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11. 发明申请

WO1984000042A1 A PROCESS FOR PRODUCING A NUMBER OF PLINTHS, AND AN ARRANGEMENT FOR CARRYING OUT THE PROCESS 审中-公开
标题翻译：生产数量的方法和执行方法的安排
公开(公告)号：WO1984000042A1
公开(公告)日：1984-01-05
申请号：PCT/SE1983000239
申请日：1983-06-10
申请人： AB GRYTS BRUK , THELBERG, Erik
发明人： AB GRYTS BRUK
IPC分类号： E02D27/01
CPC分类号： E02D27/01 , E02D27/14
摘要： Process for producing a number of plinths (1), particularly pile-type plinths, with a baseplate (7) or a similar construction element supported on the said plinths (1), and also to an arrangement for carrying out the said process. The invention makes possible the rational, quick, simple and economical production of a plurality of plinths (1) with a baseplate (7) etc. supported thereon. At least one casting mould (4) with a shape corresponding substantially to the said plinth (1) is designed to have its sides covered over with a filling material (5), such as macadam, for example, preferably up to the level (6) from which it is desired that the said plate (7) should extend, after which the plinth (1) and the plate (7) are cast, preferably in a single step.
摘要翻译：用于生产多个底座（1），特别是具有底板（7）的桩型底座或支撑在所述底座（1）上的类似结构元件）的工艺，以及用于执行所述工艺的装置。本发明使得能够合理，快速，简单和经济地生产多个底座（1），其中支撑有底板（7）等。至少一个具有与所述底座（1）基本相对应的形状的铸模（4）被设计成将其侧面用诸如碎石的填充材料（5）覆盖，例如优选地高达（6）），期望所述板（7）应该延伸，之后浇铸底座（1）和板（7），优选地在单个步骤中。

12. 发明申请

WO2017185905A1 一种中低速磁浮低置线路肋柱分散式道岔基础结构审中-公开
公开(公告)号：WO2017185905A1
公开(公告)日：2017-11-02
申请号：PCT/CN2017/077334
申请日：2017-03-20
申请人：中铁第四勘察设计院集团有限公司
发明人：郭建湖 , 姜鹰 , 李小和 , 赵新益 , 姚洪锡 , 李巍 , 王勇刚 , 杨辉建
IPC分类号： E01B2/00 , E02D27/14
CPC分类号： E01B2/00 , E02D27/14
摘要：一种中低速磁浮低置线路肋柱分散式道岔基础结构，包括道岔区地基处理钢筋混凝土筏板(2)、钢筋混凝土道岔梁条形肋柱基础(1)、钢筋混凝土钻孔灌注桩(3)、钢板和预埋螺栓(4)，道岔区地基处理钢筋混凝土筏板(2)水平设置，其底端面布置多根钢筋混凝土钻孔灌注桩(3)，钢筋混凝土钻孔灌注桩(3)穿过软弱地层(5)后伸入持力层(6)，以降低道岔梁在转动过程中的变形。确保了道岔梁在转动过程中不因地基基础刚度不足产生过大变形，满足道岔梁对基础强度与稳定性的要求。

13. 发明申请

WO2013153395A3 OFFSHORE STRUCTURE INSTALLATION 审中-公开
标题翻译：海上结构安装
公开(公告)号：WO2013153395A3
公开(公告)日：2015-01-08
申请号：PCT/GB2013050945
申请日：2013-04-11
申请人： OFFSHORE GROUP NEWCASTLE LTD
发明人： GLUKHOVSKOY KIRILL , KENNEDY GRAHAM HOWIE , WREN JONATHAN MICHAEL
IPC分类号： E02D27/52 , E02B17/02 , E02D27/42
CPC分类号： E02D27/14 , E02B17/0004 , E02B17/027 , E02B2017/0043 , E02B2017/006 , E02D27/12 , E02D27/425 , E02D27/50 , E02D27/525
摘要： Improved embodiments, apparatus and method relating to the manufacture and installation of offshore steel support structures,known as jackets, for Wind Turbine Generators, including transition pieces thereof.
摘要翻译：涉及用于风力发电机的海上钢支撑结构（称为夹套）的制造和安装的改进的实施例，装置和方法，包括其过渡件。

