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1.发明授权Method and device for placing a construction material in a liquid environment 失效将建筑材料放置在液体环境中的方法和装置
公开(公告)号：US4674917A
公开(公告)日：1987-06-23
申请号：US758280
申请日：1985-07-24
申请人： Hubert Perrier , Didier Faucon
发明人： Hubert Perrier , Didier Faucon
CPC分类号： D02J1/08
摘要： A continuous linear element is used in the form of a fine fibrous trap, delivered in a continuous manner by an ejector (11) placed in a gaseous atmosphere established in an open-bottomed bell (8) immersed in the liquid medium with its open bottom close to the deposition site of the construction material. A slurry of solid particles is injected into the fibrous trap when it is still in the gaseous atmosphere of the bell and the trap charged with said particles is then deposited on the construction site (1). The ejector (11) can be part of a device (12) for breaking up textile cable (17) and is connected with a floating platform (3).
摘要翻译： 连续的线性元件以细纤维捕集器的形式使用，通过放置在浸没在液体介质中的开放式底座（8）中的气体气氛中的喷射器（11）以连续方式输送，其中开口底部 靠近建筑材料的沉积点。 当固体颗粒仍然在钟的气体气氛中时，将固体颗粒的浆料注入到纤维捕集器中，然后将装有所述颗粒的捕集阱沉积在施工现场（1）上。 喷射器（11）可以是用于分解纺织电缆（17）并与浮动平台（3）连接的装置（12）的一部分。
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公开(公告)号：US4664556A
公开(公告)日：1987-05-12
申请号：US663317
申请日：1984-10-22
申请人： Richard K. Dixon
发明人： Richard K. Dixon
摘要： A method of construction is provided in which a casing or assemblage of casings which can be handled as a unit is partly immersed in water to a controlled variable depth and used to mould a self-hardenable material such as freshly mixed concrete to form a required shape while isolating it from the surrounding water. Throughout ths stage of construction hydrostatic pressure exerted by the water on the casing or casing assemblage acts in opposition to pressure exerted by the self-hardenable material or by a temporary substitute therefor, (e.g. a bontonite slurry) together with any other forces or pressures that may act. This enables casings to be used which otherwise and for construction in a dry environment would require substantial or extensive support from falsework in order to prevent fracture or undesirable deformation thereof.
摘要翻译： 提供一种构造方法，其中可作为一个单元处理的外壳或组合件部分地浸入水中至可控的可变深度，并用于模制诸如新混合的混凝土之类的自硬化材料以形成所需的形状 同时将其与周围的水隔离。 在整个施工阶段，由水对套管或套管组合施加的静水压与由自硬化材料或其临时替代物（例如，蓬松石浆料）一起施加的压力与任何其它力或压力相反， 可能会采取行动。 这使得能够使用外壳，否则和为了在干燥环境中构造将需要大量或大量的脚手架支撑，以防止其断裂或不期望的变形。
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公开(公告)号：US4487526A
公开(公告)日：1984-12-11
申请号：US464999
申请日：1983-02-08
申请人： Timm Struve , Harald Neumann
发明人： Timm Struve , Harald Neumann
CPC分类号： E02B17/024 , E02B17/021 , E02B2017/0069 , E02B2017/0086
摘要： An artificial island located on the high sea is formed of a support structure and a platform mounted on the upper end of the support structure. During erection, the support structure, not completed for its full height, is moved into position and founded on the ocean floor. The platform is floated into position and mounted on the upper end of the support structure. The height of the support structure is then extended until the final height is reached. During the completion of the upper end of the support structure, the platform is lifted so that it remains on top of the support structure. A housing is provided around the upper end of the support structure so that it can be sealed from the environment for completing the construction of the upper end of the support structure.
