公开(公告)号：US4691485A

公开(公告)日：1987-09-08

申请号：US868802

申请日：1986-05-29

Applicant: Istvan Nagy ,  Ferenc Nagy ,  Istvan Pozsgai ,  Laszlo Karatson ,  Andor Gabori ,  Kalman Toth ,  Jeno Zubretzky

Inventor： Istvan Nagy ,  Ferenc Nagy ,  Istvan Pozsgai ,  Laszlo Karatson ,  Andor Gabori ,  Kalman Toth ,  Jeno Zubretzky

IPC: E04B1/35 ,  E04G11/36 ,  E04G11/48

CPC classification number: E04G11/48 ,  E04B1/3516 ,  E04G11/36

Abstract: The invention relates to an apparatus for the construction of monolithic of multi-level or pillar-framed buildings having suspended ceilings, said apparatus is provided with surface- and in given case working level-forming formwork shell surrounding the monolithic concrete form-space of the ceiling, formwork bearer supporting the formwork shell, furthermore actuating mechanisms, e.g. lifting units for lifting and lowering the formwork bearer, the actuating mechanism, e.g. lifting units are in force-transmitting connection directly or indirectly with a certain part, e.g. pillars of the temporary or permanent vertical load bearing structures of the building, load bearing elements, e.g. bear frame, connecting member, etc. are built in between the formwork bearer and the lifting units.The essence of the apparatus lies in that the units /7/ are interconnected preferably with storey-high intermediate members /8/ forming forced trajectory for the formwork bearer /3/, furthermore the intermediate members /8/ are provided with releasable hinged bearers /9/ fixed to the vertrical load bearing structure /1/ temporarily holding and temporarily releasing the intermediate members /8/ and allowing the inching movement of the lifting units /7/ .

Abstract translation: 本发明涉及一种用于构造具有悬吊天花板的多层或立柱式建筑物的整体式装置，所述装置设置有表面 - 并且在给定情况下，围绕着整体式混凝土形式 - 空间的工作级形成模板壳 天花板，支撑模板壳的模板承载件，以及启动机构，例如 用于提升和降低模板承载件的提升单元，例如执行机构。 提升单元直接或间接地与某一部分进行有力传递连接，例如， 建筑物的临时或永久垂直承载结构的支柱，承载元件，例如。 承载架，连接构件等构建在模板承载体和提升单元之间。 该设备的本质在于，单元/ 7 /优选地与高层中间构件相互连接/形成用于模板承载件3 /的强制轨迹，此外，中间构件/ 8设置有可释放的铰接承载件/ 9 /固定到垂直承载结构/ 1 /暂时保持并暂时释放中间构件/ 8并允许提升单元/ 7 /的微动运动。

公开(公告)号：US4644718A

公开(公告)日：1987-02-24

申请号：US812190

申请日：1985-12-23

Applicant: Richard M. Burnell ,  Donald Bridge

Inventor： Richard M. Burnell ,  Donald Bridge

IPC: E02D27/02 ,  E04H4/00 ,  E04G11/48 ,  E02D27/00

CPC classification number: E04H4/0081 ,  E02D27/02

Abstract: In order to provide a form of foundation on which light-weight shuttering may be erected prior to pouring the concrete into the foundation, there is provided a method of forming a foundation for an excavated construction, comprising excavating to a predetermined depth, arranging pre-formed footing elements 2 in a required configuration on the base of the excavation 1, the said footing elements 2 having upper surfaces with means for locating shuttering 3, 4 for walls to be erected on the foundation, the footing elements also being adapted to receive reinforcing bars 5, 5a for the foundation and/or the walls, and subsequently pouring a concrete mix into the excavation to bond substantially monolithically with the footing elements. The footing elements need considerable strength, and they are preferably pre-formed in an open construction of concrete or a light-weight aggregate. The invention further includes footing elements as set forth above, and foundations made by the method.

