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公开(公告)号：US4583882A
公开(公告)日：1986-04-22
申请号：US575893
申请日：1984-02-01
申请人： Miklos T. Szabo
发明人： Miklos T. Szabo
CPC分类号： E02B17/028 , E02D29/06
摘要： The formation of an artificial island in a body of water is effected by injecting a gellable, cross-linkable fluid, such as a blend of a water-soluble polymer and a cross-linking agent therefore, from a vessel below the surface of the water and moving the vessel to form a strip of a gelled mass. The gellable fluid is injected such that it extends from the floor of the body of water to the surface thereof. A dense solid material may be incorporated in the gellable fluid. An exposed section may be formed on the strip by either injecting a gas along with the gellable fluid in the upper region thereof, or pouring additional gellable fluid over the formed strip prior to complete setting of the surface of the gellable mass. The strip may be formed to enclose a section of water and the water in said enclosed section may be displaced with solid load-bearing material, or ice may be built up within the enclosed section to serve as a load supportive structure.
摘要翻译： 水体中人造岛的形成通过从水面以下的容器注入可凝胶的可交联的流体，例如水溶性聚合物和交联剂的共混物来实现 并移动容器以形成凝胶块的条带。 可注射的流体被注入，使得其从水体的底部延伸到其表面。 稠密的固体材料可以掺入可凝胶的流体中。 暴露部分可以通过在其上部区域内与可凝胶化流体一起注入气体，或者在完全固化可凝胶团体的表面之前将另外的可凝胶化流体注入到形成的带材上而形成在带材上。 该条可以形成为封闭一部分水，并且所述封闭部分中的水可以用固体承载材料移位，或者可以在封闭部分内建立冰以用作负载支撑结构。
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公开(公告)号：US4265193A
公开(公告)日：1981-05-05
申请号：US57594
申请日：1979-07-16
申请人： Wesley W. Sluys
发明人： Wesley W. Sluys
CPC分类号： E02B3/064 , B63B35/34 , B63B5/14 , E02D29/06 , B63B2231/62
摘要： A concrete float having a buoyant foam core surrounded by a concrete shell. The deck of the shell has integrally formed therewith a plurality of transverse ribs and longitudinal ribs which strengthen the deck. Consequently, the necessary strength for the deck can be achieved by utilizing a substantially reduced quantity of concrete. A tubular conduit extends beneath at least some of the transverse ribs. The conduits are provided in order to receive tie rods having their ends projecting from the sides of the float and through elongated wales which serve to secure the floats to each other. The concrete is preferably reinforced with conventional concrete reinforcing bars. The float is formed by placing a rectangular block of foam in a rectangular form after a layer of concrete has been poured in the form with the foam core being positioned apart from the sides of the form. Transverse and longitudinal grooves are formed in the upper surface of the core, and tubular conduits are placed in at least some of the transverse grooves. Finally, sufficient concrete is poured into the form to fill the sides and cover the upper surface of the foam thereby filling the space between the core and foam. The concrete also fills the grooves in the foam thereby creating the transverse and longitudinal ribs and securing the tubular conduits in position within the transverse grooves.
摘要翻译： 具有由混凝土壳体包围的浮力泡沫芯的混凝土浮体。 壳体的甲板与其一体地形成有多个横向肋和纵向肋，其加强了甲板。 因此，通过利用大量减少量的混凝土可以实现甲板所需的强度。 管状导管在至少一些横向肋下方延伸。 提供导管以便接收拉杆，其端部从浮子的侧面突出并且穿过用于将浮子彼此固定的细长的纵行。 混凝土优选用常规混凝土钢筋加固。 在一层混凝土已经以泡沫芯与形式的侧面分开的形式被倒入形式之后，通过将矩形块的泡沫放置成矩形形式来形成浮子。 在芯的上表面形成有横向和纵向的槽，并且管状管道被放置在至少一些横向槽中。 最后，将足够的混凝土浇注到填充侧面并覆盖泡沫的上表面，从而填充芯和泡沫之间的空间。 混凝土还填充泡沫中的凹槽，从而形成横向和纵向肋，并将管状导管固定在横向凹槽内的适当位置。
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公开(公告)号：US4081970A
公开(公告)日：1978-04-04
申请号：US779801
申请日：1977-03-21
CPC分类号： E02D29/06
摘要： A method of forming an underwater structure which includes fabricating an assembly consisting of an upper deck section, a lower gravity section and an impervious member secured in water-tight fashion to the lower peripheries of the deck and gravity sections. The assembly is floated with the membrane in a folded condition to the site and lowered so that the gravity section rests on the sea or river bed. The space between the sections and the membrane is filled with water and a non-settable particulate material to form a body of such material. The particulate body is drained to enable the external water pressure to exert a confining pressure on the body to render it coherent.