摘要翻译： 位于高海上的人造岛由支撑结构和安装在支撑结构的上端上的平台形成。 在安装过程中，支撑结构未完成其全高度移动到位，并建立在海底。 平台浮动到位并安装在支撑结构的上端。 然后将支撑结构的高度延伸到达到最终高度。 在支撑结构的上端完成期间，平台被提升，使其保持在支撑结构的顶部。 在支撑结构的上端周围设置有壳体，使得其可以与环境密封以完成支撑结构的上端的构造。
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公开(公告)号：US5371412A
公开(公告)日：1994-12-06
申请号：US174013
申请日：1993-12-28
IPC分类号： B60K6/20 , B60K6/46 , B60K15/035 , B60K28/04 , B60L11/02 , B60W10/06 , B60W20/00 , F02B1/04 , F02D17/00 , F02D29/02 , F02D29/06 , F02D41/00 , F02D41/02 , F02D41/04 , F02D45/00 , F02M25/08 , F02M37/00 , B60K13/00 , E02D29/06
CPC分类号： F02D29/06 , B60K15/03504 , B60K28/04 , B60K6/46 , B60L11/02 , B60W10/06 , F02D41/0042 , F02D41/0045 , F02M25/08 , F02N11/0829 , F02B1/04 , Y02T10/48 , Y02T10/6217 , Y02T10/70 , Y02T10/7077 , Y10S903/903
摘要： A control method and apparatus of an engine for driving a generator. When a weight W of a charcoal canister is greater than a predetermined value W.sub.1 ` and a vehicle runs, the engine is actuated. As the result of the actuation of the engine, when a gasoline vapor within a fuel tank is purged and the weight W of the charcoal canister is lower than a second predetermined value W.sub.2, a vacuum switching valve for purging the canister is turned off and the engine is stopped. Even when the vehicle runs while a battery is frequently charged by an external charger, the occurrence of a certain amount of the fuel vapor which can not be caught and collected by the charcoal canister can be prevented and a low pollution vehicle can be obtained. In place of the vehicle running state, a vehicle running distance, or a vehicle running time can be used. In place of the predetermined value W.sub.2, a fuel purge amount can be used.
摘要翻译： 一种用于驱动发电机的发动机的控制方法和装置。 当木炭罐的重量W大于预定值W1'并且车辆行驶时，发动机被致动。 作为发动机的动作的结果，当燃料箱内的汽油蒸气被清除并且活性炭罐的重量W低于第二预定值W2时，关闭用于清洗罐的真空切换阀， 发动机停止。 即使车辆在电池被外部充电器频繁地充电的情况下行驶，也可以防止由炭罐不能捕获和收集的一定量的燃料蒸气的产生，并且可以获得低污染的车辆。 代替车辆行驶状态，可以使用车辆行驶距离或车辆行驶时间。 代替预定值W2，可以使用燃料吹扫量。
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公开(公告)号：US4482273A
公开(公告)日：1984-11-13
申请号：US333301
申请日：1981-12-22
申请人： Olav G. Tjugum , Odd M. Tjugum
发明人： Olav G. Tjugum , Odd M. Tjugum
摘要： The present invention relates to a process of casting of repairing concrete under water whereby the concrete (mortar) to be cast to a minimum extent contacts water and leaching of the binding agent is prevented. The purpose of the process according to the invention is achieved such that a "plug" of liquid organic material based on a reactive or non-reactive synthetic resin or other organic carrier having a suitable viscosity, good cohesion and poor water solubility and with a specific gravity higher than water, but less than cement-based concrete, is introduced into the bottom of a tight formwork to contact a support cement-based concrete having a good flowability is then introduced below the surface level of the plug, the introduction initially being effected in the very plug.The use of a "plug" of such type, which in contact with the concrete (mortar) to be cast and the support constitutes a phase of its own and for which the affinity can be adjusted according to the actual case, affords the possibility that the adherence to the support of the concrete to be cast can even be increased to an extent that portions of the plug which will cling to the support, preferably in connection with curing of the plug material, in a specific embodiment of the process according to the present invention will act as an effective adhesive.
摘要翻译： 本发明涉及在水下浇铸修复混凝土的方法，从而防止浇注混凝土（砂浆）最小程度地接触水和粘合剂的浸出。 根据本发明的方法的目的是使得基于反应性或非反应性合成树脂或其它有机载体的液体有机材料的“塞子”具有合适的粘度，良好的内聚力和差的水溶性以及具体的 重力高于水，但低于水泥基混凝土，被引入到紧密模板的底部以接触具有良好流动性的支撑水泥基混凝土然后被引入到塞的表面水平之下，最初进行引入 在非常插头。 使用这种类型的“插头”，其与待施加的混凝土（砂浆）接触并且支撑构成其自身的阶段，并且可以根据实际情况调整亲和力，从而提供了 甚至可以将待铸造的混凝土的支撑物的附着力增加到一定程度，在根据本发明的方法的具体实施方案中，塞子的粘附到支撑件的部分优选地与塞子材料的固化有关 本发明将作为有效的粘合剂。
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公开(公告)号：US4302130A
公开(公告)日：1981-11-24
申请号：US22645
申请日：1979-03-21
申请人： Olav Mo
发明人： Olav Mo
CPC分类号： B63B35/4413
摘要： The invention is related to an offshore platform with storage facilities for natural resources, such as LNG. The invention is particularly concerned with the problem of providing sufficient safety in storing such products, e.g., protection against collision with tankers.
