公开(公告)号：US20100294778A1

公开(公告)日：2010-11-25

申请号：US12468617

申请日：2009-05-19

申请人： Kenneth Ryan Harvey

发明人： Kenneth Ryan Harvey

IPC分类号： B65D90/08 ,  E04H7/20 ,  E04B1/00

CPC分类号： E04H7/20 ,  E02D27/38 ,  E02D31/00

摘要： A concrete storage tank structure comprises a tank including a floor slab having a periphery and a wall having inner and outer faces extending upwardly from the floor slab at a position adjacent the periphery of the latter. The tank structure further includes a shear pad extending outwardly away from the tank from a position adjacent a lower portion of the outer face of the wall. The shear pad and the tank are positioned relative to one another in such a way that a space is provided therebetween and a number of elongated flexible connecting elements are arranged so as to extend through the space in interconnecting relationship relative to the shear pad and the tank. A strip of resilient neoprene elastomeric material is disposed in the space. The shear pad is thus flexibly attached to the tank in such a way that the forces imposed on the wall of the tank by the shear pad during movement of the tank during use are minimized.

摘要翻译： 一种混凝土储罐结构包括一个罐，包括一个具有周边的楼板和一个壁，其内表面和外表面在邻近其周边的位置处从楼板向上延伸。 罐结构还包括从邻近壁的外表面的下部的位置向外远离罐延伸的剪切垫。 剪切垫和罐相对于彼此定位，使得它们之间设置有空间，并且多个细长的柔性连接元件被布置成以互连关系相对于剪切垫和罐延伸穿过该空间 。 弹性氯丁橡胶弹性体材料条布置在该空间中。 因此，剪切垫以这样的方式灵活地附接到罐，使得在使用期间在罐的移动期间通过剪切垫施加在罐的壁上的力被最小化。

公开(公告)号：US20050210795A1

公开(公告)日：2005-09-29

申请号：US10793580

申请日：2004-03-04

申请人： Clark Gunness ,  Ryan Leisey ,  James Wornick

发明人： Clark Gunness ,  Ryan Leisey ,  James Wornick

IPC分类号： B28B19/00 ,  E03B11/00 ,  E03F5/10 ,  E04B1/18 ,  E04C2/04 ,  E04C2/20 ,  E04C2/28 ,  E04C5/07 ,  E04H7/18 ,  E04H7/20

CPC分类号： E04H7/18 ,  B28B19/0046 ,  B28B19/0092

摘要： A method for constructing a plastic lined concrete tank includes the forming of a plurality of plastic lined concrete panels. Each of the panels is made up of a concrete slab and a plastic sheet. The concrete slabs have opposed, laterally spaced, elongated edges and an inner surface and the plastic sheet each have a plurality of anchoring projections protruding outwardly from a face thereof. The panels are formed in such a way that the face of each plastic sheet is engaged against the surface of a corresponding concrete slab with the anchoring projections embedded in the concrete of said corresponding slab. The plastic sheets are arranged, configured and positioned such that a respective edge flap portion thereof projects outwardly beyond each edge of the corresponding slab and each such edge flap portion has an outboard segment. The panels are preferably constructed flat on the ground and then erected into a standing position and arranged in adjacent, aligned positions around a periphery of a tank foundation with the inner surfaces of the slabs facing inwardly, with the elongated edges of the slabs extending upwardly, with the respective elongated edges of each slab disposed in opposing spaced relationship relative to the elongated edges of adjacent slabs to thereby present elongated gaps therebetween, with the plastic sheets disposed within the tank periphery, and with the outboard segments of the edge flap portions of each sheet overlapping the outboard segments of the edge flap portions of the sheets of adjacent panels at said gap. The overlapping outboard segments are then welded together.

