公开(公告)号：US4211504A

公开(公告)日：1980-07-08

申请号：US900383

申请日：1978-04-26

申请人： Eugene W. Sivachenko

发明人： Eugene W. Sivachenko

IPC分类号： E01D19/12 ,  E02D5/04 ,  E02D29/02 ,  E04B1/08 ,  E04B1/32 ,  E04B2/56 ,  E04C2/32 ,  F16S1/06 ,  E02D5/00

CPC分类号： E04C2/32 ,  E01D19/125 ,  E02D29/0283 ,  E02D5/04 ,  E04B1/08 ,  E04B2/56 ,  E01D2101/30 ,  E04B2001/3217 ,  E04B2001/3252 ,  E04B2001/3276

摘要： Corrugated steel plate is formed from a flat plate stock and has a length of at least about 12 feet, a corrugation pitch of at least about 12 inches, and a corrugation depth of at least four inches. The plate has thicknesses of up to 1/2 inch and more. Also disclosed are structures such as tunnel-type, heavy load-supporting structures defined by upright and horizontal structure portions which extend over no more than about 180.degree. while being capable of supporting up to 40 feet of ground fill and payload thereon. The corrugated plate can be used singly or as double, spaced-apart plate assemblies which are hollow or filled with concrete or a like material, including steel reinforcing bars for the concrete. The corrugated plate can also be formed into vertical, sectional retaining walls, bin type retaining walls, bridge abuttment walls, flat support surfaces such as bridge decking, open air structures, guard rails, sheet piling, etc.

公开(公告)号：US4186541A

公开(公告)日：1980-02-05

申请号：US904044

申请日：1978-05-08

申请人： Eugene W. Sivachenko

发明人： Eugene W. Sivachenko

IPC分类号： E01D19/02 ,  E01D19/12 ,  E04B1/08 ,  E04B1/32 ,  E04B2/56 ,  E04C2/32 ,  E04B2/28

CPC分类号： E04B1/08 ,  E01D19/02 ,  E01D19/125 ,  E04B1/32 ,  E04B2/56 ,  E04C2/32 ,  E01D2101/30 ,  E04B2001/3217 ,  E04B2001/3252 ,  E04B2001/3276

摘要： Corrugated steel plate is formed from a flat plate stock and has a length of at least about 12 feet, a corrugation pitch of at least about 12 inches, and a corrugation depth of at least four inches. The plate has thicknesses of up to 1/2 inch and more. Also disclosed are structures such as tunnel-type, heavy load-supporting structures defined by upright and horizontal structure portions which extend over no more than about 180.degree. while being capable of supporting up to 40 feet of ground fill and payload thereon. The corrugated plate can be used singly or as double, spaced-apart plate assemblies which are hollow or filled with concrete or a like material, including steel reinforcing bars for the concrete. The corrugated plate can also be formed into vertical, sectional retaining walls, bin type retaining walls, bridge abutment walls, flat support surfaces such as bridge decking, open air structures, guard rails, sheet piling, etc.

摘要翻译： 波纹钢板由平板坯料形成，并且具有至少约12英尺的长度，至少约12英寸的波纹间距和至少四英寸的波纹深度。 该板的厚度可达1/2英寸及以上。 还公开了诸如隧道式，由垂直和水平结构部分限定的重负载支撑结构的结构，其延伸超过约180度，同时能够支撑高达40英尺的地面填充物和有效载荷。 波纹板可以单独使用或作为双层隔开的板组件使用，其中空或填充有混凝土或类似材料，包括用于混凝土的钢筋。 波纹板也可以形成垂直的截面保持墙，箱型挡土墙，桥接桥墙，平面支撑面，如桥面板，露天结构，护栏，板桩等。

公开(公告)号：US4092992A

公开(公告)日：1978-06-06

申请号：US660450

申请日：1976-02-23

申请人： Carl F. Huddle

发明人： Carl F. Huddle

IPC分类号： E04B1/32 ,  E04H15/36 ,  E04H15/64 ,  A45F1/16

CPC分类号： E04H15/36 ,  E04B1/32 ,  E04H15/646 ,  E04B2001/3252 ,  Y10S135/906 ,  Y10T29/49623 ,  Y10T29/49869

摘要： Large hollow curved beams and arches are inexpensively produced by curving individual shallow components, such as channels, that are then tiered to form a large laminated member. Smaller beams or arches can be made by tiering the components, curving them all at one time, then fastening them together. Individual layers of curved components are usually fastened together consecutively or in multiple laminations to construct a member with a much higher moment of inertia than the sum of the moments of inertia of the layers in a non-fastened state.

