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    • 1. 发明公开
    • BRACKET ASSEMBLY AND FORM SIDE WALLS FOR FORMING STRUCTURAL COMPONENTS
    • 用于形成结构件的支架组件和成型侧壁
    • EP3138963A3
    • 2017-09-06
    • EP16188077.8
    • 2013-01-10
    • Moyher, Charles S.
    • Moyher, Charles S.
    • E02D27/02E04G13/00
    • E04G21/06E02D19/00E02D27/02E04G9/10E04G11/06E04G13/00
    • A system is disclosed for retaining a concrete to form a foundation of a structure. The system includes side walls that receives and retain the concrete and a bracket assembly that retains the side walls. The side walls include a first side wall and a second side wall, at least one of the first and second side walls is comprised of a component having an interior cavity. The bracket assembly includes reinforcement posts and a separator bar. The separator bar has a plurality of apertures disposed along its length. The apertures include a first set and a second set. The first set and the second set of apertures are sized to retain the reinforcement posts at locations corresponding to nominal widths of the component and building materials that comprise the components to form a cross section of the foundation approximating one of a trapezoid or a combination of a trapezoid and a rectangle.
    • 公开了一种用于保持混凝土以形成结构基础的系统。 该系统包括容纳和保持混凝土的侧壁和保持侧壁的支架组件。 侧壁包括第一侧壁和第二侧壁,第一侧壁和第二侧壁中的至少一个由具有内腔的部件构成。 支架组件包括加强杆和分离杆。 分离杆具有沿其长度设置的多个孔。 孔包括第一组和第二组。 第一组孔和第二组孔的尺寸设定为将加强柱保持在对应于构件和组成构件的标称宽度的位置处,以形成接近梯形或其组合的一个基础的横截面 梯形和长方形。
    • 5. 发明公开
    • METHOD AND DEVICE FOR DRAINAGE AND DETECTION OF LEAKAGE
    • VERFAHREN UND VORRICHTUNGFÜRDRAINAGE UND LECKERKENNUNG
    • EP2941517A1
    • 2015-11-11
    • EP13823950.4
    • 2013-12-20
    • Aker Engineering & Technology AS
    • CHARLES, Keith N.TØRRES, Kjell
    • E04H7/18B01D53/14B65D90/04
    • E04B1/7038B01D53/1475B01D2257/504B65D90/046B65D90/50E02D19/00E04H7/18Y02C10/06
    • A method for providing a drainage from a space between a lined concrete wall and a lining for protecting the lined concrete wall, wherein the method comprises the steps of arranging one or more draining member(s) each comprising a draining pipe having a blind flange arranged at both ends and having a length including the blind flanges that is substantially equal to the wall thickness in a casting frame so that the blind flanges are resting at the casting frame at the inside of the wall and the outside of the wall, respectively; filling concrete filled into the casting frame to cover the draining member(s) and allowing the concrete is allowed to cure; removing the casting frame from at least one of the sides of the concrete wall and; drilling through the blind flanges to open the draining member(s). A drained concrete wall and a concrete vessel are also described.
    • 一种从衬里的混凝土墙和衬里之间的空间提供排水的方法,用于保护衬里的混凝土墙,其中所述方法包括以下步骤:布置一个或多个排水构件,每个排水构件包括具有布置的盲法兰的排水管 在两端具有包括盲板凸缘的长度,其大体上等于铸造框架中的壁厚,使得盲板凸缘分别在壁的内侧和外壁处在铸造框架处搁置; 将混凝土填充到浇注框架中以覆盖排水构件并允许混凝土固化; 从所述混凝土墙的至少一个侧面移除所述铸造框架; 穿过盲法兰以打开排水构件。 还描述了排水混凝土墙和混凝土容器。
    • 6. 发明公开
    • BRACKET ASSEMBLY AND FORMING SYSTEM FOR STRUCTURAL COMPONENTS
    • KLAMMERANORDNUNG UND FORMUNGSSYSTEMFÜRBAUTEILE
    • EP2802716A1
    • 2014-11-19
    • EP13736322.2
    • 2013-01-10
    • Moyher, Charles S.
    • Moyher, Charles S.
    • E04B5/36E02D31/00
    • E04G21/06E02D19/00E02D27/02E04G9/10E04G11/06E04G13/00
    • A system for retaining concrete to form a structural foundation. The system includes side walls that receive and retain the concrete and a bracket assembly that retains the side walls. The side walls each include a component having an interior cavity. The bracket assembly includes reinforcement posts and a separator bar. The separator bar has a plurality of apertures disposed along its length. The apertures include a first set and a second set. The first set and the second set of apertures are sized to retain the reinforcement posts at locations corresponding to nominal widths of the component and building materials that comprise the components to form a cross section of the foundation approximating one of a trapezoid or a combination of a trapezoid and a rectangle.