Abstract translation: 为了提供一种在将混凝土浇注到基础之前可以竖立轻型挡板的基础的形式，提供了一种形成挖掘结构的基础的方法，包括挖掘到预定深度， 在挖掘基部1的基础上形成所需构造的基础构件2，所述基础构件2具有上表面，具有用于定位隔板3,4的装置，用于在基座上竖立的墙壁，基座元件还适于接收加强件 用于基础和/或墙壁的杆5,5a，并且随后将混凝土混合物倾倒到挖掘中以与基础元件基本上整体地结合。 基础元件需要相当大的强度，并且它们优选地预先形成在混凝土或轻质骨料的开放结构中。 本发明还包括如上所述的基础元件，以及由该方法制成的基础。

公开(公告)号：US4309857A

公开(公告)日：1982-01-12

申请号：US67800

申请日：1979-08-20

Applicant: Dennis W. Lovering

Inventor： Dennis W. Lovering

IPC: E04B1/24 ,  E04C3/40 ,  E04G11/48 ,  E04G11/56 ,  E04G25/00

CPC classification number: E04G11/56 ,  E04B1/24 ,  E04C3/40 ,  E04G11/48 ,  E04B2001/2409 ,  E04B2001/249

Abstract: This invention relates to a supporting structure to support a soffit, comprising at least two parallel spaced vertically disposed props connected together by a horizontal member, each prop being provided with a supporting head which supports the primary shoring beam for supporting the soffit. The beam extends between the props, one end being fixed longitudinally of the beam and the opposite end being variable longitudinally of the beam, two or more adjacent beams being telescoped one within the other.

Abstract translation: 本发明涉及一种用于支撑拱顶的支撑结构，其包括由水平构件连接在一起的至少两个平行间隔的垂直设置的道具，每个支撑件设置有支撑头，该支撑头支撑主支撑梁以支撑拱腹。 光束在道具之间延伸，一端在梁的纵向方向固定，另一端在梁的纵向方向是可变的，两个或多个相邻的光束可以一个在另一个之间伸缩。

公开(公告)号：US4148852A

公开(公告)日：1979-04-10

申请号：US454100

申请日：1974-03-25

Applicant: Stephen S. Dashew

Inventor： Stephen S. Dashew

IPC: E04G11/48 ,  E04G11/56

CPC classification number: E04G11/48

Abstract: A structure for supporting floor-molding forms in a multi-story building, including a truss that supports the forms and four telescoping leg units with upper ends pivotally connected to the truss, for supporting the entire weight of the truss on the previously-cast floor. The leg units are pivoted and telescoped out until the lower end of each leg unit lies on an area of the floor which is adjacent to a column or load-bearing wall of the building, within the 45.degree. shear plane lying about the column or wall, so that the weight of the truss and load thereon is transferred directly to the columns or walls to thereby eliminate heavy loading of the already-formed floor.

Abstract translation: 一种用于在多层建筑中支撑地板模制形式的结构，包括支撑形式的桁架和具有可枢转地连接到桁架的上端的四个伸缩腿单元，用于将桁架的整个重量支撑在预制地板上 。 腿单元枢转和伸缩，直到每个支腿单元的下端位于靠近建筑物的柱或承重壁的地板的一个区域内，在围绕柱或壁的45°剪切平面内 ，使得桁架的重量和其上的负载直接转移到柱或壁，从而消除已经形成的地板的大量装载。

公开(公告)号：US4144690A

公开(公告)日：1979-03-20

申请号：US862278

申请日：1977-12-19

Applicant: Peter J. Avery

Inventor： Peter J. Avery

IPC: E04G11/48 ,  E04G11/50 ,  E04H12/34 ,  E04B5/00

CPC classification number: E04C3/292 ,  E04G11/48 ,  E04G11/50

Abstract: Concrete forming structures are provided particularly for use as horizontal floor forms or vertical wall forms. All such forms have a plurality of beam members placed across and secured to additional structural members such as trusses or stiffeners. Each beam is usually formed of extruded aluminum, and has an upper portion which has an open section in which an independent beam stiffening joist member may be secured. Sheeting, such as plywood panels which are usually used for concrete forming, may be nailed or screwed to a concrete forming structure at the independent beam stiffening joist members, which are usually wood. The deflection resistance of a beam having a wooden beam stiffening joist member secured in its upper portion is improved over that of a standard I-beam having an equal cross-sectional area of the same metal. Any of the concrete forming structures may be removed from the concrete when it has sufficiently cured, and "flown" using known construction cranes to another working position which may be several storeys above the floor from which it has just been removed.

