摘要:
A method and apparatus for forming a formwork for a ribbed or waffle concrete slab is provided. The apparatus includes a rectangular block having a ledge around the base, the ledge having a dimension of half the desired width of the base ribs of the concrete slab, and a keystone connector. The keystone connector has an engagement portion configured to attach to an engagement portion on each block. In a method, the blocks are laid out so that the ledges of adjacent blocks are in contact. A keystone connector is then placed at each intersection of four blocks by attaching the respective engagement portions of the keystone connector and each block so that the keystone connector holds each of the four blocks in place relative to one another. The keystone connector is also configured to retain a reinforcing rod laid in the channel between adjacent blocks.
摘要:
Joints between precast concrete elements A joint between two adjacent faces (14) of concrete elements is formed by overlapping headed bar (16) with transverse studs (22) between the bars.
摘要:
Modular, sintered, expanded-polystyrene element for building reinforced-concrete floors, of the type comprising a polystyrene body within which metal sections (A) are embedded (A) which impart a self-support feature to said element, and wherein said polystyrene body has any length and a substantially rectangular section from the bottom portion of which lateral, low- thickness wings project (4). Said metal sections (A) have an overall height (h) equal to or slightly above the height of said lateral wings (4) and one or more recesses (2) are furthermore provided in said polystyrene body along a crosswise direction with respect to the one of said metal sections (A).
摘要:
A floor or roofing building structure (S) is described, including a plurality of intercommunicating roofing modules (M) arranged side by side; a connecting reinforcement (R) arranged between the modules (M); and a binder material matrix (X) adapted to embed the roofing modules (M) and the connecting reinforcement (R) so as to form a self-supporting monolithic structure. Each roofing module (M) comprises a housing volume (V) adapted to receive at least one functional element (F) of the structure (S), which is laterally defined by a wall (W), which has at least one communication opening (A) adapted to be joined in continuity to a corresponding opening (A) defined on the side wall (W) of an adjacent module (M) through an associated operative channel (C), and is superiorly and inferiorly defined by a pair of removable base elements (T, B) arranged to close the housing volume (V), which are accessible from opposite sides of the structure (S).
摘要:
Die Erfindung betrifft einen U-Profil-Träger (30) einer Überdachung (31), Halle, Tribüne, Treppe oder eines Gerüsts oder Podiums, mit einem nach außen offenen U-Profil (35), das parallel zueinander und zur Längsmittelebene (36) des U-Profils (35) angeordnete und durch eine Querwand (37) verbundene Stützschenkel (38.1, 38.2) aufweist, die an ihren freien Enden Auflageränder (39.1, 39.2) für ein Auflageelement (40) aufweist, und mit einem einstückig mit dem U-Profil (35) verbundenen Anschlussteil (45) zur Befestigung und Abstützung des U-Profils (35) an einem langgestreckten Tragelement (46). Der Anschlussteil (45) des Trägers (30) weist beiderseits der Längsmittelebene (36) Befestigungsschenkel (59.1, 59.2) für eine Anschlusskupplung (60) auf, die an mehreren Positionen längs des Trägers (30) an den Befestigungsschenkeln (59.1, 59.2) lösbar befestigbar ist und mittels welcher der Träger (30) an dem langgestreckten Tragelement (46) befestigbar ist bzw. befestigt ist.
摘要:
A floor structure (1) of the type having “crossed reinforcement rods” is described comprising: a) a plurality of composite construction elements (2) arranged side by side and comprising: a1) an elongated body (3) made of expanded plastic material provided with an upper face (3a); a2) at least one reinforcing section bar (4) longitudinally extending in the elongated body (3) and having an upper part portion (4c) protruding from the upper face (3a) of the body (3); b) a substantially reticular reinforcement metal structure (10) of a concrete casting (9), supported by the upper portion (4c) of the aforementioned at least one reinforcing section bar (4) at a predetermined distance from the upper face (3a) of the elongated body (3) made of expanded plastic material. Advantageously, the floor structure (1) exhibits lightness and self-supporting characteristics and allows to achieve a substantial reduction of the labor and costs for its manufacture.
摘要:
Die Balkendecke für Wohn- und Gewerbebauten besteht aus tragenden Balken (1) und Zwischenbauteilen (2) zur Ausfüllung der Balkenzwischenräume. Die Zwischenbauteile aus massivem oder blockverleimtem Vollholz bestehen aus einem Unterteil (3) mit einer dem Balkenabstand entsprechenden Länge und einem längeren, auf den Balken aufliegenden Oberteil (4).
摘要:
Box elements (4-104-204) made from extruded cellular sheets of polypropylene and/or other suitable waterproof plastic materials, filled if necessary, are disposed in the space between the metal lattices (3) projecting from the reinforced concrete slab (1-2) of a floor, and are fixed over the whole length of this space, with or without interruptions, and act as lightening elements. The box elements are downwardly open, are provided with transverse closing and stiffening walls (8) fixed by mortising and/or other suitable means and suitably distributed over the whole length of the said elements, which are preferably also provided with small lateral openings (7-10) which prevent the entry of the floor finishing casting but which allow the water to flow freely, so that after the setting of the said casting the floor no longer releases liquid components.