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公开(公告)号：WO2014062062A1
公开(公告)日：2014-04-24
申请号：PCT/NO2013/050163
申请日：2013-09-27
申请人： JAHR, Odd
发明人： JAHR, Odd
摘要： The present invention relating to a method and associated devices for a slipform for slipform casting of vertical or inclined wall structures of concrete. According to the invention, the slipform sides have no connecting yoke. The horizontal concrete pressure against the slipform sides, during the casting process, is transferred by vertically or obliquely upright guide beams (7) down to the underlying finished, hardened slipform-cast concrete wall (8). Without a connecting yoke, there is no physical obstacle to lifting in, with a crane for direct installation in the slip, industrially prefabricated cages (13) of vertical reinforcing bars or mats (21) of horizontal reinforcing bars.
摘要翻译： 本发明涉及一种用于滑模浇注的混凝土垂直或倾斜壁结构的方法和相关装置。 根据本发明，滑模侧面没有连接轭。 在铸造过程中，相对于滑模侧面的水平混凝土压力通过垂直或倾斜直立的导向梁（7）向下传递到下面的完成的，硬化的滑模混凝土壁（8）。 没有连接轭，没有物理上的障碍物，起重机直接安装在工作上预制的笼子（13）的垂直钢筋或水平钢筋的垫子（21）上。
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公开(公告)号：WO2009087470A3
公开(公告)日：2009-12-30
申请号：PCT/IB2008003655
申请日：2008-12-30
发明人： ZAGO ROBERTO , ZAMBIANCHI LAMBERTO
IPC分类号： E04H12/30 , E03B11/12 , E04F11/035
CPC分类号： E04H12/30 , E03B11/12 , E04F11/0223 , E04F11/116 , E04F11/1817 , E04F2011/0212 , E04G11/22 , E04G11/24 , Y02A20/104
摘要： A method for construction of a water tower (1) made of reinforced concrete, according to which a reservoir (3), constituting the water holder proper, is entirely built substantially at the level of the ground, and is then raised via progressive lifting of a stem (5) for supporting the reservoir (3) itself; the method envisages the use of a mobile formwork (9), which supports the reservoir (3) via hydraulic jacks (14) and is designed to enable forming of successive segments (28) of the stem (5) and progressive lifting of the formwork (9) and of the reservoir (3) via progressive construction of columns of sand (30) that are compacted inside ducts (29), which extend along each segment (28) of the stem (5) and along the formwork (9).
摘要翻译： 一种用于建造由钢筋混凝土制成的水塔（1）的方法，根据该方法，构成水保持器本体的储水器（3）基本上完全建立在地面的水平面上，并且然后通过逐步提升 用于支撑储存器（3）本身的杆（5） 该方法设想使用通过液压千斤顶（14）支撑贮存器（3）的移动模板（9），并且设计成能够形成杆（5）的连续段（28）并逐渐提升模板 （5）的每个节段（28）并且沿着模板（9）延伸的管道（29）内压缩的沙子（30）的柱的渐进构造，从所述模块（9）和储存器（3） 。
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3.发明申请DYNAMIC FLEXIBLE EXTRUDING BUILDING METHOD AND APPARATUS AND CONSTRUCTION MATERIAL USED THEREWITH 审中-公开动态柔性挤压建筑方法及其使用的装置和结构材料
公开(公告)号：WO02018119A2
公开(公告)日：2002-03-07
申请号：PCT/US2001/027418
申请日：2001-09-04
CPC分类号： E04G11/22 , B29C47/0019 , B29C47/124 , B29L2031/10
摘要： The present invention relates to a method and apparatus for building structures including residential and commercial structures using a dynamic flexible extrusion process and associated apparatus. NMore particularly, the present invention relates to a dynamic extrusion process by which interior, exterior, bearing and non-bearing walls, floors and/or ceiling are constructed in one extrusion process using curable materials pumped into a mold (200) designed for a desired extruded configuration or shape or extrudate profile, where the model can follow a predetermined course of a course varied on-the-fly. The invention also relates to a moving mold apparatus that permits an entire structure to be constructed onsite.