摘要翻译： 一种形成水下结构的方法，包括制造由上甲板部分，下重力部分和不透水部件组成的组件，该组件以水密方式固定到甲板和重力部分的下周边。 组件以折叠状态的膜浮动到现场并降低，使得重力部分搁置在海床或河床上。 部分和膜之间的空间用水和不可固化的颗粒材料填充以形成这种材料的主体。 排出颗粒体以使外部水压力对身体施加约束压力使其相干。
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54.发明授权Means for producing subaqueous and other cast-in-place concrete structures in situ 失效用于现场生产水下和其他现浇混凝土结构的方法
公开(公告)号：US4011728A
公开(公告)日：1977-03-15
申请号：US668231
申请日：1976-03-18
申请人： Lee A. Turzillo
发明人： Lee A. Turzillo
IPC分类号： E02B3/12 , E02D5/18 , E02D5/64 , E02D5/66 , E02D19/04 , E02D27/48 , E02D29/09 , E02D37/00 , F16L55/175 , E02D7/00 , E02D5/34
CPC分类号： F16L55/175 , E02B3/127 , E02D19/04 , E02D27/48 , E02D29/06 , E02D37/00 , E02D5/18 , E02D5/64 , E02D5/665
摘要： Means for repairing or forming structural bodies of self-hardening fluid cement mortar, in a subaqueous or other situs, utilizing a body-forming cavity including body-shaping walls of porous fabric in combination with openwork matrix means fixedly positioned at the situs. The matrix means is received within the body-shaping walls of porous fabric and connected thereto by tension-restraining tie-elements of predetermined length for controlling limited oppositely outward distension of the opposing walls away from the matrix as determined by the length of the tie-elements, upon reception of fluid mortar or like cementitious material within the body-shaping walls to expand the walls thereof to such given shape and size of the body formed by the cementitious material.
摘要翻译： 用于修复或形成自水硬化流体水泥砂浆的结构体的方法，其在水下或其它部位中，利用包括多孔织物的身体成形壁与固定位于所述位置处的镂空矩阵装置的身体形成腔体。 矩阵装置被接收在多孔织物的身体形成壁内并且通过预定长度的张力限制连接元件连接到其上，用于控制远离矩阵的相对壁的有限的相对向外的膨胀， 元件，在接收流体砂浆或类似水泥质材料的体成型壁内，以将其壁扩展到由胶结材料形成的本体的给定形状和尺寸。
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公开(公告)号：US3990252A
公开(公告)日：1976-11-09
申请号：US560019
申请日：1975-03-19
摘要： An earthworks is constructed by consolidating solids and/or slurries and using the consolidated material for constructing the earthworks. A quantity of less than 150 grams of hydraulic cement and a quantity of soluble alkali metal silicate containing less than 11 grams of SiO.sub.2 are mixed with each liter of the solids and/or slurry to produce a water insoluble solidified material. The material thus produced is used for the construction of the earthworks. The material can be worked in with other solids, the material will not leach chemicals and the material does not break down into colloidal size particles that would remain suspended in water.
