公开(公告)号：WO2016205864A1

公开(公告)日：2016-12-29

申请号：PCT/AU2016/000222

申请日：2016-06-24

Applicant: UP FIRST CONSTRUCTION SYSTEMS PTY LTD

Inventor： JENNER, Philip Edward

IPC: G05D13/00 ,  G05D3/00

CPC classification number: H02P5/685 ,  B66C13/23 ,  B66F3/46 ,  E04B1/3522 ,  E04G21/163 ,  E04G23/065 ,  G05B19/0428 ,  H02P7/20

Abstract: A control system for controlling the operation of a plurality of modular lifting units (12). The control system includes a power source (20) for providing power to each of the modular lifting units (12). A main control box connected between the power source (20) and the modular lifting units (12), comprises a mode switch (28) for switching the system between two control modes: a group mode, in which the plurality of modular lifting units (12) is controlled synchronously as a group; and, an individual mode, in which any one of the modular lifting units (12) is controlled independently of the other units. In group mode, synchronous movement of the modular lifting units is achieved by setting each unit to run at the same speed. The control system may also comprise one or more power extension control boxes (PECBs) (13) connected between an additional power source and a plurality of additional modular lifting units

Abstract translation: 一种用于控制多个模块化提升单元（12）的操作的控制系统。 控制系统包括用于向每个模块化提升单元（12）提供动力的电源（20）。 连接在电源（20）和模块化提升单元（12）之间的主控制箱包括用于在两种控制模式之间切换系统的模式开关（28）：组模式，其中多个模块化提升单元 12）作为一组同步控制; 以及单独模式，其中任何一个模块化提升单元（12）独立于其它单元被控制。 在组模式下，通过设置每个单元以相同的速度运行来实现模块化升降单元的同步运动。 控制系统还可以包括一个或多个连接在附加电源和多个额外的模块化提升单元之间的功率延伸控制箱（PECB）（13）

公开(公告)号：WO2011058222A1

公开(公告)日：2011-05-19

申请号：PCT/FI2010/050893

申请日：2010-11-05

Applicant: URETEK WORLDWIDE OY ,  HÄKKINEN, Sami ,  LIEVONEN, Tuomas

Inventor： HÄKKINEN, Sami ,  LIEVONEN, Tuomas

IPC: E02D3/12 ,  E02D35/00

CPC classification number: E04G23/06 ,  E02D3/12 ,  E02D35/00 ,  E04G23/065

Abstract: The invention relates to a method for condensing, filling, or replacing soil and/or for lifting structures. The method comprises providing the soil (2) or the structure (1) with a hole, and arranging into the hole an injection bar (4) having a fillable expansion element (5) in connection therewith. A substance (8) which expands as a consequence of a chemical reaction is injected into the expansion element (5) along the injection bar (4). A force pressing the expansion element (5) against the soil (2) is generated by the chemical reaction, which expands the substance (8) injected into the expansion element (5). After the injected substance (8) has reacted, a re-injection route (9) is opened and more of the substance is injected into the same expansion element (5) and/or the substance is injected by using the same injection bar (4).

Abstract translation: 本发明涉及一种用于冷凝，填充或更换土壤和/或用于提升结构的方法。 所述方法包括向所述孔（2）或所述结构（1）提供孔，并且将与其相连的具有可填充膨胀元件（5）的注射杆（4）布置在所述孔中。 由于化学反应而膨胀的物质（8）沿着注射棒（4）注入到膨胀元件（5）中。 通过化学反应产生将膨胀元件（5）压靠在土壤（2）上的力，其膨胀注入到膨胀元件（5）中的物质（8）。 在注入物质（8）反应后，打开再注入路径（9），将更多的物质注入相同的膨胀元件（5）和/或通过使用相同的注射棒（4）注入物质 ）。

公开(公告)号：WO2007138427A2

公开(公告)日：2007-12-06

申请号：PCT/IB2007/001362

申请日：2007-05-25

Applicant: SO.L.E.S. - SOCIETA' LAVORI EDILI E SERBATOI S.p.A ,  MATTIOLI S.p.A. ,  COLLINA, Vincenzo ,  MARABELLO, Gioacchino ,  ZAGO, Roberto ,  ZAMBIANCHI, Lamberto