Abstract translation: 特别提供用作水平地板形式或垂直墙壁形式的混凝土成形结构。 所有这些形式都具有多个梁构件，横梁并且固定到诸如桁架或加强件的附加结构构件上。 每个梁通常由挤压铝形成，并且具有上部，该上部具有可以固定独立梁加强托梁构件的开口部分。 通常用于混凝土成型的胶合板的片材可以在通常是木材的独立梁加强托梁构件上钉入或螺纹连接到混凝土成形结构。 具有固定在其上部中的木梁加强托梁构件的梁的偏转阻力比具有相同金属横截面面积相同的标准工字梁的偏转阻力提高。 当混凝土成形结构充分固化时，任何一种混凝土成形结构都可以从混凝土中去除，并且使用已知的施工起重机将其“飞行”到另一个工作位置，该工作位置可以是刚从其移除的地板上方的几层。

公开(公告)号：US4077598A

公开(公告)日：1978-03-07

申请号：US730467

申请日：1976-10-07

Applicant: Jorge Marseillan

Inventor： Jorge Marseillan

IPC: E04G11/02 ,  E04G9/06 ,  E04G11/36 ,  E04G11/38 ,  E04G11/46 ,  E04G11/48 ,  E04G17/16

CPC classification number: E04G17/16 ,  E04G11/38 ,  E04G11/46 ,  E04G9/06

Abstract: A form for moulding a roof or intermediate floor slab for a substantially rectangular enclosure, the form comprising a plurality of substantially rectangular panels each defining a flat substantially rectangular moulding surface, the panels being designed so that they can be arranged and supported in chessboard array to define a substantially flat continuous moulding surface extending over said enclosure, said array being supported by an edge secured to the walls of the enclosure or to the form for casting these walls.

Abstract translation: 用于模制用于基本上矩形的外壳的屋顶或中间楼板的形式，所述形式包括多个基本上矩形的面板，每个矩形面板限定平坦的大致矩形的模制表面，所述面板被设计成使得它们可以布置和支撑在棋盘阵列中 限定在所述外壳上延伸的基本平坦的连续模制表面，所述阵列由固定到外壳壁上的边缘或用于铸造这些壁的形式支撑。

公开(公告)号：US3926403A

公开(公告)日：1975-12-16

申请号：US40661873

申请日：1973-10-15

Applicant: MESSRS HUENNEBECK GMBH

Inventor： MARKEWITZ WOLFGANG ,  BOLDUAN DIETER

IPC: E04G9/08 ,  E04G11/02 ,  E04G11/34 ,  E04G11/48

CPC classification number: E04G11/02

Abstract: A shuttering unit facilitating the errection of a poured concrete structure and more particularly the pouring of individual rooms of a building in which the unit is to be reused and includes a ceiling and endwall shutter sections connected to opposed side wall shutter sections and in which slight inward displacement of the side wall shutter sections permits withdrawal of the unit from the room which has been poured; the end wall shutter section including a displacable portion facilitating inward movement of the side-wall forming shutter sections for facilitating withdrawal of the shutter unit from a poured room so that form work and pouring of the rooms and completion of the building can be expedited.

公开(公告)号：US3924379A

公开(公告)日：1975-12-09

申请号：US53105174

申请日：1974-12-09

Applicant: HARSCO CORP

Inventor： HUTCHINSON LEIGH

IPC: E04G7/30 ,  E04G11/48 ,  E04G25/04 ,  E04H12/00

CPC classification number: E04G25/04 ,  E04G7/30 ,  E04G11/48 ,  E04G25/065 ,  Y10T403/44 ,  Y10T403/551

Abstract: A shoring and scaffolding system. The system may be employed to support vertical loads such as freshly poured concrete floors in construction of buildings, bridges, etc., and may also be employed as scaffolding. The system includes a joint which connects aligned tubular members. The joint also connects channel elements, the latter displaying utility as horizontal stringers to support joist, as well as bracing elements. A pivotal loadbearing leg swings upwardly to permit the assembly to be moved to another locale.

