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705 results about "Beam system" patented technology

Lobster eye X-ray imaging system and method of fabrication thereof

A Lobster Eye X-ray Imaging System based on a unique Lobster Eye (LE) structure, X-ray generator, scintillator-based detector and cooled CCD (or Intensified CCD) for real-time, safe, staring Compton backscatter X-ray detection of objects hidden under ground, in containers, behind walls, bulkheads etc. In contrast to existing scanning pencil beam systems, Lobster Eye X-Ray Imaging System's true focusing X-ray optics simultaneously acquire ballistic Compton backscattering photons (CBPs) from an entire scene irradiated by a wide-open cone beam from one or more X-ray generators. The Lobster Eye X-ray Imaging System collects (focuses) thousands of times more backscattered hard X-rays in the range from 40 to 120 keV (or wavelength λ=0.31 to 0.1 Å) than current backscatter imaging sensors (BISs), giving high sensitivity and signal-to-noise ratio (SNR) and penetration through ground, metal walls etc. The collection efficiency of Lobster Eye X-ray Imaging System is optimized to reduce emitted X-ray power and miniaturize the device. This device is especially advantageous for and satisfies requirements of X-ray-based inspection systems, namely, penetration of the X-rays through ground, metal and other material concealments; safety; and man-portability. The advanced technology disclosed herein is also applicable to medical diagnostics and military applications such as mine detection, security screening and a like.
Owner:MERCURY MISSION SYST LLC

Underground engineering one-pile multi-use semi reverse construction method

The present invention relates to a method for one pile for a plurality of applications for semi-reversal construction for the underground engineering. A traditional temporary enclosure support system of the underground engineering can be taken as a main beam system of floors; in addition to traditional load bearing and floating resistance function, an internal engineering pile can be taken as an enclosure support pile and a reinforcement structure of columns for the future underground engineering; the surrounding enclosure employs tradition methods, in addition to the enclosure, the surrounding enclosure protection pile is taken as a surrounding engineering pile and the external wall of the future underground engineering; the support system concurrently the floor beam system are excavated from top to bottom, and an underground engineering bottom plate and floors is worked and bearing column and a wall body is loaded to the ground from bottom to top. The present invention has the beneficial effects that the present invention combines the support system and the basement main beam system: the middle engineering pile is taken as pressure bearing, floating resistance and supporting pile and bearing load column for the future basement. Compared with the full-reversal method for the underground continuous wall, the present invention has the advantages of saving project cost, convenient construction, simple construction equipment, etc.
Owner:ZHEJIANG UNIV +1

Full-bracket track-bogie bearing and moving device and construction method for installing steel box girders

The invention discloses a full-bracket track-bogie bearing and moving device and a construction method for installing steel box girders. The device consists of a bracket system, a slideway longitudinal beam system, a splicing platform and a traction system; steel pipe buttresses in the bracket system are fixed on a treated foundation, the slideway longitudinal beam system is arranged on the bracket system, and mainly comprises two-slideway longitudinal beams, each of the two-slideway longitudinal beams is formed by connecting I-shaped rod pieces in an upper-lower parallel connection method, each side of the slideway longitudinal beam system is provided with one two-slideway longitudinal beam, and two two-slideway longitudinal beams are arranged totally on two sides; and berth bogies on the slideway longitudinal beam system slide on berth bogie tracks on the two-slideway longitudinal beams, and the berth bogies adopt a parallel connection mode and share one electric control switch to realize synchronous starting and closing. The bearing and moving device and the construction method have the beneficial effects that advantages of a large machinery hoisting method and a full-bracket jacking and sliding method are synthesized, the influence on ground traffic is less, the construction speed is fast, the cost is low, and the safety is high.
Owner:NINGBO MUNICIPAL ENG CONSTR GROUP

Inside and outside beam system bridge fabrication machine for small radius curve concrete box girder construction and construction method thereof

InactiveCN101210419ASolve steering difficultiesEasy to operateBridge erection/assemblyBox girderBuilding construction
A small-radius curve upper concrete box girder adopts a bridge fabrication machine with inner and outer girder systems, which relates to a construction device for small-radius curve continuous girder and a method thereof. The bridge fabrication machine consists of an inner and an outer girder systems, wherein the inner girder system includes a bottom die and is supported in a preformed groove on a pier top at both ends, connected with the cantilever end of a concrete box girder at the middle portion and arranged below the bottom plate of the concrete box girder; the outer girder system includes a side die and a wing die and is supported on the inner girder at the front end, supported on a cast concrete box girder at the rear end, supported on a bracket near the pier at the middle portion and arranged on both sides of the concrete box girder. The inner and the outer girder systems are independent from each other and supplement each other. During passing holes, the inner and the outer girder systems travel respectively in such a manner that the inner girder travels to the right position on the basis of the outer girder, and the outer girder longitudinally travels on the support and a track provided by the inner girder. The planar deflections of the inner and the outer girders are achieved by a hydraulic jack in the traveling process.
Owner:CHINA MAJOR BRIDGE ENG
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