Inventor： COLLINA, Vincenzo ,  MARABELLO, Gioacchino ,  ZAGO, Roberto ,  ZAMBIANCHI, Lamberto

CPC classification number: E02D35/00 ,  B66F7/20 ,  E02D27/48 ,  E04G23/06 ,  E04G23/065

Abstract: A method of raising a building (1) with respect to the ground (2); the method including the steps of : forming a mat (7) having a number of through holes (12); inserting a foundation pile (9) through each hole (12); fitting each foundation pile (9) with a lifting device (11); exerting thrust on the foundation piles (9) by means of the lifting devices (11) to raise the building (1) with respect to the ground (2); and fixing each foundation pile (9) axially to the mat (7) once the building is raised; the lifting devices (11) are divided into three equivalent, symmetrical, independent work groups; and the lifting devices (11) of one work group at a time are activated simultaneously, so that the building (1) is raised isostatically, by simultaneously activating the lifting devices (11) of one work group at a time, while the lifting devices (11) of the other two work groups are left idle.

Abstract translation: 提高建筑物（1）相对于地面（2）的方法; 该方法包括以下步骤：形成具有多个通孔（12）的垫（7）; 通过每个孔（12）插入基础桩（9）; 用提升装置（11）对每个基础桩（9）进行装配; 通过提升装置（11）对基础桩（9）施加推力以相对于地面（2）升高建筑物（1）; 一旦建筑物升起，将每个地基桩（9）轴向地固定到垫子（7）上; 提升装置（11）分为三个等效，对称，独立的工作组; 同时一个工作组的提升装置（11）被同时启动，从而通过同时激活一个工作组的提升装置（11）同时升高建筑物（1），同时提升装置 （11）其余两个工作组闲置。

公开(公告)号：WO2003060250A1

公开(公告)日：2003-07-24

申请号：PCT/US2002/000954

申请日：2002-01-15

Applicant: DIMITRIJEVIC, Mark

Inventor： DIMITRIJEVIC, Mark

IPC: E04B5/58

CPC classification number: E04G23/06 ,  E02D27/48 ,  E02D35/00 ,  E04G23/065

Abstract: An apparatus (10) and a method (30, 40) are provided for lifting and leveling an existing building (100). At least a first non-cylindrical support section (12) having a substantially rectangular shape and first and second ends is located within the earth (7) at a position underneath the existing building (100). A cap support section (13) is placed in contact with the second end of the first non-cylindrical support section (12). A jack (73/74) is disposed on the upper side of the cap support section (13) and raised until the foundation (96) of the existing building (100) has been lifted to a desired height. The non-cylindrical support section (12) has low bearing and high friction characteristics. The low bearing characteristics enable the apparatus (10) to be driven further into the earth (7) than cylindrical pilings that are commonly used to lift and level existing buildings (100). The high friction characteristics assist in maintaining the stability of the apparatus (10) once installed.

Abstract translation: 提供一种用于提升和调平现有建筑物（100）的装置（10）和方法（30,40）。 至少具有大致矩形形状的第一非圆柱形支撑部分（12）和第一和第二端部位于现有建筑物（100）下方的位置内的地球（7）内。 帽支撑部分（13）放置成与第一非圆柱形支撑部分（12）的第二端接触。 千斤顶（73/74）设置在盖支撑部分（13）的上侧，并升高直到现有建筑物（100）的基础（96）已升高到期望的高度。 非圆柱形支撑部分（12）具有低轴承和高摩擦特性。 低轴承特性使得装置（10）能够比通常用于提升和调平现有建筑物（100）的圆柱形桩更进一步被驱动到地（7）中。 一旦安装，高摩擦特性有助于维持设备（10）的稳定性。

公开(公告)号：WO2004090233A1

公开(公告)日：2004-10-21

申请号：PCT/KR2004/000409

申请日：2004-02-27

Applicant: BYUN, Hang Yong

Inventor： BYUN, Hang Yong

IPC: E01D22/00

CPC classification number: E01D22/00 ,  E02D35/00 ,  E02D37/00 ,  E04G23/0218 ,  E04G23/06 ,  E04G23/065

Abstract: A system and method of repairing or reinforcing an existing structure using a reaction force of pressurizing means are provided. In a state in which structure supporting means, such as a steel pile, is pressed fit into the ground located under an existing structure to reach a predetermined rigid bearing layer, and the existing structure is lifted by the structure supporting means, a target portion for repair or reinforcement can be repaired or reinforced, irrespective of the construction site or space, without causing any harmful environmental impact.

