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169 条记录 (耗时 0.016 秒)

    Method for erecting framework of structures
    2.
    发明授权
    Method for erecting framework of structures 有权

    公开(公告)号：US11002004B2

    公开(公告)日：2021-05-11

    申请号：US16304858

    申请日：2017-05-19

    申请人： Aleksandr Aleksandrovich Titov ,  Dmitri Viktorovich Paramonov ,  Vladislav Aleksandrovich Levushkin

    发明人： Aleksandr Aleksandrovich Titov ,  Dmitri Viktorovich Paramonov ,  Vladislav Aleksandrovich Levushkin

    IPC分类号： E04B1/35 ,  E04B5/17 ,  E04B1/16 ,  E04B1/22 ,  E04C5/10 ,  E04B1/20 ,  E04G11/22 ,  E04G11/36

    摘要： The invention concerns the construction process and can be employed in the course of construction of buildings and structures of different purposes in order to reduce labor consumption during formation of floor slabs, and to facilitate integrity retention of a slab and hoisting equipment during the rotation operation.
    The carcassing method assumes simultaneous construction of bearing solid-cast reinforced-concrete structural vertical elements and hinged to them vertically oriented reinforced-concrete pivot floor slabs. The construction process involves preliminary installation of separating elements between slabs and bearing structures as well as between adjacent slabs. After the concrete has developed its strength, the above slabs shall be flipped to the horizontal position and butt joints between slabs and bearing vertical elements as well as between adjacent floor slabs shall be grouted. The vertical elements and floor slabs are formed in layers, vertical partition elements represent sheet-type or film-type polymer materials, the pivot hinge of floor slabs represent an elongated element located in the middle portion of a floor slab and whose longitudinal axis coincides with the slab rotation axis.
    Bearing elements shall be formed as columns.
    Tubular round-in-section hinge elements of horizontally adjacent floor slabs shall be located at opposite sides of the longitudinal axis of a column.
    Floor slabs shall be reinforced by a prestressed reinforcement cage made of a sheathed steel cable.
    Tendons shall be installed inside of floor slabs after their formation. For this, the solidifying grout is fed into cavity of the slip formwork inside a slab, linear voids are formed by means of channel formers.
    The longitudinal axis of a hinge runs through the mass center of a floor slab.
    Slabs shall be flipped in the ascending and descending order.
    Channel formers shall be shifted upon shifting the formwork or upon transition to the next layer.
    Channel formers shall comprise the broach for installation of tendons in channels.
    Channel formers are equipped with vibrators for compaction of the grout.
    After rotation of slabs, the reinforcing cable shall be placed inside transverse channels and shall be tensioned.

    Vertical slip form construction system with multi-function platform, and method of constructing a building therewith
    4.
    发明授权
    Vertical slip form construction system with multi-function platform, and method of constructing a building therewith 有权

    公开(公告)号：US10745906B1

    公开(公告)日：2020-08-18

    申请号：US16393279

    申请日：2019-04-24

    申请人： BIG TIME INVESTMENT, LLC

    发明人： Stephen T. Houston ,  Joseph Michael Benvenuto ,  Aleksei Ivanikiw

    IPC分类号： E04B1/35 ,  E04B1/24 ,  E04B1/16 ,  E04G11/22 ,  E04B1/41 ,  E02D27/12

    摘要： A floor plate for a building having a vertical support core is described, and includes first and second girders arranged in parallel and slidably disposed on opposed sides of the vertical support core. Each of the first and second girders includes a vertically-oriented web portion and a flange portion. The floor plate also includes a plurality of framing members, wherein each of the framing members includes a medial beam attached to first and second cantilevered beams. The medial beams are disposed between the first and second girders. The first and second cantilevered beams are threaded through apertures of the first and second girders and joined to the respective medial beam, and define first and second cambers. The first and second cambers are selected to achieve a flat horizontal surface on an upper surface of the floor plate when the floor plate is fixedly attached to the vertical support core.

    Apparatus for manufacturing a pre-cast retaining wall
    5.
    发明授权
    Apparatus for manufacturing a pre-cast retaining wall 有权
    用于制造预制挡土墙的装置

    公开(公告)号：US08025493B2

    公开(公告)日：2011-09-27

    申请号：US12539830

    申请日：2009-08-12

    申请人： George Petrov

    发明人： George Petrov

    IPC分类号： B28B7/02 ,  E04G11/22

    CPC分类号： B28B7/02 ,  B28B7/0044 ,  B28B7/0091 ,  E02D29/02 ,  Y10S425/033

    摘要： An adjustable mold for manufacturing a pre-cast cantilevered concrete retaining wall. The adjustable mold includes a base, at least one upright form disposed substantially perpendicular and adjacent to the base, and a plurality of rails interchangeable and repositionable adapted to be secured to the base to vary the size and surface features of the retaining wall. The base, the upright form, and the plurality of rails cooperate to define a plurality cavities in fluid communication that shape and allow sufficient curing of a combination of fluid concrete and concrete reinforcement to form a retaining wall of a selected configuration. A top surface of the base is contoured to define the mold negative of a textured shape desirable for the external surface of the pre-cast cantilevered concrete retaining wall.

