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1.发明授权
公开(公告)号：US3978630A
公开(公告)日：1976-09-07
申请号：US555312
申请日：1975-03-04
CPC分类号： E04B1/3404
摘要： At least one hollow core tower (preferably of a rectangular construction) is constructed from a foundation to a preselected floor supporting height. The tower is preferably joined at the top and slotted vertically along at least one sidewall from the base of the tower to a partial height of the tower. Preferably the tower is slotted along opposed sidewalls to form opposed C-shaped sections confronting one another at the slots. After at least the lowest and ground adjacent portion of the tower is constructed, floors are built about the tower at or near ground level. The floors include a section extending into or across the tower at the slot or slots which preferably includes a cantilevered or spanning horizontal floor strengthening beam. Typically, the floors are constructed and stacked one on another at their ground level with the bottom floor built first and lowest, and the top floor or roof built last and highest at the top of the ground supported stack. Floors with curtain walls preferably attached at ground level are successively raised and fastened to the tower with the top floor raised and fastened first, and the lower floor raised and fastened last. With one or more of the floors in place, each floor at or near its section adjacent the tower is fastened to the tower sides to cross brace the tower at the slot. The floor section immediately surrounds the tower and locks the opposed tower sections against outward deflection or dynamic movement. A bridge across the tower at each floor simultaneously forms an interior lobby floor having on either side building service shafts, such as those required for elevators, fire stairs and conduits.
摘要翻译： 至少一个空心芯塔（优选为矩形结构）从基础构造到预选的地板支撑高度。 塔优选地在顶部连接并且沿着塔的底部的至少一个侧壁垂直地开槽，并且塔的部分高度。 优选地，塔沿着相对的侧壁开槽，以在槽处形成相对的C形截面。 在塔的至少最低和相邻的相邻部分被构造之后，在地平面附近或附近围绕塔架建造地板。 这些地板包括在槽或槽处延伸到塔中或横过塔的部分，其优选地包括悬臂或跨越的水平地板强化梁。 通常，地板在地平面上被构造和堆叠，底层建成第一和最低，并且顶层或屋顶在地面支撑的堆叠的顶部建立最后和最高。 地板最好安装在地面上的地板被连续地升起并固定在塔上，顶部的地板首先被拉起并固定，最下面的地板被拉起并紧固。 在一个或多个地板的适当位置，靠近塔的部分处或其附近的每个地板被固定到塔的两侧以在该槽处横穿塔架。 地板部分立即围绕塔架并锁定相对的塔架部分以防止向外的偏转或动态运动。 跨越塔楼的每个楼层的桥梁同时形成一个内部大堂楼层，其中任一侧都有建筑物服务轴，例如电梯，消防楼梯和管道所需的轴。
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公开(公告)号：US4030257A
公开(公告)日：1977-06-21
申请号：US555329
申请日：1975-03-04
CPC分类号： E04B1/3511
摘要： A reinforced concrete floor is constructed from a continuous slab defining a major and planar supporting surface. The continuous slab is folded at at least one beam defining path across its planar supporting surface and preferably includes a right angle grid of such folds with downward peripheral folds at the slab edges and downward V-sectioned folds to interrupt the major and planar supporting surface. By maintaining a constant vertical slab thickness and keeping the angle of the folds between 30.degree. and 60.degree. with respect to the major supporting surface, it is possible to nest and even construct a continuous stack of floors having identical overlying structural members and dimensions, such as the structurally and dimensionally repetitive overlying floors of a high-rise building. Moreover, when a nested stack of such floors is constructed or placed, the top floor of each nest in sequence at its beam defining folds can have beams placed immediately prior to lifting, while underlying floors await exposure to the top of the nest and placement of their beams in turn. Preferably, either cast-in-place or precast beams are placed from above the exposed floor into and fastened along the folds. This simultaneously completes the flat supporting surface of the floor as well as provides any needed and additional structural rigidity in the plane of the floor. Where the floors are nested at the base of a building vertical structural member, which can preferably be one or more central supporting towers, a building process results. Floors formed of folded, nested and stacked slabs are in sequence commencing with the top building floor and ending with the bottom building floor completed. Completion occurs by the placement of beams and/or flooring and sequentially raising and supporting each floor from the vertical structural member to provide a high-rise building.