Abstract translation: 提供了使用加压装置的反作用力修复或加强现有结构的系统和方法。 在诸如钢桩的结构支撑装置被压配合到位于现有结构下方的地面以到达预定的刚性支承层的状态下，并且现有结构被结构支撑装置提升，目标部分用于 修理或加固可以修复或加固，不管施工现场或空间如何，而不会对环境造成任何有害影响。

公开(公告)号：WO1997019238A1

公开(公告)日：1997-05-29

申请号：PCT/FR1996001770

申请日：1996-11-08

Applicant: CLAISSE, PATRICK

IPC: E04G23/02

CPC classification number: E04G23/0266 ,  E04G23/065

Abstract: A device for lifting a framework (65) and any construction supported thereon, particularly a roof, away from subjacent walls. A number of such devices (63) may be distributed around the framework (65) and each device comprises a wall-engaging plate (1) attachable to a wall (3). Means (64) for guiding a bracket (76) engageable with the framework (65) and controlled means (108) for pushing said bracket (76) are connected to said plate by common means (42) that hold said means in identical positions. The device is particularly suitable for lifting two- or four-pitched roofs, floors or exposed frameworks by suitably adapting the brackets (76).

Abstract translation: 一种用于提升框架（65）的装置和支撑在其上的任何结构，特别是一个屋顶，远离相邻的墙壁。 多个这样的装置（63）可以围绕框架（65）分布，并且每个装置包括可附接到壁（3）的壁接合板（1）。 用于引导与框架（65）接合的支架（76）的装置（64）和用于推动所述支架（76）的受控装置（108）通过将所述装置保持在相同位置的共同装置（42）连接到所述板。 该装置特别适用于通过适当地适配支架（76）来提升两或四个倾斜的屋顶，地板或暴露的框架。

公开(公告)号：WO2014134684A8

公开(公告)日：2015-07-16

申请号：PCT/AU2014000224

申请日：2014-03-10

Applicant: UP FIRST CONSTRUCTION SYSTEMS PTY LTD

Inventor： JENNER PHILIP EDWARD

IPC: E04G23/06 ,  B66F3/10 ,  B66F9/00 ,  B66F11/00 ,  E04B1/343 ,  E04B1/35

CPC classification number: E04G23/065 ,  B66F3/00 ,  B66F3/08 ,  B66F3/46 ,  E04B1/3522 ,  E04G21/16 ,  E04G21/163 ,  E04G23/06

Abstract: A building system for fabricating a multi-storey building structure, the system comprising at least one first building structure and at least one second building structure and means for elevating the second building structure to allow provision of the first building structure under the elevated building structure. A method for fabricating a multi-storey building structure, the method comprises the steps of providing a second building structure; elevating the second building structure; providing a first building structure under the elevated second building structure; and lowering the second building structure onto the first building structure. There is also provided the elevating means, such as jacks for elevating the building structure.

Abstract translation: 一种用于制造多层建筑结构的建筑系统，该系统包括至少一个第一建筑结构和至少一个第二建筑结构，以及用于升高第二建筑结构以允许在升高的建筑结构下提供第一建筑结构的装置。 一种制造多层建筑结构的方法，所述方法包括提供第二建筑结构的步骤; 提升第二建筑结构; 在升高的第二建筑结构下提供第一建筑结构; 并将第二建筑结构降低到第一建筑结构上。 还提供了升降装置，例如用于升高建筑结构的千斤顶。

