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81results about How to "Avoid tolerance" patented technology

Novel large-tonnage bridge girder erection machine and construction method thereof

The invention discloses a novel large-tonnage bridge girder erection machine and a construction method thereof. The novel large-tonnage bridge girder erection machine comprises a main frame structure composed of a bridge girder erection machine main girder, a main girder front-linkage straining beam, a main girder rear-linkage straining beam. The main frame structure is provided with a middle supporting device, a front auxiliary supporting device and a rear auxiliary supporting device which are sequentially connected. The novel construction method of the novel large-tonnage bridge girder erection machine includes a bridge girder erection machine via hole process, a via hole and girder erection conversion process, a bridge girder erection machine girder erection process, a girder erection and via hole conversion process, a normal girder erection and tail span conversion process, a variable span construction process, a small curved section construction process and a pack transferring construction process. The novel large-tonnage bridge girder erection machine achieves the purpose that a prefabricated bridge is mounted through the bridge girder erection machine under the conditions of a large span, a large tonnage, small curvature, various changes of the span and amplitude, frequent transferring and the like and has the advantages of being safe, efficient, easy to operate and maintain, good in stability, dispersed in construction load and the like.
Owner:ZHENGZHOU NEW DAFANG HEAVY IND & TECH

Hinge device capable of locking buffer switch position

A hinge device capable of locking a buffer switch position comprises a movable hinge cup and a hinge joint arm, wherein the movable hinge cup and the hinge joint arm are in hinge joint connection. A buffer mechanism is arranged on the movable hinge cup, the hinge joint arm at least acts on the buffer mechanism when a hinge is closed, the buffer mechanism comprises a damper and a gland, the damper is arranged in a concave position of the movable hinge cup, the gland is arranged on the damper, and the damper can slide back and forth on the gland. A damp switch component is arranged on the gland in a rotating or swing mode, and the limiting and/or restoration of a buffering stroke of the damper are/is achieved by rotating or swinging the damp switch component when the hinge is opened and/or closed. The gland and/or the damp switch component are/is made of plastic having certain elasticity, a limiting part is arranged between the gland and the damp switch component, and the damp switch component achieves position locking and the limiting and /or the restoration of the buffering stroke of the damper through the limiting part. The hinge device capable of locking the buffer switch position has the advantages of being simple and reasonable in structure, reliable in performance, long in service life, low in manufacturing cost, fast and convenient to adjust and accurate and firm in locating.
Owner:伍志勇

Large-size special-shaped open caisson foundation construction method

The invention relates to a large-size special-shaped open caisson foundation construction method. The large-size special-shaped open caisson foundation construction method comprises the steps that foundation pit surveying and setting out are conducted, a site is leveled, an open caisson cushion layer is manufactured, and blade foot manufacturing is conducted; then a first open caisson section is prefabricated, an inner side scaffold and an outer side scaffold are erected on the inner side and the outer side of the well wall correspondingly, a formwork is mounted, and concrete is poured; afterthe first open caisson section reaches the design strength, in-well soil taking sinking is conducted; then a second open caisson section is prefabricated, an outer side scaffold is erected on the outer side of the well wall, an operation platform is erected at the top of the first open caisson section, and an inner side scaffold is erected on the operation platform; and the formwork is mounted, concrete is poured, after the second open caisson section is completed, in-well soil taking sinking is conducted, manufacturing sinking of the next open caisson section is conducted according to a manufacturing method of the second open caisson section, and finally open caisson bottom sealing is conducted. According to the open caisson construction method, the scaffold erecting, material using and erecting time can be saved.
Owner:CHINA CONSTR SENVENTH ENG BUREAU INSTALLATION ENG
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