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1. 发明申请

WO2008039225A2 FOUNDATION LIFTING ASEMBLY AND METHOD OF USE 审中-公开
标题翻译：基金会提升ASEMBLY和使用方法
公开(公告)号：WO2008039225A2
公开(公告)日：2008-04-03
申请号：PCT/US2007/001592
申请日：2007-01-22
申请人： DURABLE HOME FOUNDATIONS , ROBERTS, Wilson, D. , FULLER, Trent, D.
发明人： ROBERTS, Wilson, D. , FULLER, Trent, D.
IPC分类号： E02D5/74
CPC分类号： E02D35/00
摘要： A lifting assembly for raising, supporting, and stabilizing a foundation or other weighted member. An anchoring bracket, which is mounted to a piling or pier that has been driven into the ground below the location where the foundation is to be poured, is attached to a jacking assembly. The jacking assembly includes a bottom plate which rests on the upper end of the vertical support column, a hydraulic jack which rests on the bottom plate, and a top plate which is supported by the hydraulic jack. Concrete which will form the foundation is poured into the foundation mold and around the anchoring bracket which rests in said mold. The concrete foundation is allowed to cure. Support rods which are secured to the anchoring bracket and bottom and top plates, transfers the upward force generated by the hydraulic lift, from said top plate to said anchoring bracket, thus lifting the foundation to which the anchoring bracket is integrally attached.
摘要翻译：用于升高，支撑和稳定基础或其他加权构件的提升组件。安装在已经被驱动到地基下方的地下的打桩或码头的锚固支架附接到顶起组件。顶起组件包括搁置在垂直支撑柱的上端的底板，搁置在底板上的液压千斤顶和由液压千斤顶支撑的顶板。将形成基础的混凝土浇注到基础模具中并围绕搁置在所述模具中的锚固支架周围。具体基础允许治愈。固定在锚固支架和底板和顶板上的支撑杆将由液压升降机产生的向上的力从所述顶板传递到所述锚定支架，从而提升锚固支架整体连接到的基座。

2. 发明申请

WO2007138427A2 METHOD OF RAISING A BUILDING 审中-公开
标题翻译：提高建筑物的方法
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
申请人： SO.L.E.S. - SOCIETA' LAVORI EDILI E SERBATOI S.p.A , MATTIOLI S.p.A. , COLLINA, Vincenzo , MARABELLO, Gioacchino , ZAGO, Roberto , ZAMBIANCHI, Lamberto
发明人： COLLINA, Vincenzo , MARABELLO, Gioacchino , ZAGO, Roberto , ZAMBIANCHI, Lamberto
CPC分类号： E02D35/00 , B66F7/20 , E02D27/48 , E04G23/06 , E04G23/065
摘要： 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.
摘要翻译：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。

3. 发明申请

WO2004065697A1 CARRIER BEAM SYSTEM FOR HOUSES 审中-公开
标题翻译：载体梁系统
公开(公告)号：WO2004065697A1
公开(公告)日：2004-08-05
申请号：PCT/CA2004/000089
申请日：2004-01-22
申请人： THE MATTAMY CORPORATION , KERR, Paul , MAZZOCCO, Frank
发明人： KERR, Paul , MAZZOCCO, Frank
IPC分类号： E02D27/08
CPC分类号： B66F3/46 , B60P1/00 , B62D53/067 , E02D35/00 , E04B1/34352 , E04B5/10 , E04B5/14 , E04B2001/3577 , E04B2001/3588 , E04C2003/0452 , E04G21/16 , E04G21/161 , E04G21/163 , E04G23/06
摘要： A carrier beam for distributing the load of a house wherein said beam spans at least two joists of the house, said beam having a first contact surface adapted to be in contact with at least two joists of the house and said beam having a second contact surface in engagement with the means for supporting the house.
摘要翻译：一种用于分配房屋的载荷的载体梁，其中所述梁跨过房屋的至少两个托梁，所述梁具有适于与房屋的至少两个托梁接触的第一接触表面，并且所述梁具有第二接触表面参与支持房屋的手段。

