日：2007-10-04
申请号：JP2006077960
申请日：2006-03-22
申请人： Nippon Sharyo Seizo Kaisha Ltd , Tenox Corp , Toyo Techno Corp , Zenitaka Corp , 日本車輌製造株式会社 , 東洋テクノ株式会社 , 株式会社テノックス , 株式会社錢高組
发明人： IWAKURA AKIRA
IPC分类号： E02D7/22 , E21B7/20
摘要： PROBLEM TO BE SOLVED: To provide a chuck collar for a tubing device capable of improving efficiency in replacing contaminated soil with good quality soil without needing a special exclusive machine and reducing treatment cost with a decrease in the amount of removed soil.
SOLUTION: The chuck collar 31 is mounted to a chuck 28 of the tubing device 11 with chucks 28 provided at a plurality of circumferential parts to press in an axis direction and grip a casing tube inserted through a casing insertion hole 12a. The chuck collar 31 comprises a base part 31a fixed to the chuck 28 in a position to correspond to an angular part 32a of the square casing tube 32 inserted in the casing insertion hole 12a, and a grip face 31b shaped to correspond to the outer surface of the angular part 32a of the square casing tube 32.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于管道装置的卡盘套环，其能够在不需要特殊专用机器的情况下提高用优质土壤替代污染土壤的效率，并且通过减少去除土壤的量来降低处理成本。解决方案：卡盘套环31安装到管道装置11的卡盘28上，卡盘28设置在多个周向部分，以沿轴向方向按压并夹住通过套管插入孔12a插入的套管。卡盘套环31包括固定到卡盘28的基部31a，其位于与插入到壳体插入孔12a中的方形套管32的角部32a对应的位置，以及形成为对应于外表面的抓握面31b 方形套管32的角部分32a。（C）2008，JPO＆INPIT

6. 发明专利

JP2003097091A BUILDING HAVING TABULAR SHAPE CAPABLE OF RERUCING WIND RESPONSE 审中-公开
公开(公告)号：JP2003097091A
公开(公告)日：2003-04-03
申请号：JP2001289752
申请日：2001-09-21
申请人： NIPPON KOKAN KK , TOYO TECHNO CORP
发明人： OKAMOTO NORIAKI , IIDA YASUHIKO , YOSHIDA KATSUTOSHI , KIMURA MOTOTAMI , FUKUMOTO TSUTOMU
IPC分类号： E04H9/14 , E04H12/00 , E04H12/28
摘要： PROBLEM TO BE SOLVED: To provide a building having a tabular shape reduced in wind response in the building having a square tabular surface in which the aspect ratio of a chimney or the like is 12 to 15, and whirl exciting force or aerodynamic unstable vibration are applied larger. SOLUTION: In the building having a square tabular shape and the aspect ratio D/B=12 to 15, a corner notch or corner cut with w/B=1/18 to 2/18 is provided in the corners of the square, wherein D: height of the building, B: length of one side of the square, w: width of cutout. Thus, the corner notch or corner cutout is provided to change the stream of wind in the periphery of the building, so that a releasing stream is formed closer to the wall surface of the building to reduce aerodynamic unstable vibration such as galloping and fluttering.

7. 发明专利

JPH11172692A EXECUTION OF COLUMN CONSTITUTION MEMBER 失效
公开(公告)号：JPH11172692A
公开(公告)日：1999-06-29
申请号：JP36353497
申请日：1997-12-16
申请人： SATO BENEC CO LTD , TOYO TECHNO CORP
发明人： WATANABE SHIRO , KANDA KANJI , KATO KIMIHIRO , KIHARA TADASHI , TAKADA MASAKI , TORII MICHIO , HARADA KOJI , ORIKI HIROSHI , YAMASHITA KOICHI
IPC分类号： E02D5/34 , E02D27/00 , E02D27/12 , E04B1/24 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To increase strength of a connection part and improve working efficiency and execution precision by locating a column constitution member in a pile hole after burying a casing in the underground and placing concrete in the excavated pile hole and integrally executing a pile and the column constitution member of a ground part. SOLUTION: A casing 2 is buried in an underground, and a ground in the easing 2 is excavated down to a prescribed depth to form a pile hole 5 so as to insert a pile reinforcing bar cage. A frame 6 locating a column steel frame 10 being the column constitution member A of a ground part is installed upward of the casing 2, and after concrete 3 is placed in the pile hole 5, the column constitution member A prefabricating a column leg reinforcing cage 12 is hung down as the frame 6 is made a guide to bury the lower end in unhardened concrete 3 of a pile head part 4. Since a cast-in-place concrete pile 1 and the column constitution member A are integrally and continuously executed, ground case construction can be early performed, and shortness of a construction period and reduction of a construction cost can be contrived to improve working efficiency. In addition, since the column constitution member A is constructed as the frame 6 is made a guide, execution precision is improved.