摘要翻译： 通过弯曲诸如通道的各个浅部件，可以廉价地生产大的中空弯曲梁和拱形，然后将其分层以形成大的层压构件。 较小的梁或拱可以通过将构件分层，一次弯曲，然后将它们固定在一起而制成。 单独的弯曲部件层通常被连续地或多个叠片固定在一起，以构造具有比在非紧固状态下的层的惯性矩的总和高得多的惯性矩的构件。

公开(公告)号：US4068442A

公开(公告)日：1978-01-17

申请号：US664494

申请日：1976-03-08

申请人： Arthur L. Troutner

发明人： Arthur L. Troutner

IPC分类号： E01D4/00 ,  E04B1/32 ,  E04B7/08 ,  E04C3/02 ,  E04B5/52

CPC分类号： E04B7/08 ,  E01D4/00 ,  E04B1/32 ,  E01D2101/10 ,  E01D2101/30 ,  E01D2101/40 ,  E04B2001/3241 ,  E04B2001/3252 ,  E04B2001/3276

摘要： An integral, truss-supported deck suitable for massive applications such as stadia and bridges having clear spans of several hundred feet comprises outer and inner spaced chords each comprising at least one pair of substantially coplanar planks; a plurality of truss web members arranged zig-zag between the chords; a plurality of side connectors positioned in longitudinally spaced relation along the adjacent side edges of each plank pair, first fasteners fastening the ends of adjacent web members to the adjacent side connectors, thereby connecting the web members to the planks; and second fasteners fastening the side connectors to the adjacent planks, thereby connecting the planks to each other.

摘要翻译： 适用于大规模应用的整体的桁架支撑的甲板，例如具有数百英尺的清晰跨度的体育场和桥梁，包括外部和内部间隔的和弦，每个弦杆包括至少一对基本上共面的木板; 多个桁架腹板构件在和弦之间排列成Z字形; 多个侧连接器沿着每个板条对的相邻侧边缘沿纵向间隔开地定位，第一紧固件将相邻腹板构件的端部紧固到相邻的侧连接器，从而将腹板构件连接到木板上; 以及将侧连接器固定到相邻板条的第二紧固件，从而将板条彼此连接。

公开(公告)号：US4068423A

公开(公告)日：1978-01-17

申请号：US584720

申请日：1976-03-01

申请人： Edwin R. Marsh

发明人： Edwin R. Marsh

IPC分类号： A01G9/16 ,  E04B1/32 ,  E04H1/12

CPC分类号： A01G9/16 ,  E04B1/3205 ,  E04H1/1205 ,  E04B2001/3241 ,  E04B2001/3252 ,  E04B2001/3276 ,  Y10S52/15

摘要： Greenhouse or storage structures in several embodiments of different sizes are capable of being mass produced in major subassemblies and then shipped knocked down and flat to a final erection site. Then they are erected in a matter of minutes by one person in respect to smaller ones and in less than two hours by two persons in respect to larger ones. Each greenhouse has a combined wall and roof assembly comprised of semi-rigid sheet material, generally fiberglass, originating in a rectangular shape. Using respective jigs, these rectangular sheets are laid over and fastened to several spaced and parallel pieces of flexible plastic conduit, which serve jointly as wall and roof reinforcements or supports. These flexible plastic reinforcements are aligned transversely to the longitudinal axis or each greenhouse. They also extend beyond the edges of the fiberglass sheet on both sides. At an erection site this roof and wall assembly is arched until the ends of the reinforcements or ribs are pointing downward and they are then inserted and fastened in receiving holes or secured clamps along respective opposite sides of a rectangular rigid base frame defining the floor area of the greenhouse. This base frame is anchored to the ground by driving in steel pipe anchor pins which acquire flared tops as they are driven into the ground. Two rigid, arch shaped, end frames utilizing the semi-rigid fiberglass sheet material, finally determine the arched shape of the combined wall and roof assembly as they become the enclosing ends of the greenhouse.On large greenhouses access to such walk-in sized structures is through a doorway pre-built into one of the end frames. The door itself is often a conventional aluminum storm door assembly, and the balance of the framing is wood or aluminum. In a smaller size greenhouse access is provided by having an upper hinged base frame secured to a lower base frame, and the tilting of the upper hinged base frame also tilts the roof and end walls as a unit. Then they are propped open to provide ready access to the earth otherwise covered by the smaller greenhouse.Another embodiment utilizes a smaller sized greenhouse, which is tilted about hinges secured to a low wall structure. Access through at least one low wall is provided, so upon tilting or pivoting the arched roof and the walls of the smaller sized greenhouse as a unit about the hinges, substantially full walk in access is provided to plantings arranged on shelves around the interior of the low wall structure.