摘要翻译： 一种用于构造塑料衬里混凝土箱的方法包括形成多个塑料衬里的混凝土板。 每个面板由混凝土板和塑料板组成。 混凝土板具有相对的横向间隔开的细长边缘，并且内表面和塑料片各自具有从其表面向外突出的多个固定凸起。 面板以这样的方式形成，使得每个塑料片的表面与相应的混凝土板的表面接合，其中固定突起嵌入在相应板坯的混凝土中。 塑料片被布置，构造和定位成使得其相应的边缘翼片部分向外突出超过相应板坯的每个边缘，并且每个这种边缘翼片部分具有外侧段。 板优选地在地面上平坦地构造，然后竖立成直立位置，并且布置在围绕坦克地基的周边的相邻的对齐位置，其中板的内表面面向内，板的细长边缘向上延伸， 其中每个板的相应的细长边缘相对于相邻板坯的细长边缘以相对间隔的关系设置，从而在其间呈现细长间隙，其中塑料片设置在罐周边内，并且每个边缘翼片部分的外侧段 片材在所述间隙处与邻近片材的片材的边缘片部分的外侧片段重叠。 然后将重叠的外侧段焊接在一起。

公开(公告)号：US5105590A

公开(公告)日：1992-04-21

申请号：US436479

申请日：1989-11-14

申请人： Max J. Dykmans

发明人： Max J. Dykmans

IPC分类号： B65D88/34 ,  E04B1/16 ,  E04B1/32 ,  E04B7/08 ,  E04C5/08 ,  E04C5/18 ,  E04G11/04 ,  E04G11/06 ,  E04G11/36 ,  E04G21/12 ,  E04H7/20 ,  E04H7/26 ,  E04H7/28

CPC分类号： B65D88/34 ,  E04B1/168 ,  E04B1/3211 ,  E04B7/08 ,  E04C5/08 ,  E04C5/18 ,  E04G11/04 ,  E04G11/065 ,  E04G11/36 ,  E04G21/12 ,  E04H7/20 ,  E04H7/26 ,  E04H7/28 ,  E04B2001/3217 ,  E04B2001/3264

摘要： The present invention is directed to improved tank structures and apparatus for their construction. The walls of the prestressed tank are formed by inflating a membrane, applying one or more layers of rigidifying material outwardly of said membrane and then prestressing the walls by circumferentially wrapping prestressing material to minimize the tension in the rigidifying material when subject to loading. In another embodiment, wall forms are placed inwardly of said membrane to aid in the forming of the walls and circumferential prestressing. In the best mode of the invention, the walls are of reinforced plastic, fiber-reinforced plastic, or resin sandwich composite construction. This application focuses on seismic countermeasures which may also be used to protect the structure against earthquakes and other tremors, by the anchoring of the tank walls to the base and permitting the seismic forces to be shared by the seismic anchors. When a seismic disturbance occurs, the force acting on the structure can be transmitted and distributed to the footing and around the circumference of the tank.

摘要翻译： 本发明涉及用于其结构的改进的罐结构和装置。 预应力罐的壁通过使膜膨胀而形成，在所述膜外部施加一层或多层刚性材料，然后通过周向地缠绕预应力材料来预应力壁，以使得在受载时刚性材料中的张力最小化。 在另一个实施例中，壁形放置在所述膜的内部，以帮助形成壁和周向预应力。 在本发明的最佳方式中，壁是强化塑料，纤维增强塑料或树脂夹层复合结构。 本应用重点是地震对策，也可用于通过将水槽壁锚固到基座并允许地震力由地震锚共享来保护结构免受地震和其他震颤。 当发生地震干扰时，作用在结构上的力可以传输并分配到底部和周围的水槽周围。

公开(公告)号：US4776145A

公开(公告)日：1988-10-11

申请号：US559911

申请日：1983-12-09

申请人： Max J. Dykmans

发明人： Max J. Dykmans

IPC分类号： B65D88/34 ,  E04B1/16 ,  E04B1/32 ,  E04B7/08 ,  E04C5/08 ,  E04G11/04 ,  E04G11/06 ,  E04G11/36 ,  E04G21/12 ,  E04H7/20 ,  E04H7/28