4. 发明申请

WO2003060250A1 METHOD AND APPARATUS FOR UTILIZING NON-CYLINDRICAL SUPPORT SECTIONS TO LIFT AND LEVEL EXISTING BUILDINGS AND AN ADJUSTABLE TOP SUPPORT SECTION FOR USE THEREWITH 审中-公开
标题翻译：使用非圆柱支撑部分提升和水平现有建筑物的方法和装置及其可用的最大支撑部分
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
申请人： DIMITRIJEVIC, Mark
发明人： DIMITRIJEVIC, Mark
IPC分类号： E04B5/58
CPC分类号： E04G23/06 , E02D27/48 , E02D35/00 , E04G23/065
摘要： 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.
摘要翻译：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。

5. 发明申请

WO2011058223A1 METHOD AND APPARATUS FOR INJECTING SUBSTANCE INTO SOIL AND/OR UNDER STRUCTURE 审中-公开
标题翻译：将物质注入土壤和/或结构物质的方法和装置
公开(公告)号：WO2011058223A1
公开(公告)日：2011-05-19
申请号：PCT/FI2010/050894
申请日：2010-11-05
申请人： URETEK WORLDWIDE OY , HÄKKINEN, Sami , LIEVONEN, Tuomas
发明人： HÄKKINEN, Sami , LIEVONEN, Tuomas
IPC分类号： E02D3/12
CPC分类号： E04G23/06 , E02D3/12 , E02D35/00 , E04G23/065
摘要： The invention relates to a method and apparatus for injecting a substance into soil and/or under a structure, whereby a reacting substance (3) is injected into the soil and/or under the structure through an injection bar (2). The reacting substance (3) is a substance which expands and hardens as a consequence of a chemical reaction. After the injection, the reacting substance (3) is removed from inside the injection bar (2). After this, the reacting substance is reinjected by using the same injection bar (2).
摘要翻译：本发明涉及一种用于将物质注入土壤和/或结构下的方法和装置，由此将反应物质（3）通过注射杆（2）注入土壤和/或结构下方。反应物质（3）是由于化学反应而膨胀和硬化的物质。注射后，将反应物质（3）从注射棒（2）的内部除去。之后，通过使用相同的注射棒（2）将反应物质再注入。

6. 发明申请

WO2010129642A3 METHOD FOR BUILDING WIND TURBINE TOWER 审中-公开
标题翻译：建筑风力发电机塔的方法
公开(公告)号：WO2010129642A3
公开(公告)日：2011-03-03
申请号：PCT/US2010033674
申请日：2010-05-05
申请人： SOUTHWORTH GEORGE L
发明人： SOUTHWORTH GEORGE L
IPC分类号： F03D11/04 , E04H12/00
CPC分类号： E04H12/34 , E02D27/42 , E02D27/425 , E02D35/00 , F05B2240/912
摘要： A method for erecting a tower includes the steps of providing a first pre-cast section of concrete and positioning it atop a foundation. A radially-inwardly extending ledge is attached to an interior wall of the first pre-cast section and a plurality of jacks is positioned below the ledge in circumferentially spaced apart relation to one another. The ledge and the first pre-cast section are raised to a first height by operating jacks in an ascending mode. A second pre-cast section is positioned beneath the first pre-cast section after the first pre-cast section has been lifted to the first height. The first pre-cast section is lowered onto the second pre-cast section by operating the jacks in a descending mode or the second pre-cast section is lifted by operating the jacks in ascending mode. An assembly building that surrounds a base of the tower protects workers from inclement weather.
摘要翻译：一种用于竖立塔架的方法包括以下步骤：提供混凝土的第一预制部分并将其定位在基础的顶部。径向向内延伸的凸缘附接到第一预铸部分的内壁，并且多个千斤顶位于凸缘下方彼此周向间隔开的关系。通过以升序模式操作千斤顶将凸缘和第一预制部分升高到第一高度。在第一预制部分已升至第一高度之后，第二预制部分位于第一预制部分下方。通过以下降模式操作千斤顶将第一预制部分降低到第二预制部分上，或者通过以上升模式操作千斤顶来提升第二预制部分。围绕塔的基座的组装建筑保护工人免受恶劣天气的影响。

