摘要:
Bei einem Lichtmast-Fundamentstein (1) mit einer Aufnahme (2) zum bereichsweisen Aufnehmen eines Lichtmastes, wobei die Aufnahme (2) eine Öffnung (3) zum Einführen des Lichtmastes in die Aufnahme (2) aufweist, wobei die Öffnung (3) im Bereich eines Kopfendes (4) des Lichtmast-Fundamentsteins (1) angeordnet ist, wird vorgeschlagen, dass an einem der Öffnung (3) gegenüberliegenden Ende der Aufnahme (2) eine Kabeldurchführöffnung (5) angeordnet ist.
摘要:
The invention relates to a seabed foundation (1) for an offshore facility, comprising a primary pressure chamber (7) connected to a primary pump (8) and one or more secondary pressure chambers (9) connected to one or more secondary pumps (10). According to an embodiment of the invention, said primary pump is a suction pump and said secondary pump is a pressure pump. The invention further relates to a method (12) of installing said foundation on the seabed (19), which comprises the steps of activating (14) said primary pump to create negative pressure in the primary pressure chamber (7), so that the foundation sinks into the seabed, and activating (15) said one or more secondary pumps (10) to create positive pressures in the secondary pressure chambers (9), so as to control the alignment of the foundation with respect to a substantially horizontal axis (16) during the sinking into the seabed.
摘要:
Die Erfindung betrifft ein Fundamentsystem (2) zur lastabtragenden Aufnahme eines Gehäuses oder von wenigstens einem Gehäusemodul (13, 13', 13") eines Selbstbedienungsautomaten (1), mit wenigstens einem Sockelelement (14, 14', 14"), welches wenigstens eine Abstützfläche (16, 16', 16") für ein Gehäuse oder für wenigstens ein Gehäusemodul (13, 13', 13") eines Selbstbedienungsautomaten (1) aufweist. Dabei umfasst das Sockelelement (14, 14', 14") einen Betonkörper (17, 17', 17") und wenigstens ein darauf abgestütztes, metallisches Tragelement (18, 18', 18"), an welchem die wenigstens eine Abstützfläche (16, 16', 16") für ein Gehäuse oder Gehäusemodul (13, 13', 13") eines Selbstbedienungsautomaten (1) ausgebildet ist und das metallische Tragelement (18, 18', 18") ist mittels wenigstens einer Einstellvorrichtung (19) in Bezug auf den Betonkörper (17, 17', 17") des Sockelelementes (14, 14', 14") ausnivellierbar.
摘要:
The invention relates to a foundation system (2) for receiving the load of a housing or at least one housing module (13, 13′, 13″) of a self-service machine (1), comprising at least one base element (14, 14′, 14″), which has at least one support surface (16, 16′, 16″) for a housing or for at least one housing module (13, 13′, 13″) of a self-service machine (1). The base element (14, 14′, 14″) comprises a concrete body (17, 17′, 17″) and at least one metal carrier element (18, 18′, 18″) supported thereon, on which the least one support surface (16, 16′, 16″) for a housing or housing module (13, 13′, 13″) of a self-service machine (1) is formed, and the metal carrier element (18, 18′, 18″) can be leveled relative to the concrete body (17, 17′, 17″) of the base element (14, 14′, 14″) by means of at least one adjusting device (19).
摘要:
To enable realization of accurate positioning of an anchor bolt to a foundation with a simple procedure using a member of an extremely simple structure without using a temporary reference construction. An anchor bolt (6) is accurately positioned and installed on leveling concrete (2) by fixedly installing a base seat (1a) of a mounting member (1) so as to be aligned with a center mark for the anchor bolt positioned and indicated thereon, disposing the anchor bolt (6) upright on a hollow bolt (1b) via a hinge member (4) and a turn buckle member (5), then casting concrete for a base portion and a rising portion of the foundation simultaneously, adjusting the anchor bolt (6) which is inclined at the hinge member (4) being bent due to the casting pressure into a vertical state while measuring with a plummet instrument before the concrete is hardened, and maintaining the anchor bolt (6) in the vertical state by a verticality holder until the concrete is hardened.
摘要:
Un procédé consiste à immobiliser verticalement une cheville (20) dans le sol, à visser une tige filetée (23) dans la cheville de telle sorte qu'une embase (25) solidaire de la tige filetée soit disposée à une hauteur convenable, à serrer un écrou (24) vissé sur la tige filetée contre une extrémité supérieure (20 a ) de la cheville, à disposer une entretoise (30) autour d'une extrémité supérieure (23 a ) de ladite tige filetée de façon à amener cette entretoise au contact de l'embase, à immobiliser ladite embase en rotation par rapport à ladite entretoise et à serrer un écrou vissé (24) sur la tige filetée contre une extrémité supérieure (20 a ) de la cheville. Le dispositif comprend une cheville (20), une tige filetée (23) pourvue d'une embase (25) s'étendant dans un plan globalement horizontal, un écrou (24) de blocage de ladite tige filetée par rapport à ladite cheville, une entretoise (30) apte à être disposée autour d'une extrémité supérieure (23 a ) de ladite tige filetée s'étendant au-dessus de ladite embase et de ladite cheville et un organe de liaison (50) de l'entretoise avec des parties de structure (6, 61, 62) de l'élément de mobilier urbain. Application aux cabines téléphoniques.
摘要:
The invention aims to provide a foundation on which heavy installation such as a turbine or the like is mounted and a producing method therefor, which foundation is suitable for rapidly and accurately measuring an amount of vertical sinkage of the foundation, and a method and an apparatus for measuring the amount of vertical sinkage of the foundation. To this end, a plurality of liquid containers 31 whose top ends are opened are buried on an upper surface portion of the foundation 30 on which heavy installation is mounted, and bottom portions of the upwardly opened liquid containers 31 are communicated with each other through a connecting conduit 32 in the foundation 30. The connecting conduit 32 is provided in the foundation 30 so that it inclinedly extends through the foundation from one side toward the other side. Stands 33 are further fixed in the upwardly opened liquid containers 31. When measuring the amount of vertical sinkage of the foundation, a valve 38 of the connecting conduit 32 is opened to supply water from the lower side of the connecting conduit 32 into the liquid containers 31. A level of water in each liquid container 31 is measured by a depth micrometer 42 and a tester 43.
摘要:
Système de fondation pour des cabines de rangement en plein air. Selon l'invention, certaines au moins des cabines sont montées sur des socles (20) creux et enterrés dans le sol, le socle étant de préférence constitué d'une dalle de fond (24) et de plusieurs plaques latérales (21, 22, 23) en béton, de façon à pouvoir être rempli d'un remblai. Application à l'édification de cabines de rangement de planches à voile.
摘要:
A dock building apparatus comprises a cantilever arm (11) having a first portion configured to be supported on a ground area and a second portion for overhanging a construction area. The cantilever arm (11) is displaceable perpendicularly to the length of the cantilever arm. The apparatus further includes a lifting device (19) movable along the cantilever arm for bringing construction materials including foundation members from the ground area to the second portion of the cantilever arm, and a foundation building tool (15) movable along the cantilever arm for installing the foundation members in the construction area.
摘要:
A heat exchange structure of a power generation facility including a piping system that is embedded in a reinforced concrete underground structure that is integrally formed with the power generation facility, and a heat medium that is fluid and is stored in the piping system, the piping system being configured to circulate the heat medium used for heat exchange in the power generation facility.