CPC分类号： E04B1/168 ,  B65D88/34 ,  E04B1/3211 ,  E04B7/08 ,  E04C5/08 ,  E04G11/04 ,  E04G11/065 ,  E04G11/36 ,  E04G21/12 ,  E04H7/20 ,  E04H7/28 ,  E04B2001/3217 ,  E04B2001/3264

摘要： An improved dome structure on a base is disclosed comprising of a membrane sandwiched between layers of rigidifying material such as shotcrete which also serve to embed the circumferential and radial prestressing members. Circumferential prestressing can be applied to minimize bursting stresses. Further layers of rigidifying material can then be applied over the circumferential prestressing as a final protection and cover. The radial prestressing materials can contain spacers or hooks to preclude the circumferential prestressing material from riding up on the structure. The lower portion of the dome can include a reverse curvature to minimize stresses and stabilize the structure.

摘要翻译： 公开了一种在基座上的改进的圆顶结构，其包括夹在诸如喷射混凝土之类的刚性材料层之间的膜，其还用于嵌入周向和径向预应力构件。 可以应用周期预应力来最小化爆破应力。 然后可以将其它层的刚性材料施加在周向预应力作为最终的保护和覆盖。 径向预应力材料可以包含间隔件或钩，以防止周向预应力材料爬上结构。 圆顶的下部可以包括反向曲率以最小化应力并稳定结构。

公开(公告)号：US4717285A

公开(公告)日：1988-01-05

申请号：US860225

申请日：1986-04-29

申请人： Jorma Pulkkinen

发明人： Jorma Pulkkinen

IPC分类号： E04H7/18 ,  E04H7/20 ,  F17C3/04 ,  F17C13/08 ,  E02D27/00

CPC分类号： E04H7/20

摘要： The invention concerns a cistern structure intended to be used as a subterranean cistern. The shell of the cistern has been formed of a material impermeable to the substance to be stored therein. The shell of the cistern has been encircled with mutually spaced annular juncture elements (13). The juncture elements (13) have been provided with anchoring elements (14) by the aid of which the cistern has been anchored in the rock or soil. The shell of the cistern is supported by a supporting layer in concrete construction, and the shell consists of sheet steel (12). The shell of the cistern is advantageously composed of element-designed components (11). The element-designed components (11) one upon the other have been joined to become a compound structure, with the aid of a juncture element (13). The juncture element (13) is advantageously a concrete ring cast on site. The space between juncture elements (13) is filled with an intermediate material (15), such as sand, gravel, light-weight gravel or thermal lagging.

摘要翻译： PCT No.PCT / FI84 / 00062 Sec。 一九八六年四月二十九日 102（e）日期1986年4月29日PCT提交1984年9月5日PCT公布。 出版物WO86 / 01559 日期：1986年3月13日。本发明涉及旨在用作地下水箱的水箱结构。 水箱的壳体由对其中储存的物质不可渗透的材料形成。 水箱的外壳已经被相互间隔开的环形接合元件（13）包围。 接合元件（13）已经设置有锚固元件（14），借助于此，水箱已经锚定在岩石或土壤中。 水箱的壳体由混凝土结构的支撑层支撑，壳体由钢板（12）组成。 水箱的外壳有利地由元件设计的部件（11）组成。 借助于接合元件（13），元件设计的元件（11）彼此接合成为复合结构。 接合元件（13）有利地是现场铸造的混凝土环。 接合元件（13）之间的空间填充有中间材料（15），例如砂，砾石，轻质砂砾或热滞后。

公开(公告)号：US4207716A

公开(公告)日：1980-06-17

申请号：US939696

申请日：1978-09-05

申请人： Soren J. Moldrup

发明人： Soren J. Moldrup

IPC分类号： E04H7/20 ,  E04H7/22

CPC分类号： E04H7/20

摘要： In a large size receptacle, e.g. for a mixture of liquid and solid manure, the peripheral wall comprises a circular series of reinforced concrete slabs having a plain external surface and presenting, at each vertical joint between successive slabs, groove shaped recesses or notches for receiving circumferentially extending pre-stressing wires.

