| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | Flexible membrane weir rising state detection structure | JP2001193400 | 2001-06-26 | JP2003003451A | 2003-01-08 | OKAZAKI YASURO |
| PROBLEM TO BE SOLVED: To obtain a flexible membrane weir rising state detection structure capable of accurately detecting a rising state of a flexible membrane weir without receiving any influence such as water pressure or the like. SOLUTION: A metal plate 22 is set in the center of a flexible membrane 20, and it is coated with a coating sheet 28. When the flexible membrane 20 is in the rising state, the metal plate 22 is detected by a metal detector 30 provided to a pipe line 14. Since the rising state is not detected by pressure of the flexible membrane 20, the rising state can be accurately detected without receiving any influence of water pressure. | ||||||
| 82 | Tubular structure | JP2000574351 | 1999-09-20 | JP2002526693A | 2002-08-20 | マチエール，マルセル |
| (57)【要約】 【課題】 複数の壁エレメントを前後に並べて縦方向軸線Ｏを有する管状構造物Ｄを形成した建築物であり、各壁エレメントは２つの側面エレメント32、32'と少なくとも１つの上部エレメント31とからなる少なくとも３つのプレハブの壁エレメントで構成され、各側壁の壁34は上端縁部と平坦な底面を有する基部33で構成され、上部エレメント31は２つの縦方向継手36、36'に沿って２つの側壁エレメント32、32'の上端縁部上に支持され且つ側壁32、32'の上部35、35'に接線状に接合され、側壁32、32'の基部33、33'に荷重を伝達するアーチを形成するようになっている、管状建築物の改良。 【解決手段】 側壁エレメント32、32'の少なくともいくつかが、構造物を被う盛り土による横方向の支持が無い場合でも、加わる荷重を吸収、伝達するのに十分な剛性を有するような形状をしていることを特徴とする管状建築物。 | ||||||
| 83 | Drain device | JP34837592 | 1992-12-28 | JPH06193018A | 1994-07-12 | SHIKI HIDENOBU; NAGAOKA TADAYOSHI |
| PURPOSE: To simply remove generated deposits by constituting drain device out of a cylindrical body opened at the upper and lower ends and a cover body for blocking the upper end of the cylindrical body, and providing many slots on the cylindrical body and the cover body. CONSTITUTION: The drain device 20 is made of stainless steel preventable for generation of rust, and constituted of a cylindrical body 21 opening at the upper and lower ends and an upper cover 22. Next, the cylindrical body 21 is composed of a lower cylinder part 21a having many slots 23 on the circumferential face and an upper cylinder part 21b having no slot. The slots 23 are formed so that a plurality of vertical rods 24 are fixed on the inner circumferential face of the upper cylinder part 21b at regular intervals in the circumferential direction, and a wire 25 made of stainless steel and triangular section is helically wound on the rods 24 in the condition of facing the top point of the triangle to the inside. The upper cover 22 is also provided with a plurality of slots 26 on the upper face, and the slots are formed by fitting a wires 27 of triangular section on the side part 22a of the upper cover 22 in parallel with each other. COPYRIGHT: (C)1994,JPO&Japio | ||||||
| 84 | Movable inner formwork device for culvert, etc. | JP4175781 | 1981-03-24 | JPS57158437A | 1982-09-30 | MATSUGASHITA NOBUYUKI |
| PURPOSE:To change the formwork device in the width direction up to a straight line from a curve section, and to improve the efficiency of execution by combining the formwork device freely adjusting curving and extension in the width direction and a travelling truck. CONSTITUTION:In a movable formwork device for executing a concrete structure such as the cluvert with the curve section, the travelling truck A travelling on the rails 3 of a floor surface 28 is mounted in elevation-free shape, the slab beam 8 of the formwork device B is mounted to the travelling truck A by means of screw levers 31 and adjusting