14. 发明申请

WO2012019505A1 桩锚杆基础结构审中-公开
公开(公告)号：WO2012019505A1
公开(公告)日：2012-02-16
申请号：PCT/CN2011/077409
申请日：2011-07-21
申请人：霍宏斌 , 斯·君哲
发明人：霍宏斌 , 斯·君哲
IPC分类号： E02D27/42 , E02D27/44 , E02D27/14 , E02D5/74 , E02D5/54
CPC分类号： E02D27/42 , E02D5/54 , E02D27/14 , E02D27/50

15. 发明申请

WO2010096883A1 BUILDING CONSTRUCTION METHOD AND SYSTEM 审中-公开
标题翻译：建筑施工方法与制度
公开(公告)号：WO2010096883A1
公开(公告)日：2010-09-02
申请号：PCT/AU2010/000233
申请日：2010-02-26
申请人： TRISTA TECHNOLOGY PTY LTD , PLOTKIN, Kym
发明人： PLOTKIN, Kym
IPC分类号： E04B1/04 , E04B1/16 , E04C3/00 , E02D27/12 , E04B1/18
CPC分类号： E02D5/56 , E02D27/14 , E02D27/50
摘要： A building system that includes a plurality of screw piles (34, 36) positioned in the ground and one or more perimeter beams (16), wherein at least part of the perimeter beam (16) has a sloped lower surface (66, 68). The sloped lower surface of the perimeter beams (16) can divert swelling soils away from the perimeter beam (16). The swelling soils can be diverted into voids.
摘要翻译：一种建筑系统，其包括定位在地面中的多个螺旋桩（34,36）和一个或多个周边梁（16），其中所述周边梁（16）的至少一部分具有倾斜的下表面（66,68）。周边梁（16）的倾斜的下表面可以将膨胀的土壤转移远离周边梁（16）。溶胀的土壤可以转移到空隙中。

16. 发明申请

WO2004005626A1 METHOD FOR INCREASING LOAD-BEARING CAPACITY OF SOIL 审中-公开
标题翻译：增加土体承载能力的方法
公开(公告)号：WO2004005626A1
公开(公告)日：2004-01-15
申请号：PCT/HU2002/000156
申请日：2002-12-20
申请人： MÁTYÁS, Vilmos, Béla , TELEKES, Gábor , SERES, György
发明人： MÁTYÁS, Vilmos, Béla , TELEKES, Gábor , SERES, György
IPC分类号： E02D5/44
CPC分类号： E02D3/054 , E02D3/08 , E02D5/48 , E02D27/14 , E02D27/26
摘要： The invention relates to a method for increasing value of physical parameters and load-bearing capacity of soil as well as decreasing consolidation time and expectable settlement, during which a hollow is created by ramming or vibropressing in the soil and a grainy additive, preferably coarse gravel is put into the hollow, then this additive is compacted into the soil by ramming, which is characterized by that, during the ramming the additive compacted into the soil breaks down the original structure of soil and the additive is restructured with the local soil, then additional additive is put into the hollow by additional ramming and this process is repeated until the soil is filled with additive, by this an outer compacted local soil-zone and an inner compacted local soil-zone consisting of a mixture of the additive and the local soil are created, and on said soil a plane basement of a building is made.
摘要翻译：本发明涉及一种提高土壤物理参数价值和承载能力的方法以及减少固结时间和预期沉降，在此期间通过夯实或振动在土壤中形成中空部分，并提供颗粒状添加剂，优选粗砾石放入中空，然后通过夯实将该添加剂压实到土壤中，其特征在于，在夯实期间，压实到土壤中的添加剂分解原始的土壤结构，并将添加剂与当地土壤重组，然后通过额外的捣打将另外的添加剂放入中空，并且重复该过程直到土壤中充满添加剂，通过外部压实的局部土壤区域和由添加剂和局部混合物组成的内部压实的局部土壤区域土壤被创建，在所述的土壤上，建立了一个建筑物的地下室。