摘要翻译： 本发明涉及一种具有诸如LNG等自然资源储存设施的海上平台。 本发明特别涉及在储存这种产品方面提供足够的安全性的问题，例如防止与油轮碰撞。
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公开(公告)号：US3537268A
公开(公告)日：1970-11-03
申请号：US3537268D
申请日：1968-08-08
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8.发明授权Method of and apparatus for installing an anchor member below water level through a wall into a soil formation 失效将锚定构件安装在水平面以下的墙壁进入土层的方法和装置
公开(公告)号：US4711604A
公开(公告)日：1987-12-08
申请号：US915318
申请日：1986-10-03
申请人： Harald Heimsoth , Thomas Herbst
发明人： Harald Heimsoth , Thomas Herbst
CPC分类号： E02D5/76
摘要： For the installation of an anchor member at a location below a water level through a retaining wall into a soil formation for supporting the wall, a drill mount is pivotally mounted about a horizontal axis on a retaining member secured to the wall. The drill mount can be pivoted between a drilling position inclined downwardly toward the wall and an upwardly extending loading position where the drill mount is accessible above the water level. A cable line secured to the drill mount pivots it between the drilling and loading positions. A drilling machine is displaceable on a sliding carriage along the drill mount. A drilling tool inserted into the drilling machine is used to drill an opening through the wall. Subsequently the drilling tool is replaced by a borehole pipe and the pipe is driven through the wall opening into the soil formation. With the borehole pipe inserted, an anchor member can be placed into the pipe and by withdrawing the pipe and grouting around the anchor member at the same time, the installation of the anchor member can be completed.
摘要翻译： 为了将锚定构件安装在位于水平面以下的位置处，通过挡土墙进入用于支撑墙壁的土壤层中，钻架可围绕固定在墙壁上的保持构件上的水平轴线枢转地安装。 钻机座可以在朝向壁向下倾斜的钻孔位置和向上延伸的加载位置之间枢转，其中钻机安装座可在水平面上方进入。 固定到钻台的电缆线将其在钻孔和装载位置之间枢转。 钻机可沿着钻台安装在滑动滑架上。 插入钻孔机的钻孔工具用于穿过墙壁钻出一个开口。 随后，钻孔工具被钻孔管替代，并且管道通过壁开口进入土壤层。 在插入井眼管的同时，可以将锚定构件放置在管道中，并且通过抽出管道并同时在锚定构件周围注浆，可以完成锚固构件的安装。
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公开(公告)号：US4606676A
公开(公告)日：1986-08-19
申请号：US525474
申请日：1983-08-22
摘要： A method of manufacturing articles in which the articles are partially fabricated in a work area which is in portion of a buoyant platform and at least partially below the level of water within which the platform is located, the partially fabricated article being moved rearwardly through a seal or gland into the water, the seal or gland preventing water ingress to the work area. The article is supported by the rearward portion of the platform which fabrication can continue in the work area.
摘要翻译： 一种制造制品的方法，其中制品部分地制造在工作区域中，该工作区域在浮力平台的一部分中并且至少部分地低于平台所在的水平面，部分制造的制品向后移动穿过密封件 或腺体进入水中，密封或腺体防止水进入工作区域。 物品由平台的后部支撑，该制造可以在工作区域中继续。
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公开(公告)号：US3890791A
公开(公告)日：1975-06-24
申请号：US35126873
申请日：1973-04-16
发明人： DE KONING JAN , VAN DER VEEN ROMKE
IPC分类号： E02D29/073 , E02D29/09 , E02D29/06
CPC分类号： E02D29/06 , E02D29/073
摘要： In order to prevent sinking of a tunnel the invention provides a less expensive method of building a tunnel in the bottom of a body of water, whereby a tunnel trench is dredged in said bottom and a foundation layer, supporting said tunnel elements, is arranged in said tunnel trench, in that the tunnel trench is dredged till a depth of at least twice the tunnel height under the bottom surface of said tunnel to be built, in which trench a ballast bed of foundation material, like sand, is arranged.
摘要翻译： 为了防止隧道的下沉，本发明提供了一种在水体底部建造隧道的较便宜的方法，其中在所述底部疏浚隧道沟槽，并且将支撑所述隧道元件的基础层布置在 所述隧道沟槽，其中隧道沟渠被疏浚至深度至少要建造的所述隧道底面下方的隧道高度的两倍，在该沟槽中设置有像沙子的基础材料压载床。
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