摘要翻译： 在大尺寸的容器中，例如 对于液体和固体粪便的混合物，周壁包括具有平坦外表面的圆形系列钢筋混凝土板，并且在连续的板之间的每个垂直接头处呈现用于接收周向延伸的预应力线的槽形凹部或凹口。

公开(公告)号：US4124960A

公开(公告)日：1978-11-14

申请号：US825832

申请日：1977-08-18

申请人： Bill R. Bush ,  Jack Hornstein

发明人： Bill R. Bush ,  Jack Hornstein

IPC分类号： E04B5/40 ,  E04H7/20 ,  E04D1/00 ,  E04C3/10

CPC分类号： E04H7/20 ,  E04B5/40

摘要： An improved prestressed concrete tank having a core wall comprising elongated panels of precast concrete having on their outer faces a sheet of sheet metal presenting parallel, longitudinal, undercut channels is shown. The panels include lateral sheet metal flanges which extend parallel to the elongated sides of the panels and laterally outward therefrom. The flanges have a flange lip on the outermost edge of the flange. The lip extends outwardly from the tank in a direction substantially perpendicular to the panel. The panels are assembled in spaced, side-by side- relationsip such that the flange lips of adjacent panels are spaced from one another. A sheet metal splice member having a channel shape is interposed in the space between the flange lips of the adjacent panels. The splice member has upstanding sides which abut the lips of the adjacent flanges. The upstanding side and the flange lip adjacent to it are seamed together in a tight fold, thus locking the adjacent panels together. The advantages of this technique is that it creates a tighter, more waterproof seam between adjacent panels without penetrating the sheet metal diaphragm with sheet metal screws or other fasteners. Furthermore, such a joint eliminates the use of sealants in joining adjacent panels.

摘要翻译： 一种改进的预应力混凝土箱，其具有芯壁，其包括预制混凝土的细长板，在其外表面上具有呈现平行的，纵向的底切通道的片状金属片。 这些面板包括平行于面板的细长侧面并横向向外延伸的横向金属板凸缘。 凸缘在凸缘的最外边缘具有凸缘。 唇缘沿着基本上垂直于面板的方向从罐向外延伸。 面板组装成间隔开的并列关系，使得相邻面板的凸缘彼此间隔开。 具有通道形状的金属片接合构件插入相邻板的凸缘之间的空间中。 接头构件具有邻接相邻凸缘的唇缘的直立侧面。 相邻的直立侧面和法兰唇缘紧密缝合在一起，从而将相邻的面板锁定在一起。 这种技术的优点在于，它在相邻面板之间产生更紧密，更防水的接缝，而不会用金属片螺钉或其他紧固件穿透金属片。 此外，这种接头消除了在连接相邻面板时使用密封剂。

公开(公告)号：US4079486A

公开(公告)日：1978-03-21

申请号：US715518

申请日：1976-08-18

申请人： Hans Dietrich

发明人： Hans Dietrich

IPC分类号： E04C5/12 ,  E04G21/12 ,  E04H7/20 ,  F16G11/00 ,  F16G11/04

CPC分类号： E04G21/12 ,  E04C5/12 ,  E04H7/20 ,  F16G11/00 ,  Y10T24/3909 ,  Y10T24/3969 ,  Y10T403/4336 ,  Y10T403/7054

摘要： An apparatus for anchoring a ring tensioning member in a circular container, especially a concrete tank or a concrete tube, characterized by a hemispherical anchorage body being located in a recess in the wall thickness of the container in overhung position having on its circumference at least one slot and through bores for a bracing cable. The bracing cable which has been inserted in the wall of said container and prestressed by a stretching mechanism will be anchored in said anchorage body, whereafter the recess will be covered in such a way as to be in alignment with the surface of said container.