公开(公告)号：US3782675A

公开(公告)日：1974-01-01

申请号：US3782675D

申请日：1971-12-17

Applicant: RICHMOND SCREW ANCHOR CO INC

Inventor： BOLL M ,  MACROBBIE R

IPC: E04G11/38 ,  E04G11/48 ,  E04G13/06 ,  E04G17/16

CPC classification number: E04G11/48 ,  E04G11/38 ,  E04G13/06 ,  E04G13/066

Abstract: Concrete forms are provided comprising an I-beam including a web and upper and lower flanges on the web. The flanges each have side edges and upper and lower surfaces between the edges. A hanger is supported on the upper surface of the upper flange. This hanger includes a strut which traverses the upper flange and also includes first and second U-shaped brackets straddling and connected to the strut at the ends thereof. The brackets have lower surfaces resting on the upper surface of the upper flange. One bracket is internally provided with a rectilinear receptacle extending at an acute angle to the upper surface of the upper flange and in a direction which is down and outward of the corresponding flange edge. This acutely disposed receptacle may also be perpendicular to the flange. The second bracket includes a portion extending below the upper surface of the upper flange and being engaged against the corresponding edge of the upper flange. This portion is provided with a rectilinear receptacle perpendicular to the upper flange and offset from the corresponding edge thereof. Concrete supporting members extend outwardly from the web and engage against the lower surface of the upper flange. Bolts extend through the aforesaid receptacles and concrete supporting members and locking means are provided on the bolts to hold the concrete supporting members in position. The hanger can be provided, in accordance with one embodiment, with a further U-shaped receptacle supported on an L-shaped arm connected to the aforesaid strut. The strut is preferably arranged at an angle to the supporting flange.

Abstract translation: 提供的混凝土形式包括一个包括腹板的工字梁和腹板上的上下凸缘。 凸缘各自具有侧边缘和边缘之间的上表面和下表面。 衣架支撑在上凸缘的上表面上。 该衣架包括穿过上凸缘的支柱，并且还包括横跨并连接到支柱的端部处的第一和第二U形托架。 支架具有搁置在上凸缘的上表面上的下表面。 一个支架内部设置有直线插座，其与上凸缘的上表面成锐角并且在相应凸缘边缘向下和向下的方向上延伸。 这个急剧设置的容器也可以垂直于凸缘。 第二支架包括在上凸缘的上表面下方延伸并与上凸缘的相应边缘接合的部分。 该部分设置有垂直于上凸缘并从其对应边缘偏移的直线插座。 混凝土支撑构件从腹板向外延伸并与上凸缘的下表面接合。 螺栓延伸穿过上述插座和混凝土支撑构件，并且锁定装置设置在螺栓上以将混凝土支撑构件保持在适当位置。 根据一个实施例，可以将衣架设置为与连接到上述支柱的L形臂支撑的另外的U形插座。 支柱优选地布置成与支撑凸缘成一定角度。

公开(公告)号：US3771756A

公开(公告)日：1973-11-13

申请号：US3771756D

申请日：1971-10-18

Applicant: SYMONS CORP

Inventor： PIPALA D

IPC: E04G11/46 ,  E04G11/48 ,  E04G25/06 ,  E04G11/40

CPC classification number: E04G11/486 ,  E04G11/46 ,  E04G25/06

Abstract: A supporting shore for a concrete ceiling slab, having a vertically and downwardly shiftable rotatable member which normally supports the adjacent truncated four corners of a quadrilaterally arranged group of four inverted generally rectangular pan-shaped slab-supporting domes and which, in the lowered and rotated position of the member, moves out of operative register with two of the four corners so as to release the other two corners for dome-removal purposes, while at the same time the shore continues to support the concrete ceiling slab until the latter has become fully hardened.

Abstract translation: 一个用于混凝土天花板的支撑岸，具有垂直和向下移动的可旋转构件，其通常支撑四个四边形大致矩形的盘形板支撑圆顶的四边形排列的组的相邻截头四个角，并且在下降和旋转 会员的位置从四个角落中的两个角落移出操作登记册，以释放另外两个角落，以进行穹顶拆除，同时岸边继续支撑混凝土天花板，直到后者完全变形 硬化