摘要翻译： 本发明涉及一种使用动态柔性挤出工艺和相关设备的建筑结构的方法和装置，包括住宅和商业结构。 特别地，本发明涉及一种动态挤出方法，其中内部，外部，轴承和非承载壁，地板和/或天花板在一个挤出方法中构造，使用泵送到模具（200）中的可固化材料，所述模具（200）设计为期望的 挤压构型或形状或挤压型材，其中模型可以遵循在飞行中变化的预定课程。 本发明还涉及允许现场构造整个结构的移动模具装置。
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公开(公告)号：WO2018195612A1
公开(公告)日：2018-11-01
申请号：PCT/BR2017/050099
申请日：2017-04-25
申请人： FARIAS, Rogério
发明人： FARIAS, Rogério
摘要： Refere-se a um sistema e método de construção ininterrupta e contínua de torres de concreto para emprego predominantemente em torres eólicas e de comunicação, de forma cilíndrica, cônica ou de outra disposição, através do emprego de torre metálica central, com sistema de pião e cremalheira, responsável pela movimentação vertical de Carros-Módulos com os seus componentes. O Carro (Módulo) inferior, através de Tensores rígidos ligados deste à cada uma das Formas Deslizantes transpassantes internas – formando uma radial, mantém esse conjugado de Formas Deslizantes, estabilizadas. O Carro (Módulo) superior cuida da elevação do conjunto de Formas Deslizantes transpassantes, pelo uso de conjunto formado pelos braços de elevação e seus apoios, cabos e os distanciadores das Formas Deslizantes transpassantes internas e externas. A diferença de velocidade de elevação do Carro (módulo) superior e do Carro (módulo) inferior, quando assim programado, provoca a angulação/conicidade desejada para a torre de concreto em construção.
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公开(公告)号：WO2014079602A1
公开(公告)日：2014-05-30
申请号：PCT/EP2013/069093
申请日：2013-09-16
发明人： STIESDAL, Henrik
CPC分类号： E04H12/341 , E04G11/20 , E04G11/22 , E04G11/28 , E04G21/0427 , E04G21/0445 , E04H12/12 , F03D13/10 , F03D13/20 , Y02E10/728
摘要： The invention provides an assembly (1) and an improved method of constructing a concrete tower. The method includes steps of erecting a central pillar (2), mounting a platform (3) on the central pillar (2), setting a slipform defining a portion of the concrete tower, pouring liquid concrete from the plat- form into the slipform (4), and leaving the liquid concrete to solidify in the slipform (4). The slipforming repeats to form further portions of the concrete tower. Each of the further portions of the concrete tower is formed on top of a preceding one of the portions of the concrete tower. The assembly (1) includes a central pillar (2), at least one slipform (4) and a platform (3) mountable on the central pillar (2) and comprising means for pouring liquid concrete into the at least one slipform (4).
摘要翻译： 本发明提供了一种组装（1）和一种构造混凝土塔的改进方法。 该方法包括竖立中心支柱（2），将平台（3）安装在中心支柱（2）上的步骤，设置限定混凝土塔的一部分的滑模，将液体混凝土从平台倾倒入滑模（ 4），并将液体混凝土固定在滑模（4）中。 滑移成形重复形成混凝土塔的其他部分。 混凝土塔的另外部分中的每一个形成在混凝土塔的前一个部分的顶部。 组件（1）包括中央支柱（2），至少一个滑模（4）和可安装在中心支柱（2）上的平台（3），并且包括用于将液体混凝土浇注到至少一个滑模（4）中的装置， 。
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公开(公告)号：WO2013040700A1
公开(公告)日：2013-03-28
申请号：PCT/CA2012/050637
申请日：2012-09-14
摘要： An improved method and apparatus for making structures and forts out of sand, snow or other types of formable material. The apparatus includes a collapsible and stackable form comprising a plurality of vertical wall members connected along adjacent vertical edges to form a geometric volume that include support openings along its wall members lower edges for receiving a support member, and further having an open top and bottom perimeter which allows the stackable form to be continuously filled, removed and stacked on top of previously formed block members thus allowing the user to create multiple tiered structures.
摘要翻译： 一种改进的方法和装置，用于从沙，雪或其他类型的可成形材料制造结构和堡垒。 该装置包括可折叠和可堆叠的形式，包括沿着相邻垂直边缘连接的多个垂直壁构件，以形成几何体积，其包括沿其壁构件下边缘的支撑开口，用于接收支撑构件，并且还具有开口的顶部和底部周边 这允许可堆叠形式被连续地填充，移除和堆叠在先前形成的块构件的顶部上，从而允许用户创建多个分层结构。
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公开(公告)号：WO2009087470A2
公开(公告)日：2009-07-16
申请号：PCT/IB2008/003655
申请日：2008-12-30
IPC分类号： E04H12/30
CPC分类号： E04H12/30 , E03B11/12 , E04F11/0223 , E04F11/116 , E04F11/1817 , E04F2011/0212 , E04G11/22 , E04G11/24 , Y02A20/104
摘要： A method for construction of a water tower (1) made of reinforced concrete, according to which a reservoir (3), constituting the water holder proper, is entirely built substantially at the level of the ground, and is then raised via progressive lifting of a stem (5) for supporting the reservoir (3) itself; the method envisages the use of a mobile formwork (9), which supports the reservoir (3) via hydraulic jacks (14) and is designed to enable forming of successive segments (28) of the stem (5) and progressive lifting of the formwork (9) and of the reservoir (3) via progressive construction of columns of sand (30) that are compacted inside ducts (29), which extend along each segment (28) of the stem (5) and along the formwork (9).