摘要翻译： 不同尺寸的几个实施例中的温室或储存结构能够在主要的组件中批量生产，然后被运送到最后的安装位置。 然后，他们在一小段时间内由一个人在较小的地方竖立，而在两个小时内由两个人在较大的地方竖立。 每个温室具有由半刚性片材（通常为玻璃纤维）组成的壁和屋顶组件，其起始于矩形。 使用相应的夹具，将这些矩形片材放置并紧固到几个间隔开并且平行的柔性塑料导管段，其共同用作壁和屋顶增强件或支撑件。 这些柔性塑料增强件横向于纵向轴线或每个温室对准。 它们也延伸超出玻璃纤维板两边的边缘。 在安装位置，该屋顶和墙壁组件是拱形的，直到增强件或肋条的端部向下指向，然后将它们插入并紧固在接收孔或紧固夹具中，沿着矩形刚性基架的相对侧限定了 温室。 该基架通过在钢管锚销中行驶而固定在地面上，当其被驱动到地面中时，该支撑架在获得喇叭形顶板时被固定。 使用半刚性玻璃纤维板材的两个刚性的拱形端部框架最终确定组合的墙壁和屋顶组件在其变成温室的封闭端部时的拱形形状。

公开(公告)号：US3999336A

公开(公告)日：1976-12-28

申请号：US565551

申请日：1975-04-07

申请人： Jean A. Bance

发明人： Jean A. Bance

IPC分类号： E04B1/32 ,  E04B7/10 ,  E04B1/342

CPC分类号： E04B1/3211 ,  E04B7/105 ,  E04B2001/3241 ,  E04B2001/3252

摘要： A building dome structure is formed by splicing long rafter sections into rafters and then lifting the rafters into positions extending meridionally between an upper compression ring and a lower tension ring. Then individual purlins are raised into positions between the adjacent rafters and attached thereto by purlin connecting means. Condensate channels along the rafter and purlin members collect condensation from glazing panels which are supported along their marginal edges by the rafters and purlins.

摘要翻译： 通过将长椽部分接合成椽子，然后将椽子提升到上压缩环和下张力环之间经向延伸的位置，形成建筑穹顶结构。 然后将各个pur条升高到相邻的椽子之间的位置，并通过pur条连接装置将其连接。 沿椽子和pur条构件的冷凝通道从玻璃板收集冷凝物，玻璃板沿着边缘边缘被椽子和pur条支撑。