    • 公开了一种用于保持混凝土以形成结构的基础的系统。 该系统包括容纳和保持混凝土的侧壁和保持侧壁的支架组件。 侧壁包括第一侧壁和第二侧壁,第一和第二侧壁中的至少一个由具有内部空腔的部件组成。 支架组件包括加强柱和分隔杆。 分隔杆具有沿其长度设置的多个孔。 孔包括第一组和第二组。 第一组和第二组孔的尺寸被设计成将加强柱保持在对应于构件和建筑材料的标称宽度的位置处,该构件和建筑材料构成构件,以形成接近梯形或其组合之一的基座的横截面 梯形和矩形。
    • 7. 发明公开
    • Mobile dry setting element and installation, process for using same and use thereof
    • 手机Trockendock und Einrichtung,Verfahren zur Verwendung desselben
    • EP2725147A1
    • 2014-04-30
    • EP13168032.4
    • 2013-05-16
    • Belbridge BvBa
    • Schalley, Wim
    • E02D31/04
    • E02D19/00E02D31/04
    • A truncated elongated angular-, oval-, or part-angular-part-oval-shaped dry setting element having two elongated extremities, a first end, a second end and a sealing means, said truncated angular-, oval-, or part-angular-part-oval-shaped end being open and said second truncated angular-, oval-shaped or part-angular-part-oval-end being closed with a floor having a free edge, wherein said sealing means comprises a structure extending between said elongated extremities and the free edge of said floor, said sealing means being closed except for an open part which is adapted to accommodate part of a partially submerged structure, and has sealing elements along the edges of said open part of said sealing means; a dry setting installation (1) is provided for generating a substantially dry working space for carrying out work on part of a partially submerged structure, the dry setting installation (1) comprising a truncated elongated angular-, oval-shaped or part-angular-part-oval-dry setting element according to claim 1, which with said part of a partially submerged structure is capable of forming a cofferdam round said part of said partially submerged structure; a process for the treatment of part of a partially submerged structure, said process comprising the steps of: closing the above-described dry setting element with said part of said partially submerged structure, sealing said dry setting element on said part of said partially submerged structure thereby providing a dry setting installation; pumping the water out of said dry setting installation thereby providing a cofferdam round said part of said partially submerged structure; cleaning the surface of said part of said partially submerged structure; curing said curable adhesive coating, filling said dry setting installation with water, removing said dry setting element from said part of said partially submerged structure; and the use of the mobile dry setting installation as disclosed above for carrying out maintenance on parts of partially submerged structures.
    • 具有两个细长末端的截头细长的角形,椭圆形或部分角形部分椭圆形干燥定形元件,第一端,第二端和密封装置,所述截头角,椭圆形, 角部分椭圆形端部是敞开的,并且所述第二截头角形,椭圆形或部分角形部分椭圆形端部用具有自由边缘的地板封闭,其中所述密封装置包括在所述 细长的四肢和所述地板的自由边缘,除了适于容纳部分浸没的结构的一部分的开放部分之外,所述密封装置是封闭的,并且沿着所述密封装置的所述开放部分的边缘具有密封元件; 设置干燥设置装置(1),用于产生用于在部分浸没的结构的一部分上进行工作的基本上干燥的工作空间,所述干式设置装置(1)包括截头细长的角形,椭圆形或部分角度的, 2.根据权利要求1所述的部分椭圆形干燥定型元件,其中所述部分浸没的结构部分能够在所述部分浸没的结构的所述部分周围形成围堰; 一种用于处理部分浸没结构的一部分的方法,所述方法包括以下步骤:用所述部分淹没结构的所述部分封闭上述干设定元件,将所述部分浸没结构的所述部分上的所述干设定元件密封 从而提供干燥设置; 将水从所述干燥设置装置中抽出,从而在所述部分浸没的结构的所述部分周围提供围堰; 清洁所述部分浸没的结构的所述部分的表面; 固化所述可固化粘合剂涂层,用水填充所述干式固化装置,从所述部分浸没的结构的所述部分中去除所述干式固化元件; 以及使用如上所述的用于在部分浸没式结构的部件上进行维护的移动式干式定型装置。
    • 8. 发明公开
    • Self healing salt water barrier
    • Selbstheilende Salzwasserbarriere
    • EP2505719A2
    • 2012-10-03
    • EP12162611.3
    • 2012-03-30
    • AMCOL INTERNATIONAL CORPORATION
    • Donovan, MichaelBeihoffer, Thomas W.Larionova, Nataliya V.Mosiewicz, Marek R.