8. 发明专利

JPH1183746A DEVICE AND METHOD FOR FLAW DETECTION 失效
公开(公告)号：JPH1183746A
公开(公告)日：1999-03-26
申请号：JP24722197
申请日：1997-09-11
申请人： TOYO TECHNO CORP KK
发明人： ISOMOTO YOSHINORI , IMAOKA AKIHIRO
IPC分类号： G01N21/88 , G01N21/952
摘要： PROBLEM TO BE SOLVED: To reduce the size of a flaw detector used for cylindrical objects and, at the same time, to improve the convenience of the flaw detector. SOLUTION: A flaw detector 1 is composed of ring members 3a and 3b which are movably arranged along an object 2 to be detected in such a state that the object 2 is put in the members 3a and 3b, and a sensor section 4 which moves round the object 2 along the peripheral direction of the members 3a and 3b. The sensor section 4 emits laser light, etc., toward the object 2 for detecting flaws, while the section 4 moves round the object 2 along the peripheral direction of the members 3a and 3b. Therefore, the size of the flaw detector 1 is reduced, because no large-scaled device is required for rotating the object 2. In addition, the convenience of the flaw detector 1 is improved, because no precise alignment is required for the object 2.

9. 发明专利

JP2015007321A 場所打ち杭の支持層貫入検知装置有权
标题翻译：轴承层穿透式探测器
公开(公告)号：JP2015007321A
公开(公告)日：2015-01-15
申请号：JP2013132335
申请日：2013-06-25
申请人：鹿島建設株式会社 , Kajima Corp , 東洋テクノ株式会社 , Toyo Techno Corp
发明人： ISHII SADAMI , TANAKA SHUNPEI , KAMEYAMA KENICHI , KOTAKI YUTAKA , OTAKE MASANORI , KATO MASAAKI , MIYAMOTO KAZUYUKI , OCHIAI TOSHIYUKI , SHI TOUKAI
IPC分类号： E02D33/00 , E02D5/34
摘要：【課題】途中で折れ曲がった孔壁を避けながら、PS検層プローブを出来るだけ、杭の孔壁に近づけることができ、正確な制御と時間の短縮が可能となる。【解決手段】場所打ち杭の孔の測定孔壁地盤にそってこの測定孔壁地盤の近傍に擬似地盤面としての反射板を設置して擬似測定領域を形成し、この反射板の中心位置近傍に振源を設置するとともに、測定位置に受振器を設置したPS検層用装置において、ワイヤーケーブル22で吊り下ろされた天秤26による吊り下げ治具を用いて前記PS検層用装置を吊り支承した。【選択図】図1
摘要翻译：要解决的问题：通过使PS测井探头尽可能靠近桩的孔壁，同时避免孔壁在中间点弯曲，从而能够精确控制和缩短时间。解决方案：在PS设备中通过在测量孔壁地面附近沿着用于现场桩的孔的测量孔壁地面安装作为假地面的反射器形成假测量区域; 地震源安装在反射器的中心位置附近; 地震检波器安装在测量位置。用于PS测井的装置通过悬挂夹具悬挂支撑，其使用由电缆电缆22悬挂的平衡26。

10. 发明专利

JP2013234518A Structure and method for joining cast-in-place concrete pile and reinforced concrete footing beam 审中-公开
标题翻译：混凝土混凝土桩和加固混凝土梁的结构与方法
公开(公告)号：JP2013234518A
公开(公告)日：2013-11-21
申请号：JP2012108534
申请日：2012-05-10
申请人： C & C Engineering:Kk , 有限会社シーアンドシーエンジニアリング , Toyo Techno Corp , 東洋テクノ株式会社
发明人： NAKAYAMA KATSUMI , MIZUKI KEIJI , IGARASHI YUKIYOSHI , ASAKI EISUKE
IPC分类号： E02D27/00 , E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a structure and method for joining a cast-in-place concrete pile and a footing beam by which the cast-in-place concrete pile and the footing beam are joined to each other with simple construction without constructing a foundation.SOLUTION: A footing beam 20 comprises a footing beam central part 202 arranged between two cast-in-place concrete piles 10, and a footing beam end part 201 joined to a head of the cast-in-place concrete pile 10. The footing beam end part 201 has a width approximately equal to the diameter of the head of the cast-in-place concrete pile 10, and is provided with a third main reinforcement which is juxtaposed with a second main reinforcement of the footing beam central part 202, is orthogonal to a first main reinforcement 11 together with the second main reinforcement to come into contact with the outer peripheral part of an installation range 101, and is arranged so as to penetrate the head of the cast-in-place concrete pile 10. The cast-in-place concrete pile 10 and the footing beam 20 are joined to each other by driving concrete into the respective main reinforcements.
摘要翻译：要解决的问题：提供一种现浇混凝土桩和基础梁的结构和方法，其中现浇混凝土桩和基础梁以简单的结构相互连接，而不构成基础。解决方案：底脚梁20包括设置在两个现浇混凝土桩10和连接到现浇混凝土桩10的头部的脚梁端部201之间的基脚梁中心部分202。脚梁端部201的宽度大致等于现浇混凝土桩10的头部的直径，并且设置有与基脚梁中心部分202的第二主加强件并置的第三主加强件与第二主加强件一起与第二主加强件11正交，以与安装范围101的外周部分接触，并且布置成穿过现浇混凝土桩10的头部。 T 他现浇混凝土桩10和脚梁20通过将混凝土驱动到相应的主增强件中而相互连接。

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