FORMWORK SYSTEM AND METHOD
    11.
    发明申请

    公开(公告)号:US20210404194A1

    公开(公告)日:2021-12-30

    申请号:US16606308

    申请日:2018-04-20

    IPC分类号: E04G11/36 E04G17/14 E04B5/32

    摘要: A formwork system (100) includes a rebate board (105) having a generally L shaped profile in end view, the rebate board (105) having a first arm (110) and a second arm (120), the first and second arms (120) being angled at about 90 degrees relative to each other, the second arm (120) being securable to an upper portion of a formwork bottom board (200). The system (100) includes a brace (400) having a first engagement formation (410) configured to engage with the first arm (110), and a second engagement formation (435) configured to engage with a peg (220) or other fixed member.

    Hollow floor slab formwork, hollow floor slab structure and method for constructing hollow floor slab structure

    公开(公告)号:US11098480B2

    公开(公告)日:2021-08-24

    申请号:US16478335

    申请日:2018-01-04

    申请人: Wai Hong Wong

    发明人: Wai Hong Wong

    IPC分类号: E04B5/36 E04B5/32

    摘要: The present invention provides a hollow floorslab formwork, a hollow floorslab structure and a construction method of hollow floorslab. The hollow floorslab structure is formed by splicing together a plurality of hollow floorslab formworks, and the hollow floorslab formworks each comprise a flat plate portion (1). A lower portion of the flat plate portion is provided with a plurality of supporting legs (4), and an outer edge of the flat plate portion is provided with a frame (2) comprising a plurality of protective plates (21, 22, 23,24). The protective plates are each provided with a reversely-fastened plate (31, 32), and adjacent hollow floorslab formworks are spliced together by fastening the reversely-fastened plates on the protective plates. The construction method comprises the following steps: a first hollow floorslab formwork is laid first; other periphery on a former hollow floorslab formwork, except the periphery provided with a reversely-fastened plate, is spliced with a latter hollow floorslab formwork, and the reversely-fastened plate of the latter hollow floorslab formwork is fastened on the protective plate of the former hollow floorslab formwork.

    BUILDING SYSTEM
    13.
    发明申请

    公开(公告)号:US20210131100A1

    公开(公告)日:2021-05-06

    申请号:US16491546

    申请日:2018-03-03

    申请人: NXT IP PTY LTD

    发明人: Matakii Lim

    IPC分类号: E04B5/32 E04C5/06 E04B5/36

    摘要: The present invention relates to a prefabricated deck unit for a building system, the deck unit including: a reinforcing framework encased in a composite material, the reinforcing framework comprising: a first metal mesh unit, a plurality of interspaced spheroidal void formers attached to or in intimate contact with the first mesh unit, and a second mesh unit resting upon, or attached to, the spheroidal void formers, wherein the framework defines at least one terminal channel on at least one end of the deck unit, the terminal channel being shaped and dimensioned to snugly receive an elongate connecting rod for connecting the deck unit to a further structural element of the building system.

    Construction assembly
    14.
    发明授权

    公开(公告)号:US10829945B2

    公开(公告)日:2020-11-10

    申请号:US16093136

    申请日:2017-03-29

    摘要: A construction article 12 usable in the construction of a building made of concrete. The article 12 has base and side members 32, 34 in the form of plates extending perpendicularly from each other in an L-shape configuration. Three spaced upstanding elongate members 42 are provided upstanding from the base member 32. An appropriately shaped closure member 14 is provided which closes the open ends of the elongate members 42 such that when concrete is poured thereover the members 42 leave three openings extending through the set concrete to permit fixings to extend therethrough.

    Floor dowel sleeve with integral spacing chambers

    公开(公告)号:US10662642B2

    公开(公告)日:2020-05-26

    申请号:US16365887

    申请日:2019-03-27

    发明人: Marinus Hansort

    摘要: A floor dowel sleeve has a body portion with a top wall, a bottom wall, two side walls, and an end wall that together to surround an interior cavity. The interior cavity is configured to receive a dowel plate at an opening in the body portion opposite the end wall. Spacing elements are disposed at each of the two side walls and are configured to interface with opposing edges of the dowel plate to provide a space between the dowel plate and interior surfaces of the two side walls. The spacing elements each have a pair of legs that integrally protrude from the side wall into the interior cavity and interconnect to form a spacing chamber. The spacing elements are each configured to flex into the spacing chamber upon lateral horizontal movement of the dowel plate within the interior cavity.

    Modular stormwater retention system

    公开(公告)号:US10597861B2

    公开(公告)日:2020-03-24

    申请号:US15663990

    申请日:2017-07-31

    摘要: A modular fluid retention system and method for exemplary uses collecting and temporarily retaining fluids, for example stormwater run-off. One example of the system includes a plurality of modular retaining units which are selectively connected together to form an interior chamber volume for collecting stormwater run-off directed into the chamber volume. A plurality of modular trays are engaged with portions of the respective retention units to prevent relative movement of the retention units and eliminate, or substantially reduce, the need for porous material to be installed in and around the retention units greatly increasing the excavation void space usable for water collection and retention. In an alternate application, only a plurality of modular trays are used as the vertical support and fluid retention volume structure for the fluid retention system.

    APPARATUS FOR PRESTRESSING CONCRETE FLOOR OF INCLINED SHAFT WALL

    公开(公告)号:US20190383016A1

    公开(公告)日:2019-12-19

    申请号:US16301413

    申请日:2017-12-01

    IPC分类号: E04C5/08 E04B5/32 E21D11/10

    摘要: An apparatus for prestressing a concrete floor of an inclined shaft wall includes two end bearing components, a corrugated pipe, a tension bearing rod piece and two anchor heads. The tension bearing rod piece is composed of a left tension bearing rod, a right tension bearing rod, and a loading mechanism. The left tension bearing rod and the right tension bearing rod, are connected integratedly by the loading mechanism, and the tension bearing rod piece passes through the corrugated pipe. The two end bearing components are respectively arranged at the left and right ends of the tension bearing rod piece in a sleeving manner. The two anchor heads respectively lock the left and right end bearing components. Before pouring of the floor of the shaft wall, the loading apparatus is pre-buried. After the strength of floor concrete increases to certain extent, a transverse prepressing stress is applied to the floor concrete through the loading mechanism. Finally, an internal space of the loading apparatus is blocked by grouting, so as to integrate the tension bearing component, the loading apparatus and the like with the floor concrete.