公开(公告)号：WO9518280A8

公开(公告)日：2001-04-26

申请号：PCT/CA9400709

申请日：1994-12-23

Applicant: SKOURAS JOSEPH A

Inventor： SKOURAS JOSEPH A

IPC: E04G23/06 ,  E04G25/04

CPC classification number: E04G23/06 ,  E04G23/065 ,  E04G25/04 ,  E04G25/065

Abstract: A lifting and shoring jack assembly includes a main support assembly having a main column (3), a jack screw (4) slidably mounted within the main column, and a jack nut (5) engaged with the jack screw and bearing on the end of the main column. A load plate (6) mounted at the free end of the jack screw (4) facilitates engagement of the jack assembly with a load to be supported. Extensible side braces (7) are pivotally mounted on the main column (3), and also include load engaging plates (6A) for load-bearing attachment to the load to be supported.

Abstract translation: 提升和支撑千斤顶组件包括主支撑组件，其具有主柱（3），可滑动地安装在主柱内的千斤顶螺钉（4）以及与千斤顶螺钉啮合的千斤顶螺母（5） 主栏。 安装在千斤顶螺钉（4）的自由端的装载板（6）有助于千斤顶组件与待支撑的负载的接合。 可伸缩侧支架（7）可枢转地安装在主柱（3）上，并且还包括负载接合板（6A），用于承载连接到待支撑的负载。

公开(公告)号：WO1994011596A1

公开(公告)日：1994-05-26

申请号：PCT/EP1993003179

申请日：1993-11-12

Applicant: KLAUS BAU GMBH ,  HOPF, Leonhard

Inventor： KLAUS BAU GMBH

IPC: E04G23/02

CPC classification number: E04G23/0266 ,  E04G23/06 ,  E04G23/065

Abstract: In order to increase the vertical distance between the roof truss (1) and the top ceiling (2) of a building so that a habitable attic may be created, the roof truss (1) is detached from the building, lifted up as a single piece in its totality by means of lifting units (6) and guided in the lifting direction by guiding elements (18) which act as supports for the lifted roof truss at least until the outer walls of the building are sufficiently raised to bear the roof truss.

公开(公告)号：WO1994010078A1

公开(公告)日：1994-05-11

申请号：PCT/US1992009351

申请日：1992-11-03

Applicant: A.R. WATSON CORPORATION

Inventor： A.R. WATSON CORPORATION ,  WATSON, Alan, R.

IPC: B66F07/12

CPC classification number: B66F1/00 ,  B66F3/35 ,  E04G23/065

Abstract: A method of lifting storage tanks by using pressurized bags (12) and support members (22). Lifting the tank allows for visual inspection under the tank for corrosion to prevent leakage of environmentally hazardous chemicals stored in the tank. The lifting bags (12) are placed under the tank (10), inflated, and support timbers (22) placed under the raised tank. The bags are then deflated allowing the tank to rest on the support timbers. The deflated bags raised by placing support timbers under the bags. The bags are again pressurized further raising the tank. The steps are repeated until the tank is lifted to the desired height. Ground suction is broken by raising one side of the tank with the lifting bags, placing supports as far as possible under the tank rim and depressurizing the bags to rock the other side of the tank off the ground. A fulcrum method is also applied to use the partial weight of the tank as a leverage force to alternately raise opposite sides of the tank.

Abstract translation: 一种通过使用加压袋（12）和支撑构件（22）提升储罐的方法。 提升油箱允许在油箱下进行目视检查以防腐蚀，以防止存储在油箱中的环境危险化学品的泄漏。 提升袋（12）放置在罐（10）下方，充气，并且支撑木材（22）放置在升高的箱体下方。 然后袋子放气，允许罐子搁置在支撑木材上。 通过在袋子下面放置支撑木材而提起的放气袋。 袋子再次被加压，进一步升高水箱。 重复这些步骤，直到罐被提升到所需的高度。 通过用提升袋抬起箱体的一侧来将地面吸力打破，将支架尽可能地放置在罐体边缘处并对袋进行减压以将罐体的另一侧从地面上摇摆。 支点方法也适用于使用坦克的部分重量作为杠杆力来交替地提升坦克的相对侧面。