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858 results about "Metal bellows" patented technology

Metal bellows are elastic vessels that can be compressed when pressure is applied to the outside of the vessel, or extended under vacuum. When the pressure or vacuum is released, the bellows will return to its original shape, provided the material has not been stressed past its yield strength.

Joint connection mode for prefabricated spliced bridge pier with flexible layer arranged at bottom of pier and cushion cap and realization method thereof

The invention discloses a joint connection mode for a prefabricated spliced bridge pier with a flexible layer arranged at the bottom of the pier and a cushion cap and a realization method thereof. The flexible layer at the bottom of the prefabricated pier, longitudinal reinforcements extending out from the bottom of the prefabricated pier, pre-buried metallic bellows in the cushion cap, preserved grooves in the top face of the cushion cap and self-compaction high-strength micro-expansion grouting materials grouted through the metallic bellows are involved in the joint connection mode. An overlapped steel plate rubber layer is installed at the bottom of the bridge pier and formed with the bridge pier in a cast and prefabricated mode, the self-compaction high-strength micro-expansion grouting materials are grouted into the pre-buried metallic bellows in the cushion cap and overflow so that the grooves can be filled with the grouting materials, and then the longitudinal reinforcements extending out from the bottom of the prefabricated bridge pier are inserted into the pre-buried metallic bellows until the bottom of the prefabricated bridge pier is inserted into the grooves to be compacted. The construction mode is simple; the bridge pier is formed in a prefabricated mode, in this way, the on-site construction speed of projects is increased, and the quality of the projects is improved; due to the overlapped steel plate rubber layer arranged at the bottom of the prefabricated bridge pier, the ductility of the bridge pier can be obviously improved, and the damage degree of the plastic hinge region of a pier stud is reduced.
Owner:BEIJING UNIV OF TECH

Vertical connection structure for precast concrete shear walls and construction method

The invention relates to the field of precast concrete structures, in particular to a vertical connection structure for precast concrete shear walls and a construction method. Steel bars in vertical distribution and steel bars in horizontal distribution are arranged on two sides of each vertical through hole of each precast porous shear wall which is a porous hollow wall. At a construction site, vertical connection between an upper precast porous shear wall and a lower precast porous shear wall is realized by arranging connection reinforcement cages and concreting or grouting mortar into floor cast-in-situ zones and vertical through holes of the precast porous shear walls. By the shear wall and the connection method, dead weight of a wall body is reduced, and cost is reduced as compared with that of a reinforcement sleeve grouting connection method. Compared with an existing core-pulled porous hoop-confined concrete reinforcement grouting anchor lap joint method or a metal corrugated tube porous reinforcement grouting anchor lap joint method, the vertical connection method has the advantages that hole quantity is reduced to prevent cracking of porous walls, and transport is facilitated due to the fact that the vertical steel bars in the precast walls do not protrude outside.
Owner:吉林长发建筑产业化有限公司

Metal corrugated pipe type oil storage cabinet

The invention relates to a voltage transformation device, in particular to a metal corrugated pipe type oil storage cabinet with good sealing property, long service life, full-vacuum oil injection, visual and reliable indication, less jamming, no maintenance and convenience for installation. The metal corrugated pipe type oil storage cabinet comprises a cabinet body (1), an oil cavity (2), a corrugated pipe assembly (3), a sliding guide mechanism, a breathing port (4), an air exhaust port (5), an oil injection port (6) and a corrugated flexible connecting pipe (7), wherein the corrugated pipe assembly (3) is hermetically arranged at one side inside the cabinet body (1), the sliding guide mechanism is arranged on the side wall inside, the air exhaust port (5) is arranged above the cabinet body (1) outside, and the oil injection port (6) and the corrugated flexible connecting pipe (7) are respectively arranged below the cabinet body (1) outside; the oil cavity (2) is formed inside the cabinet body (1) and outside the corrugated pipe assembly (3); the sliding guide mechanism is in sliding connection with the corrugated pipe assembly (3); and the breathing port (4) is communicated with an inner cavity of the corrugated pipe assembly (3), and the air exhaust pipe (5) is communicated with the oil cavity (2).
Owner:李肃