摘要翻译： 一种用于建造由钢筋混凝土制成的水塔（1）的方法，其中构成水保持器的储存器（3）完全基本上构建在地面的水平面上，然后通过逐渐提升 用于支撑储存器（3）本身的杆（5）; 该方法设想使用移动模板（9），其通过液压千斤顶（14）支撑储存器（3），并且被设计成能够形成杆（5）的连续段（28）并逐渐提升模板 （9）和沿着模板（9）的每个段（28）延伸的在管道（29）内压实的砂柱（30）的逐渐构造的槽（9）和储存器（3） 。
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公开(公告)号：WO2018223144A1
公开(公告)日：2018-12-06
申请号：PCT/US2018/035905
申请日：2018-06-04
申请人： ZITTING, James , ZITTING, Ethan
发明人： ZITTING, James , ZITTING, Ethan
IPC分类号： E04G11/20
CPC分类号： E04G11/24 , E04G11/22 , E04G21/0418 , E04G21/16
摘要： A system for forming a vertical structure through the incremental pouring of wet concrete has a plurality of vertical columns external to the concrete of the vertical structure; a slip form structure comprising a pair of opposing walls forming a bottomless trough; a main frame coupled to the slip form structure, wherein the main frame is supported on, and configured to move vertically along, the vertical columns; and a work platform residing below the slip form structure and main frame, the work platform being supported on, and configured to move vertically along, the vertical columns; wherein the main platform moves independently of the work platform.
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9.发明申请INSULATED CONCRETE SLIP FORM AND METHOD OF ACCELERATING CONCRETE CURING USING SAME 审中-公开绝缘混凝土滑模及使用该方法加速混凝土浇筑的方法
公开(公告)号：WO2015035409A3
公开(公告)日：2015-04-30
申请号：PCT/US2014054830
申请日：2014-09-09
IPC分类号： B28B5/00
CPC分类号： C04B28/04 , B28B7/348 , C04B7/02 , C04B7/14 , C04B7/26 , C04B28/021 , C04B28/08 , C04B40/02 , C04B2201/50 , E04G9/02 , E04G9/10 , E04G11/22 , E04G13/02 , E04G21/06 , E04G2009/028
摘要： The invention comprises a concrete form. The form comprises a first concrete forming panel having a first primary surface adapted for forming and contacting plastic concrete and a second primary surface opposite the first primary surface; a layer of insulating material contacting and substantially covering the second primary surface of the first concrete forming panel; and an insulating blanket adjacent the first concrete forming panel. A method of using the concrete form is also disclosed.
摘要翻译： 本发明包括一种具体形式。 该模板包括第一混凝土成形板，该第一混凝土成形板具有适于形成和接触塑性混凝土的第一主表面和与第一主表面相对的第二主表面; 接触并基本覆盖第一混凝土成形板的第二主表面的绝缘材料层; 以及邻近第一混凝土成形板的隔热毯。 还公开了使用混凝土模板的方法。
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公开(公告)号：WO2009127007A1
公开(公告)日：2009-10-22
申请号：PCT/AU2009/000475
申请日：2009-04-17
发明人： SHAW, Graham William
摘要： A climbing mast assembly (40), including a mast (42) having multiple recesses (45) thereon spaced longitudinally along the mast. A pair of ratchet housings (56) is mounted to be relatively slideable along the mast and including means to mount one or more jacks (55) for coupling the housings and operable to adjust the relative separation of the housings along the mast. First ratchet elements (60a) are mounted on the respective ratchet housings for reciprocatory sliding movement, transversely of the mast, and selectively positionable to successively engage said recesses to limit return travel of the respective housing as it is advanced up the mast by operation of said jack(s). Second ratchet elements (60b) are mounted on the respective ratchet housings for reciprocatory sliding movement, transversely of the mast, and selectively positionable to successively engage said recesses to allow lifting of the mast by the jack(s) and to limit return travel of the mast when it is being raised relative to the respective housings.
摘要翻译： 升降桅杆组件（40）包括桅杆（42），所述桅杆（42）具有沿桅杆纵向间隔开的多个凹部（45）。 一对棘轮壳体（56）被安装成沿桅杆相对滑动，并且包括安装用于联接壳体的一个或多个千斤顶（55）的装置，并且可操作以调节壳体沿桅杆的相对间隔。 第一棘轮元件（60a）安装在相应的棘轮壳体上，用于横向于桅杆的往复滑动运动，并且可选地定位成连续地接合所述凹槽，以限制相应的壳体在通过所述 插孔（S）。 第二棘轮元件（60b）安装在相应的棘轮壳体上，用于横向于桅杆的往复滑动运动，并且可选择性地定位成连续地接合所述凹部，以允许由千斤顶提升桅杆并且限制桅杆的返回行程 当它相对于相应的壳体升高时，
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