7. 发明申请

WO2010059031A3 PILE DRIVER FOR USE IN A CONFINED SPACE WITH LIMITED HEAD ROOM 审中-公开
标题翻译：在有限公司的房间内使用的驱动器
公开(公告)号：WO2010059031A3
公开(公告)日：2010-07-15
申请号：PCT/MY2009000163
申请日：2009-10-01
申请人： ONG CHIN CHAI
发明人： ONG CHIN CHAI
IPC分类号： E02D7/20 , E02D11/00 , E02D35/00
CPC分类号： E02D35/00 , E02D7/14 , E02D7/20 , E02D11/00
摘要： A piling driver (1) to drive a high capacity and maximum continuous length of underpinning pile (61, 62) of at least equal to the clear floor height of a building. The modular piling driver (1) can be assembled on site to drive a pile into the ground within a small confined space under a limited head room comprising of; an underpinning pile (61, 62), a clamping block (2) with horizontal hydraulic clamps (25, 29), a thrust block frame structure (3) with a C-shaped horizontal beam (34) supporting a pair of vertical hydraulic jacks' (4) with corresponding rams (43) that drives the clamping block (2) along the two vertical holding frame members (5) which is supported by a pair of upper and lower locking pins (54) on to the parallel beams (7) that will bear against the soffit of the foundations (8). A method of push pull piling characterised in that apart from only using the counter-weight is to utilize the pull resisting force of the adjacent underpinning piles (61a, 61b, 61c) through a system of inter-connecting at least two units of the piling driver (1) into an assembly (9).
摘要翻译：打桩驱动器（1），其驱动至少等于建筑物的透明地板高度的高容量和最大连续长度的支撑桩（61,62）。模块化打桩驱动器（1）可以在现场组装，以在有限的头部房间内的小的限制空间内将堆放置在地面内，包括：支撑桩（61,62），具有水平液压夹具（25,29）的夹紧块（2），具有支撑一对垂直液压千斤顶的C形水平梁（34）的推力块框架结构（3）（4）具有相应的柱塞（43），其沿着由一对上下锁定销（54）支撑在平行梁（7）上的两个垂直保持框架构件（5）驱动夹紧块（2））将反对基金会（8）的拱顶。一种推拉桩的方法，其特征在于，除了仅使用配重之外，通过相互连接桩的至少两个单元的系统来利用相邻的支撑桩（61a，61b，61c）的拉力抵抗力驱动器（1）进入组件（9）。