摘要翻译： 一种用于将环张紧构件固定在圆形容器，特别是混凝土罐或混凝土管中的装置，其特征在于，半球形锚固体位于所述容器的壁厚的凹部中，所述凹形位于所述圆形容器的圆周上至少一个 槽和通孔用于支撑电缆。 已经插入所述容器的壁并由拉伸机构预应力的支撑电缆将被锚固在所述锚固体中，之后凹部被覆盖以与所述容器的表面对准。

公开(公告)号：US3922823A

公开(公告)日：1975-12-02

申请号：US41174473

申请日：1973-11-01

申请人： KING JIMMIE D ,  POWELL HARRY R

发明人： KING JIMMIE D ,  POWELL HARRY R

IPC分类号： B65D88/76 ,  E02D29/00 ,  E04H7/20

CPC分类号： B65D88/76 ,  E02D29/00 ,  E04H7/20 ,  Y02A20/104 ,  Y02A20/106

摘要： In one embodiment, the concrete post-tensioned multiple dome and integral beam roof modules, utilizing cable-tendons as they are assembled into a roof, form the roof of a concrete water reservoir. A comparative minimum amount of materials are used in this embodiment which is designed to be substantially completely surrounded by earth. The earth fill above is of sufficient depth for the creation of scenic and recreational park facilities, and other multiple uses and also the soil depths in many locations will support tree growth. In this reservoir embodiment, of the overall roof modules, the concrete water reservoir has a continuous floor, inclusive of footings, surrounding side walls, selectively spaced interior shear walls perpendicular to the side walls, spaced columns, either pre cast or formed in place, posttensioned valley beams integrally made in modules with integral domes and supported on the spaced columns, horizontal cable tendons used in the post-tensioning of the overall arrangement of the integral valley beam and dome modules, and expansion, cushion, and sealing materials to accommodate expansion and contraction of the concrete reservoir during temperature changes and surrounding earth movements. Each dome consists of four alike integral roof portions, each one curved throughout on a radius first determined in a geometric plane perpendicular to its respective post-tensioned valley beam at the center of the beam, resulting in single rather than compound curvature construction.

摘要翻译： 在一个实施例中，当将混凝土浇筑物组装成屋顶时，使用电缆 - 腱的混凝土后拉伸的多穹顶和整体梁屋顶模块形成混凝土储水器的屋顶。 在该实施例中使用相对最小量的材料，其被设计为基本上被地球完全包围。 上面的土地填埋场有足够的深度创造景区和休闲公园设施，其他多种用途，以及许多地方的土壤深度将支持树木的生长。 在该贮存器实施例中，在整个屋顶模块中，混凝土储水器具有连续的地板，包括底脚，周围的侧壁，与侧壁垂直的选择性间隔的内部剪力墙，预先浇筑或形成就位的隔开的柱， 整体制成的模块中的后张拉谷梁整体形成圆顶并支撑在间隔开的柱上，用于在整个谷底梁和圆顶模块的整体布置中进行后张拉的水平拉索，以及膨胀垫，衬垫和密封材料 适应温度变化和周围地球运动时混凝土储层的膨胀和收缩。 每个圆顶由四个相同的整体屋顶部分组成，每个顶部部分在半径上首先在垂直于其在梁的中心处的相应的后张紧的谷波束的几何平面中确定的半径弯曲，导致单个而不是复合曲率构造。

公开(公告)号：US3822520A

公开(公告)日：1974-07-09

申请号：US438970

申请日：1970-01-20

申请人： CROM J

发明人： CROM J

IPC分类号： E04H7/20 ,  E04H12/16

CPC分类号： E04H7/20

摘要： A prestressed tank including a substantially vertical shell with a layer of cementitious material on each side thereof. The shell comprises a plurality of panels having edges cooperating to form joints. A sealant may be pumped into channels within the joints after application of said layers to the shell to fill voids and veins within the layers. Sealant is also disposed adjacent to and/or around reinforcing rods and wires disposed in the cementitious material.

摘要翻译： 预应力罐，其包括在其每侧上具有一层水泥质材料的基本垂直的壳体。 壳体包括多个具有协作以形成接头的边缘的面板。 在将所述层施加到壳体上以填充层内的空隙和静脉之后，密封剂可以被泵入接头内的通道中。 密封剂也布置在水泥质材料中的附近和/或周围的加强棒和导线周围。