17. 发明申请

WO1994017252A1 IMPROVEMENTS IN OR RELATING TO FOUNDATIONS 审中-公开
标题翻译：基金会或相关基金的改进
公开(公告)号：WO1994017252A1
公开(公告)日：1994-08-04
申请号：PCT/GB1994000116
申请日：1994-01-21
申请人： ROXBURY LIMITED , BULLIVANT, Roger, Alfred
发明人： ROXBURY LIMITED
IPC分类号： E02D27/14
CPC分类号： E02D27/14 , E02D5/385
摘要： A foundation pier (28) for a building structure is formed by making a downhardly converging hole in the ground, for example by hammering or vibrating a conical mandrel (10, 12, 14) into the ground, and filling the hole with concrete (24) to form a pier having a slenderness or aspect ratio of length to thickness of no greater than 10. Precast beams (30) are placed between adjacent piers (28) upon which the structure is built and a floor slab is cast in situ utilising the beams (30) as lateral shuttering.
摘要翻译：例如通过将锥形心轴（10,12,14）锤击或振动到地面中，并将混凝土（24）填充到孔中，形成用于建筑结构的基础墩（28））形成具有长度至厚度不大于10的细长或纵横比的码头。将预制梁（30）放置在相邻的码头（28）之间，在其上构建结构，并且利用横梁（30）作为横向挡板。

18. 发明申请

WO1992000425A2 IMPROVED METHODS FOR PROVIDING FOUNDATIONS FOR BUILDING STRUCTURES 审中-公开
标题翻译：提供建筑结构基础的改进方法
公开(公告)号：WO1992000425A2
公开(公告)日：1992-01-09
申请号：PCT/GB1991001011
申请日：1991-06-21
申请人： ROXBURY LIMITED , BULLIVANT, Roger, Alfred
发明人： ROXBURY LIMITED
IPC分类号： E02D27/14
CPC分类号： E02D27/14
摘要： A method of forming a building's foundation comprises providing in the ground in which the foundation is to be formed from the level of that ground (10) a trench (12) the depth of which is generally equal to the depth of a foundation beam to be subsequently formed in the trench and prior to forming the beam providing piles (14) extending from the trench bottom at spaced intervals therealong, the beam being formed by placing the reinforcement (14, 18) in the trench (12), connecting the reinforcement (16, 18) with the piles (14) and thereafter filling the trench (12) substantially to its top with concrete (22) which, on setting forms a beam integral with the piles (14). It is preferable that the trench sides converge downwardly.
摘要翻译：一种形成建筑物的基础的方法包括在该地面的水平面（10）的地面中设置基础的地面，该沟槽（12）的深度通常等于基础梁的深度随后形成在沟槽中，并且在形成梁之前，在形成梁的同时提供从沟槽底部以间隔开的间隔延伸的桩（14），梁通过将加强件（14,18）放置在沟槽（12）中而形成，（14），然后用混凝土（22）将沟槽（12）基本上填充到其顶部，在混凝土（22）上，其形成与桩（14）成一体的梁。沟槽侧部优选向下收敛。