8. 发明申请

WO2009087469A2 METHOD AND SYSTEM FOR RAISING A BUILDING STRUCTURE 审中-公开
标题翻译：提高建筑结构的方法和系统
公开(公告)号：WO2009087469A2
公开(公告)日：2009-07-16
申请号：PCT/IB2008003653
申请日：2008-12-30
申请人： SOLES SOCIETA LAVORI EDILI E SERBATOI SPA , MATTIOLI SPA , ZAGO ROBERTO , ZAMBIANCHI LAMBERTO , MARABELLO GIOACCHINO , SCUTTARI STEFANO
发明人： ZAGO ROBERTO , ZAMBIANCHI LAMBERTO , MARABELLO GIOACCHINO , SCUTTARI STEFANO
IPC分类号： E02D35/00
CPC分类号： E02D35/00
摘要： A method of raising a building structure (1) with respect to the ground (2); the method including the steps of : forming a mat (7) having a number of through holes (12), each surrounded by a number of upward- projecting ties (16); inserting a foundation pile (9) through each hole (12); attaching to each foundation pile (9) a lifting device (11), which on one side rests on the top end of the foundation pile (9), and on the other side is secured to the corresponding ties (16) which act as reaction members; exerting thrust on the foundation piles (9) by means of the lifting devices (11) to lift the building structure (1) with respect to the ground (2); dividing lift of the building structure (1) into a succession of lift steps; establishing a predetermined lift value for each lift step; and, at each lift step, operating each lifting device (11) to expand the lifting device (11) by exactly the predetermined lift step value.
摘要翻译：一种相对于地面（2）升高建筑物结构（1）的方法; 该方法包括以下步骤：形成具有多个通孔（12）的垫子（7），每个通孔被多个向上突出的连接件（16）包围; 通过每个孔（12）插入基础桩（9）; 附接到每个基础桩（9）上的提升装置（11），其一侧搁置在基础桩（9）的顶端上，另一侧固定到作为反应的对应的绳索（16）成员; 通过提升装置（11）对基础桩（9）施加推力以相对于地面（2）提升建筑物结构（1）; 将建筑物结构（1）的分隔升降机连续升降; 建立每个提升步骤的预定升力值; 并且在每个提升步骤中，操作每个提升装置（11）以将提升装置（11）精确地扩大到预定的提升步长值。

9. 发明申请

WO2008011443A3 TRUSS LOCK FLOOR SYSTEMS AND RELATED METHODS AND APPARATUS 审中-公开
标题翻译：桁架锁定地板系统及相关方法和设备
公开(公告)号：WO2008011443A3
公开(公告)日：2008-11-20
申请号：PCT/US2007073744
申请日：2007-07-18
申请人： A & ENGINEERING CONSTRUCTION , WALTER RICHARD
发明人： WALTER RICHARD
IPC分类号： E04B1/00
CPC分类号： E02D35/00 , E04B1/0007 , E04B5/04 , E04B5/43
摘要： Top-down construction techniques are disclosed for providing panelized building systems. The systems can include pre-manufactured floor and stem wall panels that can built to a desired specification, e.g., according to site-specific requirements. The floor panels can include height-adjustable members to raise/lower portions of one or more panels to a desired height relative to an underlying surface. The floor panels can be leveled, locked together, and then remaining portions of a building structure can be built around the floor panels in a top-down process. The height-adjustable members can include pier and jack system that includes a jack screw, a sleeve, and a pier. Related grout system are also disclosed.
摘要翻译：公开了自顶向下的建筑技术用于提供拼板建筑系统。该系统可以包括预制的地板和杆墙板，其可以按照所需的规格制造，例如根据场地特定的要求。地板镶板可以包括高度可调节的构件，以将一个或多个镶板的部分升高/降低至相对于下伏表面的期望高度。地板可以平整，锁定在一起，然后建筑结构的其余部分可以在自上而下的过程中围绕地板镶板建造。高度可调节的构件可以包括码头和千斤顶系统，其包括千斤顶螺钉，套筒和码头。相关的灌浆系统也被披露。

10. 发明申请

WO2007138427A3 METHOD OF RAISING A BUILDING 审中-公开
标题翻译：提高建筑物的方法
公开(公告)号：WO2007138427A3
公开(公告)日：2008-06-12
申请号：PCT/IB2007001362
申请日：2007-05-25
申请人： SOLES SOCIETA LAVORI EDILI E SERBATOI SPA , MATTIOLI SPA , COLLINA VINCENZO , MARABELLO GIOACCHINO , ZAGO ROBERTO , ZAMBIANCHI LAMBERTO
发明人： COLLINA VINCENZO , MARABELLO GIOACCHINO , ZAGO ROBERTO , ZAMBIANCHI LAMBERTO
IPC分类号： E02D27/48 , E02D35/00 , E04G23/06
CPC分类号： E02D35/00 , B66F7/20 , E02D27/48 , E04G23/06 , E04G23/065
摘要： 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.
摘要翻译：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）; 一旦建筑物升高，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）同时提升建筑物（1），同时提升装置（11）其余两个工作组闲置。

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