摘要:
For use in a ceiling form system with rectangular forms, a support for the forms is provided by a support head having a horizontal base plate mounted in a support column. A horizontal head plate is spaced above the base plate and serves to supportingly engage a corner portion of one or more forms when the forms are in place. The head and base plates are connected with one another by at least one vertical plate section having a horizontal surface engaging the bottom surface of the head plate, a diagonal surface extending from the horizontal surface radially above the head plate and slanting away from the axis of the column, and a stop surface extending vertically above the diagonal surface and in a direction toward the column axis, so that in disassembling a form from the head, after pivoting out of the form, it can be completely removed from the head by only a small amount of raising movement.
摘要:
The present invention provides for a device for adapting a formwork element, including a formwork lining and at least two formwork beams, to a given curvature of circular framework. A device includes a web engaging a space between two formwork beams and a cross-piece fixed to the web and equipped with two parallel, spaced plates which project laterally beyond the web and overlap the formwork beams in an installed position. Projecting portions are provided with mounting lugs in which a plurality of the lugs have at least one projecting portion and the lugs are arranged in two planes disposed at different spacings relative to the web.
摘要:
The present invention provides a transmitter for predicting stress on a formwork element (10) during and/or after pouring a building material (M), in particular concrete, into a space enclosed by a formwork (2) including the formwork element (10), the formwork element (10) comprising a form face (12) and a support structure (14) which is attached to the form face (12) and supporting the form face (12), wherein the form face (12) is separated from or integrated into the support structure (14), the system (1) comprising data acquisition means (16a, 16b, 16c, 16d, 16e), at least one sensor unit (18a, 18b, 18c, 18d, 18e), a control unit (20a, 20b, 20c, 20d, 20e) and a transmission unit (22a, 22b, 22c, 22d, 22e).
摘要:
The invention relates to a lift drive for a rail-guided climbing system (10), which can be used, in particular, as a climbing formwork, climbing frame, climbing protective wall and/or a climbing working platform. The lift drive comprises climbing shoes (32, 34, 36, 38) that can be arranged on a building (1) in a fixed manner, at least one climbing rail (18) which is guided by the climbing shoes (32, 34, 36, 38) and which can be integrated into a frame unit (11) or secured to the frame unit (11), and a climbing lift rail (24) which can be moved relative to the climbing rail (18) and is guided by the climbing rail (18), wherein the climbing rail (18) and the climbing lift rail (24) can each be mounted in at least one of the climbing shoes (32, 34, 36, 38) in one direction and removed in a direction opposite said direction, and they can be moved in relation to the at least one of the climbing shoes (32, 34, 36, 38). The lift drive also comprises a lift device (26) which is fixed to the climbing rail (18) at one end and to the climbing lift rail (24) at the other end in such a way that a length (3, 4, 5) of a stroke of the lift device (26) corresponds to a movement (3′; 3′, 4′; 5′, 5″) of the climbing rail (24) relative to the climbing rail (18), and wherein the length (4) of the stroke when the climbing lift rail (24) is mounted is sufficient to mount the climbing rail (18) such that it is offset by a mounting distance (20) of the climbing rail (18).
摘要:
The invention relates to a scaffolding element having a scaffolding pole (12i), at least one fastening element being disposed or formed on the scaffolding pole (12i). The fastening element preferably has a fastening element body. The fastening element body can be L-shaped. Preferably, the free end of the fastening element body points straight upwards when the scaffolding element (22) is in the mounted state. A projection is disposed or formed below the free end on the fastening element body, in particular in a section parallel to the longitudinal axis of the scaffolding pole (12i). The projection can be part of a U-shaped bead.
摘要:
The invention concerns a scaffolding decking (10) for scaffolding in the building sector, with a support frame (16) comprising two longitudinal profiles (18) and one or more transverse profiles (20), via which the longitudinal profiles (18) are connected to one another. The scaffolding decking has a decking plate (12) which is fastened to the longitudinal profiles (18), each cross profile (20) being hooked into the two longitudinal profiles (18) and only being hooked through the decking plate (12) into its longitudinal profiles (18) is held or secured in the hooked position. Each transverse profile (20) has two wall legs (42) which are connected to one another via a back section (44) and wherein the two wall legs (42) have angled free edge portions (46) on which the covering plate (12) rests. Also, the invention concerns a process for the manufacture of the scaffolding above decking (10).
摘要:
An equalizing beam for receiving formwork elements, in particular formwork panels, having an outer beam having a support surface facing upwards when applied and a base surface facing downwards when applied, and at least one inner beam having an additional support surface facing upwards when applied and an additional base surface facing downwards when applied. The equalizing beam further includes at least one immobilizing element. The outer beam has a recess running in its longitudinal direction for receiving the inner beam and the inner beam is movably mounted in the recess of the outer beam. The immobilizing element is provided to secure the position of the inner beam relative to the outer beam. A ceiling formwork system including at least one equalizing beam and at least two supports which are arranged essentially at a right angle to the equalizing beam.
摘要:
A filler beam assembly (100) of a formwork structure (500) is disclosed. The filler beam assembly (100) includes a beam (101) having a first end (102) and a second end (104) distal to the first end (102). The first end (102) and the second end (104) are adapted to be in contact with top plates (504) of respective drop head assemblies. The beam (10) includes a top surface (110) having a drophead interface edge (112) at the first end (102) and a drophead interface edge (114) at the second end (104). The filler beam assembly (100) includes a first lip (202) formed on one side of the beam (101) and adapted to accommodate one of a timber runner (300) and a PU insert for being nailed with a plywood positioned adjacent to the top surface (110) of the beam (101), and an additional lip (204) disposed below the first lip (202) and adapted to be accommodate a head portion (400) of a cross beam (506).
摘要:
A ceiling table for a partial formwork of a concrete ceiling. The ceiling table has at least one formwork element, in particular multiple formwork elements, which can be assembled on a lower frame of the ceiling table in a nondestructive manner and which can be disassembled from the lower frame. The ceiling table has a support skeleton on which at least one formwork element, in particular multiple formwork elements, is/are arranged. The support skeleton can have multiple braces which can be connected together and separated from one another in a nondestructive manner. The support skeleton preferably has a pair of main supports, in particular parallel running main supports, on which a pair of edge supports and at least one central support that is arranged between the edge supports are arranged. The edge supports and the central support run preferably parallel to one another.
摘要:
The invention is directed to a method for the construction of an industrial plant, in particular a petroleum refinery, by means of scaffolding units, each of which will be assembled from individual scaffolding components, comprising the following steps: Providing a 3D-construction plan in which building structures of the industrial plant are recorded; Drawing of scaffolding units to be used for the construction of the industrial plant in the 3D construction plan of the industrial plant including modifying of the 3D construction plan with respect to at least one building structure of the industrial plant for use of a predetermined scaffolding unit; Building of the industrial plant according to the modified construction plan and by use of the scaffolding units drawn in the 3D construction plan. The method according to the invention, allows for a significant reduction of scaffolding costs incurred during the construction of any industrial plant. The cost saving effects of the method according to the invention can be further increased by modifying the construction plan, wherever possible, for the use of the predetermined scaffolding units which may be of different or equal design.