摘要翻译： 钢筋混凝土地板由连续的板坯构成，其形成一个主要和平面的支撑表面。 连续板坯在穿过其平面支撑表面的至少一个梁限定路径处折叠，并且优选地包括这种折叠的直角格栅，其具有在板边缘处的向下周向折痕和向下的V形折叠以中断主平面支撑表面。 通过保持恒定的垂直板厚度并使折叠角保持在相对于主支撑表面的30°至60°之间，可以嵌套并且甚至构造具有相同的重叠结构构件和尺寸的连续堆叠的地板，例如 作为高层建筑的结构和尺寸重叠的上层。 此外，当构建或放置这样的地板的嵌套堆叠时，每个嵌套的顶层依次在其梁的限定折叠处可以具有立即在提升之前放置的梁，而下层地板等待暴露于嵌套的顶部并且放置 他们的梁依次。 优选地，就地放置或预制梁从暴露的地板的上方放置并沿着折叠紧固。 这同时完成了地板的平坦支撑表面，并且在地板的平面中提供了任何需要的和额外的结构刚性。 如果地板嵌套在建筑垂直结构构件的基部，其可以优选地是一个或多个中央支撑塔，则结果是建筑过程。 由折叠，嵌套和堆叠的板形成的楼层从顶层建筑物楼层开始，并以完成的底部建筑楼层结束。 完成通过放置梁和/或地板并且从垂直结构构件顺序地升高和支撑每个楼层来提供高层建筑。
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公开(公告)号：US3988868A
公开(公告)日：1976-11-02
申请号：US555313
申请日：1975-03-04
CPC分类号： E04B1/3511
摘要： A concrete floor is constructed at least partially about a supporting hollow core tower. The hollow core tower, which preferably includes a rectangular section, closely conforms to the border of the floor at the elevational outside section where the floor is fastened. The floor at its edge, immediate the tower sides, is provided with beam defining folds preferably bent down at an angle in the range of 30.degree. to 60.degree. from the major plane of the floor. At least one beam at each tower and at least two non-linearly aligned beams at each floor are nested at the floor-tower interface, typically below the major supporting surface of the floor. The tower sidewall at the floor is transpierced and threaded to receive a tension support member angularly depending downwardly and outwardly from the inside of the tower to the outside of the tower. Likewise and in registry with apertures transpierced in the tower, the beam at the tower inside includes apertures extending angularly downward. Those apertures extend through the floor fold at the tower outside. When the floor is raised to its full supported height, bolts are threaded through tower sidewalls, horizontal beams and slab folds and fastened at opposite ends to receive tension. The resultant fastening provides a vertical support to the floor through and at the beam as well as a friction support of the floor to the tower sidewall.
摘要翻译： 至少部分地围绕支撑空心芯塔构造混凝土地板。 优选地包括矩形截面的中空芯塔与地板紧固的高度外侧部分处的地板的边界紧密地一致。 在其边缘的地板立即在塔的侧面设置有梁限定褶皱，优选地从地板的主平面以30度至60度的范围内向下弯曲。 在每个塔架处的至少一个梁和每个楼层处的至少两个非线性对准的梁被嵌套在地板塔接口处，通常在地板的主要支撑表面下方。 在地板上的塔侧壁被转移并带螺纹以接纳从塔的内部到塔的外部的向下和向外成角度地拉伸的张力支撑构件。 同样地，并且与在塔中转移的孔的注册中，塔内侧的梁包括角向下延伸的孔。 那些孔在塔外延伸穿过地板折叠。 当地板升高到其全部支撑高度时，螺栓穿过塔侧壁，水平梁和板条折叠，并在相对端紧固以接收张力。 所得到的紧固件通过和在梁处提供对地板的垂直支撑以及地板对塔侧壁的摩擦支撑。
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