公开(公告)号：US3990194A

公开(公告)日：1976-11-09

申请号：US549711

申请日：1975-02-13

申请人： Carl F. Huddle

发明人： Carl F. Huddle

IPC分类号： E04B1/32 ,  E04H15/10 ,  E04H15/40 ,  E04G21/00

CPC分类号： E04H15/40 ,  E04B1/32 ,  E04H15/10 ,  E04B2001/3217 ,  E04B2001/3252

摘要： A pre-stressed arch supported membrane structure, a method of assembly and erection and a means of tensioning a membrane of double curvature supported by and attached to upright arches.By moving the ends of flat resilent arch structural members closer together, pre-stressed arches are formed by "bowing."Assembly and erection consists of attaching flat arch member ends to base beams, one fixed and one movable; attaching membranes to these flat members when reclined on the ground, operatively attaching transverse or inclined arch members to their respective structural members; moving the non-fixed base beam towards the fixed base beam thus causing the arches to be formed as the structure rises to its erected position. Preliminary tensioning of the membrane can take place when the transverse or inclined arches are attached to the arch members in their reclined position. Final membrane tensioning adjustments at the crown and at the base by moving the arches horizontally then anchoring the structure to the base, safely securing the base beams and arch ends completes the erection of the main structure.An alternate method of erection is provided by elimination of the base beams by fastening the arches directly to the base. The support arches are "bowed" after being attached to the transverse or inclined arches and then attached to the base by means of an adjustable fastener.Lightweight end closures or doors may be assembled and partially attached before erection to eliminate or decrease above ground assembly.

摘要翻译： 预应力拱支撑膜结构，组装和架设的方法以及张紧由直立拱支撑并连接到直立拱的双曲率的膜的装置。

公开(公告)号：US3974600A

公开(公告)日：1976-08-17

申请号：US454265

申请日：1974-03-25

申请人： Peter J. Pearce

发明人： Peter J. Pearce

IPC分类号： E04B1/32

CPC分类号： E04B1/32 ,  E04B2001/3223 ,  E04B2001/3252 ,  E04B2001/3294 ,  Y10S52/10

摘要： A modular structural system utilizes a limited inventory of framework elements which in combination with a limited number of interstitial exterior and interior panels can be utilized to erect a variety of integral structures in which the framework elements bear substantially all loads. The same framework elements can be combined to form planar trusses and spans, domical space enclosing structures with integral foundations, and complex multi-level high rise structures. Polyhedral frameworks are assembled into arrays of interlinked triangulated segments for optimum stability.

摘要翻译： 模块化结构系统利用框架元件的有限库存，其结合有限数量的间隙外部和内部面板可以用于架设各种整体结构，其中框架元件承载基本上所有的载荷。 相同的框架元件可以组合形成平面桁架和跨度，具有整体基础的多重空间封闭结构和复杂的多层次高层结构。 多面体框架组装成互连三角形段的阵列，以获得最佳的稳定性。

公开(公告)号：US3919813A

公开(公告)日：1975-11-18

申请号：US30773672

申请日：1972-11-17

申请人： BEINDORF LUCIAN J

发明人： BEINDORF LUCIAN J

IPC分类号： E04B1/32

CPC分类号： E04B1/3211 ,  E04B2001/3241 ,  E04B2001/3252

摘要： A self-supporting building structure having a generally hemispherical shape, constructed by a series of panels which are wider at the bottom and curved and tapered so that they are narrower at the top. The panels are locked to a series of curved vertically extending girders by means of spring clips.

摘要翻译： 一种具有大致半球形的自支撑建筑结构，由一系列面板构成，其在底部较宽并且弯曲和渐缩，使得它们在顶部较窄。 通过弹簧夹将面板锁定到一系列弯曲的垂直延伸的桁架上。

公开(公告)号：US3916589A

公开(公告)日：1975-11-04

申请号：US45858974

申请日：1974-04-08

申请人： TEMCOR

发明人： RICHTER DONALD L

IPC分类号： E04B1/32 ,  E04B7/10 ,  E06B3/64

CPC分类号： E04B7/105 ,  E04B1/3211 ,  E04B2001/3247 ,  E04B2001/3252 ,  E04B2001/3294

摘要： A dome construction of part spherical form including a plurality of structural frame members and interconnecting hub means defining polygonal openings covered by rigid panels, the structural frame members and interconnecting hub means being structurally configured to receive interior condensate moisture or seepage water from exterior surfaces and to conduct such condensate or water interiorly of the structural frame members and interconnecting hub means whereby external gutter pipe or water pipe is eliminated and discoloration and marring of interior surfaces caused by condensate moisture or water is reduced to a minimum or virtually eliminated.

摘要翻译： 包括多个结构框架构件和互连轮毂装置的部分球形构造的圆顶构造，其限定由刚性面板覆盖的多边形开口，所述结构框架构件和互连衬套装置在结构上构造成从外表面接收内部冷凝物水分或渗水， 在结构框架构件和互连轮毂装置内部进行这种冷凝物或水，由此消除外部沟槽管或水管，并且由冷凝物水分或水引起的内表面的变色和损坏减少到最小或实际上消除。