    摘要翻译： 一种用于制造预制悬臂混凝土挡土墙的可调模具。 可调节模具包括底座，至少一个基本上垂直且邻近基座设置的直立形式，以及可互换和可重新定位的多个轨道，其适于固定到基座以改变挡土墙的尺寸和表面特征。 基座，直立形式和多个轨道协作以限定流体连通的多个空腔，其形成并允许流体混凝土和混凝土加强件的组合的充分固化以形成所选构造的挡土墙。 基座的顶表面是轮廓，以限定预制悬臂式混凝土挡土墙的外表面所需的纹理形状的阴模。

    Cable guide system for a mold forming and extruding machine and a method of use
    6.
    发明申请
    Cable guide system for a mold forming and extruding machine and a method of use 失效
    用于成型和挤出机的导线系统及其使用方法

    公开(公告)号：US20100225015A1

    公开(公告)日：2010-09-09

    申请号：US12381040

    申请日：2009-03-06

    申请人： Aaron A. Techlin ,  Graham M. Conradt ,  Tyler N. Techlin

    发明人： Aaron A. Techlin ,  Graham M. Conradt ,  Tyler N. Techlin

    IPC分类号： E04B1/06 ,  E04G11/22

    CPC分类号： E04G11/34 ,  E04G21/04

    摘要： A cable guide system and method are disclosed for a mold forming and extruding machine. The machine has a pair of spaced apart vertical members. The cable guide system includes a support shaft secured to the pair of vertical members. The support shaft retains a first stop member, a tensioning device, a spool loaded with a flexible reinforcement cable, and a second stop member. The spool cooperates with the tensioning device to prevent the cable from prematurely unraveling. The cable guide system further includes a guide member located below and forward of the spool and in horizontal alignment with a plunger. The guide member is capable of changing the direction of the flexible reinforcement cable as it is unwound from the spool. The plunger is capable of extruding a moldable substance from the machine while allowing the flexible reinforcement cable to pass through an aperture formed therein.

    摘要翻译： 公开了一种用于成型和挤出机的电缆引导系统和方法。 该机器具有一对间隔开的垂直构件。 电缆引导系统包括固定到该对垂直构件上的支撑轴。 支撑轴保持第一止动构件，张紧装置，装有柔性增强电缆的线轴和第二止动构件。 卷轴与张紧装置配合，以防止电缆过早松开。 电缆引导系统还包括位于阀芯下方和前方并与柱塞水平对准的引导构件。 引导构件能够在柔性加强缆索从卷轴展开时改变其方向。 柱塞能够从机器挤出可模制物质，同时允许柔性增强电缆穿过其中形成的孔。

    Apparatus for forming walls
    7.
    发明授权
    Apparatus for forming walls 失效
    用于形成墙壁的装置

    公开(公告)号：US5554392A

    公开(公告)日：1996-09-10

    申请号：US424551

    申请日：1995-04-17

    申请人： Leroy D. Gray

    发明人： Leroy D. Gray

    IPC分类号： E04G11/20 ,  E04G11/22 ,  B28B1/08 ,  E04G21/06

    CPC分类号： E04G11/20 ,  E04G11/22

    摘要： The invention relates to an improved apparatus for the production of substantially vertical walls, and specifically, walls made of concrete which includes a single sided concrete form used, for example, to form a concrete wall against a preexisting wall or embankment, by pumping concrete into a gap between the form and the preexisting wall or embankment, and raising the form vertically as the pumped concrete settles and drys. The apparatus enables the construction of vertical walls of superior strength in less time as compared to currently available systems.

    摘要翻译： 本发明涉及一种用于生产基本上垂直的壁，特别是由混凝土制成的壁的改进的装置，其包括单面混凝土形式，例如用于通过将混凝土泵入混凝土形成混凝土壁抵抗预先存在的壁或路堤 形式与预先存在的墙壁或路堤之间的间隙，并且随着泵送的混凝土沉降和干燥而垂直地提升形式。 与目前可用的系统相比，该装置能够在更短的时间内构建具有优异强度的垂直壁。

    Slip form arrangement for constructing annular structures
    9.
    发明授权
    Slip form arrangement for constructing annular structures 失效
    用于构造环形结构的滑移形式布置

    公开(公告)号：US3966376A

    公开(公告)日：1976-06-29

    申请号：US550835

    申请日：1975-02-18

    申请人： Otto Heinzle

    发明人： Otto Heinzle

    IPC分类号： E04G11/20 ,  E04G11/22

    CPC分类号： E04G11/20 ,  E04G11/22

    摘要： The upright annular concrete wall of a silo, swimming pool, or like structure of large diameter is poured in a slip form suspended from three columns for best stability of the slip form arrangement. A work platform is mounted on beams which radially connect the form with a coaxial, inner, annular frame. Carriers are interposed between the columns and the frame in such a manner that six approximately equally distributed circumferential portions of the frame are connected to the columns, so that the unsupported spans of the frame between connections to the carriers are only one half of what they would be if the frame were directly attached to the columns.

    摘要翻译： 将直径较大的筒仓，游泳池或类似结构的立式环形混凝土墙体倒入从三列悬挂的滑动形式中，以获得滑动形式布置的最佳稳定性。 工作平台安装在将形状与同轴的内环形框架径向连接的梁上。 承载器以这样的方式插入在柱和框架之间，使得框架的六个大致均匀分布的圆周部分连接到列，使得在与承载件的连接之间的框架的不受支撑的跨度仅为它们的一半 如果框架直接连接到列上。