    • E02D19/00
    • E02D31/004E02B3/126E02D17/202E02D19/00Y10T442/30Y10T442/3496Y10T442/3764Y10T442/60
    • Geocomposite articles that can provide a barrier against high conductivity water e.g., ocean water, are described and their method of manufacture, for waterproofing surfaces that contact high conductivity water. The geocomposite article mat includes a woven or nonwoven geotextile sheet or mat containing a powdered or granular partially cross-linked acrylamide/acrylate/acrylic acid copolymer across its entire major surface(s). The powdered or granular copolymer has an unexpectedly high free-swell when hydrated with High Conductivity water, such as ocean water. A liquid-impermeable cover sheet is adhered to the upper major surfaces of the filled copolymer-carrying geotextile to provide a primary high conductivity water barrier layer that, if ruptured, is sealed by the swell of an underlying layer of water-insoluble, partially cross-linked acrylamide/acrylic acid copolymer.
    • 可以提供可以提供高导电性水如海水的阻挡物的地层复合制品及其制造方法,用于防水接触高导电性水的表面。 地层复合制品垫包括在其整个主表面上含有粉末或颗粒部分交联的丙烯酰胺/丙烯酸酯/丙烯酸共聚物的织造或非织造土工织物片或垫。 当用高电导率水(如海水)进行水合时,粉末或颗粒状共聚物具有出乎意料的高自由膨胀性。 不透液的覆盖片粘附到填充的共聚物承载土工织物的上主表面上,以提供初级的高导电性阻水层,如果破裂,则由不溶于水的下层的膨胀物密封,部分交叉 连接的丙烯酰胺/丙烯酸共聚物。
    • 9. 发明公开
    • GALLERY MONITORING METHOD AND MONITORING SYSTEM
    • GERERIEÜBERWACHUNGSVERFAHRENUNDÜBERWACHUNGSSYSTEM
    • EP1394814A4
    • 2005-06-15
    • EP02724666
    • 2002-05-01
    • KAJIMA CORP
    • OKUTSU KAZUOTAKAMURA HISASHI
    • B09B1/00E02D19/00G21C17/00G21F9/34E21F17/00
    • E02D19/00B09B1/00G21C17/00G21F9/34
    • In monitoring as in a stratum disposal field for wastes, running tubes (10-14) installed in the vicinity of a gallery (4) or disposal holes (6), in a nearby rock bed (B), or within a gallery support (D) or buffer members (C) in the disposal holes (6) have installed therein a movable monitoring device (20) provided with various sensors, a water sampling device and the like. With this device (20) being moved or fixed in a predetermined position, measurement of the temperature, displacement, strain, stress and underground water of rock bed, gallery support or disposal space buffer members is effected, measurement of the clearances in rock bed, gallery support back or disposal space buffer members is effected, and the sampling of underground water in the rock bed, gallery support or buffer members is effected, thus reducing the number of sensors, drilled holes, and communications cables to facilitate the exchange or maintenance of sensors, communications cables and the like. Further, the data measured by a monitoring device (51) embedded in the buffer member (C) or the like is transmitted by radio to a movable data collecting device (50) in the running tube, or the data measured by the monitoring device (50) is transmitted by radio to a management device disposed on the ground or somewhere else via a relay (61).
    • 在监测中,如在废弃物的地层处置场,安装在画廊(4)附近的运行管(10至14)或处理孔(6),附近的岩床(B)或画廊支架( D)或处理孔(6)中的缓冲构件(C)中安装有设置有各种传感器,取水装置等的可移动监测装置(20)。 通过将该装置(20)移动或固定在预定位置,可以测量岩石床,画廊支架或处理空间缓冲构件的温度,位移,应变,应力和地下水,测量 岩石床,画廊支撑背部或处理空间缓冲构件,并对岩床,画廊支架或缓冲构件中的地下水进行抽样,从而减少传感器,钻孔,通讯电缆的数量 以便于传感器,通信电缆等的更换或维护。 此外,通过无线电将嵌入在缓冲器(C)中的监视设备(51)测量的数据发送到运行管中的可移动数据收集设备(50)或由监视设备( 50)通过无线电发送到经由继电器(61)设置在地面或其他地方的管理装置。