tools 30 in shape that is freely adjusted and moved in the lateral direction, extensible materials 12 are set up to the slab beam 8 in extensible shape by means of an expansion device 14, the noses of the longitudinal crosspiece supporter 16 of side wall formworks 17 are pivotally supported to the noses of the expansion materials 12, the longitudinal crosspiece supporters 16 and the main frame bodies 1 of the travelling truck A are connected by expansion devices 19, and the formwork device which can apply to a change in the width direction up to a curve from a straight line in the culvert, etc. is obtained. | ||||||
| 85 | 溝本体とカバーとを備える排水溝 | JP2015530436 | 2013-09-09 | JP2015527513A | 2015-09-17 | アールマン、ハンス−ユリウス; ミーツェ、ヤン; キャニー、ジェームズ; マイヤー、シュテファン |
| 本発明の目的は、排水路本体(11)とカバー(20)とからなる排水構造について、安定であると同時に可変でもある設計を可能にすることにある。本目的は、排水路本体(11)およびカバー(20)が、排水路本体(11)の長手方向について見たときに係合装置(13、13’;14、14’;23、23’)を連続的に有することで、カバーが排水路本体(11)の上縁(12、12’)同士を、排水路本体の全長にわたって、引っ張りに耐える様相で長手方向に対する横方向に互いに接続することで、達成される。同じ排水路本体(11)を使用しつつ、例えば異なる荷重に合わせた異なるカバー(20)を使用することができるように、2種類の係合装置(13、13’;14、14’)が排水路本体に設けられる。【選択図】図1 | ||||||
| 86 | コンクリート製橋梁システム及び関連方法 | JP2014556578 | 2013-01-31 | JP2015510059A | 2015-04-02 | スコット ディー アストン; マイケル ジー カーファグノ; フィリップ エイ クリーマー |
| コンクリート製暗渠組立体が1組の互いに間隔を置いて設けられた細長いフータ(又はフーキング)及びフータによって支持された複数個のプレキャストコンクリート製暗渠部分を含む。各コンクリート製暗渠部分は、その下に通路を構成するための開いた底部、アーチ状の頂壁及び互いに間隔を置いた側壁を有し、側壁の各々は、頂壁から下方且つ外方に延びている。側壁の各々は、実質的に平坦な内面及び実質的に平坦な外面を有する。第1及び第2のハンチ区分が各々、側壁の一方を頂壁に接合している。各側壁は、各側壁の頂部から各側壁の底部に進むにつれて各側壁の厚さが減少するよう頂部から底部までテーパしている。各側壁の底部は、その水平底面から上方に延びる外側垂直平坦部を有する。 | ||||||
| 87 | Water flow management modules and structures | JP2012527885 | 2010-08-06 | JP2013503991A | 2013-02-04 | アイバン メイ ジャスティン; ヘラティ トム; ジェイ バークハート フィリップ |
| 地表の下の水の流れを管理するための構造物の中で使用されるモジュールおよびそのようなモジュールの構造物が開示される。 モジュールは支持部とデッキ部とを含み、支持部は間隔を空けて配置され、デッキ部の主要部と共に水路を形成する。 デッキ部はまた、主要部から延在する少なくとも１つの部分を含む。
【選択図】 図１ |
||||||
| 88 | Tubular structure | JP2000574351 | 1999-09-20 | JP4382987B2 | 2009-12-16 | マチエール，マルセル |
| 89 | Composite concrete metal stiffeners inclusion of the metal plate arch-type structure | JP50101498 | 1997-06-11 | JP4035168B2 | 2008-01-16 | トーマス シー． マックカバー， |
| 90 | Composite concrete metal stiffeners inclusion of the metal plate arch-type structure | JP50101498 | 1997-06-11 | JP2000511978A | 2000-09-12 | シー． マックカバー，トーマス |
| (57)【要約】 複合コンクリート補強波形金属アーチ型構造は、以下を包含する：ｉ）基本アーチ構造を規定するように相互接続された成形波形金属プレート（７８）の第１のセットであって、波部がアーチの長手方向長さに対して横方向に延びており；ｉｉ）基本アーチの該第１の相互接続されたプレートのセットに重なるように相互接続された第２の一連の成形波形金属プレート（２４）であって、第２の一連のプレートは、アーチの長手方向長さに対して横方向に延びる少なくとも１つの波部を有し、第２の一連のプレートの波部のトラフが第１のプレートのセットのクレストに固定されており；ｉｉｉ）相互接続された一連の第２のプレートおよび第１のプレートのセットは、コンクリートが（８６）が充填された複数の個々の横方向に延びる閉じ込められた連続的なキャビティ（８０）を規定することにより、第２の一連のクレストおよび第１のセットのトラフの金属内面によって閉じ込められたコンクリートの界面を規定し；ｉｖ）第１および第２のプレートの各々のキャビティの内面は、コンクリート−金属界面において剪断接着を提供する手段（９６）を有することにより、アーチを横切る個々の湾曲梁を提供することで、本構造は、印加された荷重に対し、正負の曲げ抵抗ならびに曲げおよび軸荷重の組み合わせに対する抵抗を提供する。 | ||||||
| 91 | JPS6349011B2 - | JP4175781 | 1981-03-24 | JPS6349011B2 | 1988-10-03 | MATSUGASHITA NOBUYUKI |