19. 发明申请

WO2015093950A1 SADDLE AND HOOK SYSTEM 审中-公开
标题翻译：三角和钩系统
公开(公告)号：WO2015093950A1
公开(公告)日：2015-06-25
申请号：PCT/NL2014/050875
申请日：2014-12-18
申请人： IHC NOREX B.V.
发明人： MULDERIJ, Klaas-Jan
IPC分类号： B63B35/28
CPC分类号： F03D13/25 , B63B9/065 , B63B35/003 , B63B35/28 , B66C1/56 , E02B2017/0047 , E02B2017/0065 , E02B2017/0091 , E02D27/14 , E02D27/425 , F03D13/10 , F03D13/22 , F05B2240/95 , Y02E10/727
摘要： The invention relates to a pile upending system for upending a pile such as a monopile for the foundation of offshore wind turbines, the pile upending system comprising; - a pivotally mounted pile support frame having a seat for engaging an outside wall of a pile, the pile support frame being pivotable around a support frame axis of rotation for allowing the seat to support the pile during upending, - a cable system for supporting an, in use outboard, end of a pile, comprising one or more tensioned or tensionable cables having an outboard end provided with a hoisting member for supporting the outboard end of the pile during upending of said pile, - an outboard support system comprising a frame member for, in use, extending outboard and supporting the hoisting member of the cable system, wherein the outboard support system is arranged with respect to the pile support frame such that the frame member extends transverse with respect to the support frame axis of rotation for arranging the hoisting member at a distance from the seat and aligned with the seat such that a pile may engage the hoisting member upon longitudinal movement of the pile along the seat.
摘要翻译：本发明涉及一种用于升高桩的上升系统，例如用于海上风力发电机的基础的单桩，桩升起系统包括： - 枢转安装的桩支撑框架，其具有用于接合桩的外壁的座，所述桩支撑框架围绕支撑框架旋转轴线可枢转，以允许座椅在升高期间支撑桩; - 缆索系统，用于支撑包括一个或多个张紧或可张紧的电缆，其外侧端部设置有提升构件，用于在所述桩的上升期间支撑所述桩的外侧端; - 外侧支撑系统，包括框架构件用于在使用中延伸外侧并支撑电缆系统的提升构件，其中外侧支撑系统相对于桩支撑框架布置，使得框架构件相对于支撑框架轴线方向横向延伸，以布置提升构件距离座椅一定距离并与座椅对准，使得当桩沿着海洋的纵向运动时，桩可以接合提升构件吨。

20. 发明申请

WO2014132198A2 REINFORCEMENT, STRUCTURE AND METHOD FOR UNDERGROUND REINFORCED CONCRETE CONSTRUCTIONS 审中-公开
标题翻译：地下加固混凝土结构的加固，结构和方法
公开(公告)号：WO2014132198A2
公开(公告)日：2014-09-04
申请号：PCT/IB2014059260
申请日：2014-02-26
申请人： ELAS GEOTECNICA SRL
发明人： BONOMI CRISTIANO
CPC分类号： E02D5/34 , E02D5/187 , E02D5/20 , E02D5/46 , E02D27/14 , E02D29/045 , E02D2220/00 , E02D2250/0023 , E02D2300/002 , E02D2300/0026 , E02D2300/0053 , E21D11/107
摘要： A reinforced concrete structure comprises a reinforcement (1, 11) made from a plurality of elongate longitudinal members (2, 12) of fibreglass or like material, disposed substantially parallel with one another in at least one predetermined direction. The elongate longitudinal members are coupled to one another by means of coupling members (3, 13) of fibreglass or formed by a strip of flexible polymer material. Metal and/or synthetic fibres are mixed with the concrete matrix to provide the structure with shear strength, making it possible substantially to reduce the number of coupling members (3, 13).
摘要翻译：钢筋混凝土结构包括由多个细长的玻璃纤维或类似材料的纵向构件（2,12）制成的加强件（1,11），其在至少一个预定方向上基本上彼此平行地设置。细长纵向构件通过玻璃纤维的联接构件（3,13）彼此联接，或者由柔性聚合物材料条形成。金属和/或合成纤维与混凝土基体混合以提供具有剪切强度的结构，使得可能基本上减少联接构件（3,13）的数量。

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