Method of Making a Metal Bellows Assembly Having an Intermediate Plate

The formation of a bellows made up of a stack of a predetermined number of ring-convolutions and having an intermediate plate supported within said stack is achieved by supplying several thin metal rings, each having inner and outer edges. A pair of these metal rings are positioned in contiguous relationship and their adjacent inside edges are welded together to form a ring-convolution. This process is repeated until a sufficient number of ring-convolutions are made to eventually make the desired bellows. Before these separate ring-convolutions are fused to each other, an intermediate plate and a support ring are made. The intermediate plate is a disc of metal that is sized smaller than the inside diameter of the rings and is secured to the support ring. The support ring is then positioned between two formed ring-convolutions in contiguous relationship and the three abutting outside edges are welded to each other to form a support plate convolution. The already made ring-convolutions and the support plate convolution are then stacked in the desired order and in contiguous relationship. All not-yet welded adjacent outside edges of said ring-convolutions and said support plate convolution are then welded to form the bellows. A bottom plate is formed and welded to the outside edge of the bottommost ring-convolution and a top ring is finally welded to the uppermost convolution to complete the bellows. The top ring is meant to be welded to a base plate of an infusion pump.
Owner:MEDOS INT SARL

Construction method for stand column and cover beam assembled structure

The invention relates to a construction method for a stand column and cover beam assembled structure. The construction method includes the following steps that S1, a stand column is prefabricated, rebars are embedded in the stand column in advance; a cover beam is prefabricated, metal bellows are reserved in the cover beam, and a mortar pressing channel is formed in the cover beam; and the spliced face of the stand column and the cover beam is cleaned and measured; S2, pre-assembling is performed, hole channels of the metal bellows are aligned with the rebars to be sleeved in, and after the perpendicularity and the elevation of the cover beam are adjusted, the cover beam is lifted up; and S3, high-strength mortar is laid in a splicing seam between the stand column and the cover beam, then the cover beam drops down, and after the high-strength mortar reaches the strength requirement, the high-strength mortar is pressed in from the mortar pressing channel till mortar pressing ends. According to the construction method, a traditional bridge building manner is changed, no supports and no formworks exist on the construction site, the on-site construction period is shortened, the labor intensity of workers is relieved, and the requirement for the construction site is lowered; the work procedures of on-site support foundation treatment and support formwork erecting are omitted, and the economical efficiency is high; and meanwhile the negative effects on the ambient environment are reduced.
Owner:SHANGHAI MUNICIPAL ENG DESIGN INST GRP +1

Connecting structure for assembly type concrete shear wall edge member

The invention discloses a connecting structure for an assembly type concrete shear wall edge member. vertical connecting reinforcing steel bar, which can be provided with an upset head, is reserved through a hole reserved in a large-diameter metal bellows, and is sleeved with a continuous spiral stirrup; then the vertical connecting reinforcing steel bar and the continuous spiral stirrup are commonly inserted into the large-diameter metal bellows; and fine aggregate concrete (or a grounding material) is poured into the metal bellows, so that the reliable connection of the edge member is realized. Due to reliable anchoring of the vertical connecting reinforcing steel bar, the optimization of the diameter, the quantity and the plane arrangement of the vertical connecting reinforcing steel bar, and the increase of the wet joint area on a splicing surface, full exertion of the bearing capacity of the shear wall is ensured; and multiple effective restrain for the subsequentlly-poured fine aggregate concrete (or the grouting material) is formed by the shear wall stirrup, a horizontal tie bar, the metal bellows and the continuous circular spiral stirrup, and thus the integral performance of the part is remarkably improved. According to the connecting method for the edge member, which is provided by the invention, the stress continuousness of the vertical steel reinforcing bar is ensured, the deformaility and the ductility performance of the vertical steel reinforcing bar are remarkably improved, and the shock resistance of the assembly type concrete shear wall is improved. Meanwhile, the method is simple in manufacturing process and facilitates the practice and application.
Owner:SOUTHEAST UNIV
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