| PURPOSE:To change the formwork device in the width direction up to a straight line from a curve section, and to improve the efficiency of execution by combining the formwork device freely adjusting curving and extension in the width direction and a travelling truck. CONSTITUTION:In a movable formwork device for executing a concrete structure such as the cluvert with the curve section, the travelling truck A travelling on the rails 3 of a floor surface 28 is mounted in elevation-free shape, the slab beam 8 of the formwork device B is mounted to the travelling truck A by means of screw levers 31 and adjusting tools 30 in shape that is freely adjusted and moved in the lateral direction, extensible materials 12 are set up to the slab beam 8 in extensible shape by means of an expansion device 14, the noses of the longitudinal crosspiece supporter 16 of side wall formworks 17 are pivotally supported to the noses of the expansion materials 12, the longitudinal crosspiece supporters 16 and the main frame bodies 1 of the travelling truck A are connected by expansion devices 19, and the formwork device which can apply to a change in the width direction up to a curve from a straight line in the culvert, etc. is obtained. | ||||||
| 92 | Head wall unit | JP9352778 | 1978-07-31 | JPS5441548A | 1979-04-02 | DENISU JIYOONZU |
| 93 | PROTECTION SYSTEM FOR AVOIDING OBSTACLES IN ROADSIDE TRENCHES | EP12883590.7 | 2012-09-03 | EP2894257B1 | 2017-11-01 | MUNARETTO, Giorgio; MOSTAZA FÉRNANDEZ, Juan José; FRAILE ARRANZ, Ignacio; MANSILLA GALLO, Alberto |
| 94 | BRIDGE SYSTEM AND METHOD INCLUDING FOUR SIDED CONCRETE BRIDGE UNITS ADAPTED FOR PROMOTING SEDIMENTATION | EP15814307.3 | 2015-06-25 | EP3164545A1 | 2017-05-10 | ASTON, Scott D.; BLANK, Michael A.; ZAX, Edward H. |
| A system providing environmentally friendly pathway tunnel utilizes bridge units having a bottom configuration with multiple elongated beams and slots. One or more of the beams includes upstanding sedimentation members that are spaced apart along a span of the tunnel. The system interacts with the flowing water and earthen material in the flowing water such that capture and settling of the earthen material at locations along the tunnel occurs to produce a more natural water flow pathway along the tunnel. | ||||||
| 95 | METHOD FOR STRENGTHENING A STRUCTURE OF A TUBULAR BRIDGE OR A CULVERT AND THE STRENGTHENED TUBULAR BRIDGE OR CULVERT | EP14860327 | 2014-11-03 | EP3066262A4 | 2016-11-23 | TIKKAMÄKI JANNE; SIEKKELI JUKKA |
| The object of the invention is a method for strengthening a tubular bridge or culvert, and the tubular bridge or culvert strengthened with the method, which structure comprises at least a steel pipe (1) that is the object to be strengthened and is provided with an inside surface. Concrete reinforcement composed of ribbed reinforcement bars (2a) is assembled on the inside surface of the bottom part of the steel pipe and on top of the damage points, on top of which reinforcement a mold (2) composed of mold modules (3-5, 13) is placed, which mold is filled with concrete in such a way that the damage points and the ribbed reinforcement bars (2a) remain completely covered by concrete. | ||||||
| 96 | PROTECTION SYSTEM FOR AVOIDING OBSTACLES IN ROADSIDE TRENCHES | EP12883590 | 2012-09-03 | EP2894257A4 | 2016-04-06 | MUNARETTO GIORGIO; MOSTAZA FÉRNANDEZ JUAN JOSÉ; FRAILE ARRANZ IGNACIO; MANSILLA GALLO ALBERTO |
| 97 | ENTWÄSSERUNGSRINNE MIT EINEM RINNENKÖRPER UND EINER ABDECKUNG | EP13762432.6 | 2013-09-09 | EP2904162A1 | 2015-08-12 | AHLMANN, Hans-Julius; MIEZE, Jan; CANNEY, James; MEIER, Stephan |