摘要翻译： 土方工程是通过固结固体和/或浆料，并使用固结材料来建造土方工程。 将少于150克水硬性水泥和少量含有少于11克SiO 2的可溶性碱金属硅酸盐与每升固体和/或浆料混合以产生水不溶性固化材料。 这样生产的材料用于建造土方工程。 该材料可与其他固体一起加工，该材料不会浸出化学品，并且该材料不会分解成将保持悬浮在水中的胶体尺寸的颗粒。
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56.发明授权Method for producing sub-aqueous and other cast-in-place concrete structures in situ 失效生产地下水和其他现浇混凝土结构的方法
公开(公告)号：US3726950A
公开(公告)日：1973-04-10
申请号：US3726950D
申请日：1970-01-02
申请人： TURZILLO L
发明人： TURZILLO L
CPC分类号： E02B3/06 , E02D29/06 , E04B1/168 , E04B2/845 , E04C3/34 , E04G21/0472 , E04G23/0266
摘要： Method for repairing or forming structural bodies of selfhardening fluid cement mortar, in a sub-aqueous or other situs, utilizing body-forming cavity including body-shaping walls of porous fabric in combination with openwork matrix means. Fluid mortar or like cementitious material pumped into cavity to fill same and expand fabric walls against tensional restraint of fixedly maintained matrix means. Pressure of fluid material continued against restraint of matrix means until small proportions of fluid material oozes into the porous fabric, and indicates attainment of lowered water-cement ratio in formed body, and then fluid material is allowed to set and harden in said given formed shape. Some, if not all, forms of the invention are particularly useful for under-water installations, such as breakwaters because forming matrices thereof are capable of withstanding rough seas or storm waves without damage during the construction processes, and because the fluid cement mortar pumping operations are possible in minimum of time when rough water conditions subside.
摘要翻译： 在水下或其他部位修复或形成自硬化流体水泥砂浆的结构体的方法，利用体形成腔，包括多孔织物的身体成形壁与镂空矩阵装置的组合。 流体砂浆或类似的水泥质材料被泵送到腔中以填充相同的并且膨胀织物壁以抵抗固定维持的基质装置的张力约束。 流体材料的压力继续抵抗基质装置的限制，直到少量的流体材料渗透到多孔织物中，并且表明在成形体中达到降低的水灰比，然后允许流体材料在所述给定的成形形状中固化和硬化 。
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公开(公告)号：US3262411A
公开(公告)日：1966-07-26
申请号：US46524565
申请日：1965-06-02
发明人： KALTENECKER LESTER V
CPC分类号： E04B1/0015 , B01J19/00 , B63B35/44 , E02B17/00 , E02B17/025 , E02D29/06
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公开(公告)号：US20240125078A1
公开(公告)日：2024-04-18
申请号：US18380362
申请日：2023-10-16
CPC分类号： E02D29/06 , B63B35/44 , H05K7/1485 , H05K7/20763
摘要： A submersible data center (180, 180a, 180b) configured in a water-tight capsule for deployment in a body of water. The data center capsules (180, 180a, 180b) are mounted on a submersible platform (110) of an elevator apparatus (100, 100a), which is equipped with a support leg (130a) or support legs (130) and winches (132) are located near a top of the support leg or each of the support legs. The data center capsules (180, 180a, 180b) can be submerged underwater for operation or be winched up above the water for retrieval/maintenance. A first-time deployment of the support leg(s) (130, 130a) is provided by leg-lowering winches (112) located on the submersible platform (110). Heat exchangers (190) or chillers (190a) are used, or a centralized chiller (190b) is used, to dissipate heat energy from inside the data center capsules (180, 180a, 180b) to the surrounding water. Accompanying methods of operations are also described.
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公开(公告)号：US11905673B2
公开(公告)日：2024-02-20
申请号：US17432558
申请日：2019-10-02
申请人： RWE Renewables GmbH
发明人： Daniel Bartminn , Volker Herwig , Benjamin Matlock
摘要： The subject matter relates to a method and an apparatus for vibrating-in a foundation into a building ground by initiating vibrations generated by means of a vibrating device attached to the foundation, the vibrations causing liquefaction of the building ground so that the foundation penetrates the building ground.
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60.发明公开公开(公告)号：US20230295892A1
公开(公告)日：2023-09-21
申请号：US18009376
申请日：2021-12-03
申请人： K-BETS
发明人： Ha-yoon ZI , Seung-yun CHO
CPC分类号： E02D27/525 , E02D29/06 , E02D7/20 , E02B17/00
摘要： The present disclosure relates to an offshore substructure supported by a template-integrated suction foundation and an installation method thereof, more particularly to an offshore substructure installed by pre-piling construction including: a suction foundation having a plurality of suction piles pre-inserted into the seabed by suction, joint sockets connected to each head part of the suction piles, and connecting members connecting spaces between the joint sockets; and a substructure connected onto an upper part of a suction foundation pre-piled, wherein an insertion socket connected to a lower part of the substructure is inserted into the joint socket, and the suction foundation and the substructure are connected by grouting a space between the insertion socket and the joint socket.
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