| The aim of the invention is to allow a simultaneously stable and variable design of a drainage structure consisting of a drainage body (11) and a cover (20). This is achieved in that the drainage body (11) and the cover (20) continuously have engagement devices (13, 13'; 14, 14'; 23, 23') when seen in a longitudinal direction of the drainage body (11), whereby the cover connects upper edges (12, 12') of the drainage body (11) to one another transversely to the longitudinal direction in a tension-resistant manner over the entire length of the drainage body. In order to allow the use of different covers (20) for different loads for example while using the same drainage body (11), two types of engagement devices (13, 13'; 14, 14') are provided on the drainage body. | ||||||
| 98 | A FORMWORK FOR USE IN THE CONSTRUCTION OF ARCHED STRUCTURES AND A METHOD OF CONSTRUCTING ARCHED STRUCTURES | EP12757056 | 2012-03-15 | EP2686507A4 | 2014-09-03 | DREW JAMES JOSEPH |
| A formwork for constructing an arched structure comprises a first end panel and a second end panel. A plurality of longitudinal members extends between the first end panel and the second end panel. The longitudinal members are arranged in an arced formation and the longitudinal members slope between the first end panel and the second end panel. The formwork may have rollers disposed along lengths of the longitudinal members. | ||||||
| 99 | DEVICE FOR HEAT EXCHANGE | EP11832810.3 | 2011-09-27 | EP2627833A1 | 2013-08-21 | MARKUSSEN, Almar |
| The invention relates to a device (1) for heat exchange in a drainage system and a device for heat exchange on a building and construction site. The device comprises a heat exchange element (2) comprising an external pipe device (10) and an internal pipe device (20), where the internal pipe device (20) is provided inside the external pipe device (10). A coupling device (3) provides a fluid-communicating coupling between the heat exchange element (2), a first fluid connector (4) and a second fluid connector (5). The coupling device (3) comprises an external coupling interface (31) for coupling the heat exchange element (2) to the second fluid connector (5) and an internal coupling interface (32) for coupling the heat exchange element (2) to the first fluid connector (4). The external pipe device (10) comprises a first end (10a) connected to the external coupling interface (31) and a second end (10b) which is closed. The internal pipe device (20) comprises a first end (20a) connected to the internal coupling interface (32) and a second end (20b) which is open. The device (1) is configured so that a heat exchange medium can circulate through the first fluid connector (4), the internal pipe device (20), the external pipe device (10) and the second fluid connector (5). | ||||||
| 100 | METHOD OF MANUALLY RESTORING AN INNER SURFACE OF A CORRUGATED STEEL TUBE | EP08859845.3 | 2008-12-12 | EP2225418A1 | 2010-09-08 | WALLENTHEIM, Pär; SÖNKSEN, Hans |
| The invention relates to a method of manually restoring an inner surface (10) of a corrugated steel tube (1) forming part of a system for guiding water in association with an infrastructure, such under as roads, bridges and railroads.The method includes the steps of cleaning, finishing, repairing and coating. The inner surface (10) of the corrugated tube (1)is cleaned from remaining water and sediments, whereafter the inner surface (10)is finished to remove surface roughness created by ferrous corrosion(6). The occurring cavities, created by the ferrous corrosion, on the inner surface is repaired with a filler material and/or steel sheets and/or wire netting, whereafter the inner surface (10) is covered with a coating to create long time corrosion protection and restore the structural integrity. | ||||||
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