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62 results about "Cross section.transverse" patented technology

Medical Definition of Cross-section. Cross-section: In anatomy, a transverse cut through a structure or tissue. The opposite is longitudinal section.

Dental implants having anatomical emergence

InactiveUS20060154203A1High strengthMaximize inter-implant distanceDental implantsDevice implantDentures
Dental implants having anatomical emergence are disclosed. Such an implant may include a post part adapted to receive a dental prosthesis and a root part adapted to be implanted into an socket formed from the extraction of a tooth. The root part may have a tapered portion having a generally round cross-section transverse to the longitudinal axis of the implant, and an anatomical portion having a cross-section transverse to the longitudinal axis that is based on the anatomy of the socket into which the implant is expected to be placed. The anatomical cross-section may be based on a shape associated with either the socket or the tooth. The implant may include one or more retention and stabilizing devices that extend from an exterior surface of the root part. The implant may include a prong that is adapted to move outwardly from an interior portion of the root part when the implant is implanted into the socket. An end of the prong may be adapted to stick into a bone when the implant is implanted into the socket. The implant may include an elongate rod that is movable along the longitudinal axis of the implant. The elongate rod may extend from an exterior of the root part into an interior portion of the root part, and may cause the prong to move outwardly from the interior portion of the root part when the implant is implanted into the socket. The implant may be a press-fit implant or a screw-type implant. The implant may be a one-piece implant, a one-stage implant, or a two-stage implant.
Owner:EMANUELLI SILVIO FRANCO

Shield segment structure and shield tunnel

The invention discloses a shield segment structure and a shield tunnel. The shield segment structure comprises a plurality of segments, wherein the segments are defined and spliced to form an integral ring; a cross section of the integral ring is a centrosymmetric and axisymmetric special-shaped face; the special-shaped face is formed by defining eight inferior arcs; the eight inferior arcs are a top inverted arch and a bottom inverted arch which are arranged vertically, oppositely and symmetrically, a left arch and a right arch which are arranged horizontally, oppositely and symmetrically, and four corners respectively; the segments are centrosymmetrically distributed on the integral ring; spliced seams, located on the cross section, of the adjacent segments are staggered with maximum internal force parts of the corners, and symmetry axes; a plurality of shield segment structures are butted to form the shield tunnel; and the spliced seams of the segments of the adjacent shield segment structures are arranged in a staggered manner. The shield segment structure and the shield tunnel can well integrate factors such as transverse internal force distribution of the shield tunnel, and connection of the longitudinal segments, so that the shield segment structure and the shield tunnel have good integrity, high efficiency and implementability.
Owner:SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD

Splicing structure for pipe pieces of ellipse-like shield tunnel with stand column

The invention relates to a splicing structure for pipe pieces of an ellipse-like shield tunnel with a stand column. An integral ring is formed by enclosing and splicing the pipe pieces. The adjacent integral ring pipe pieces are spliced to form the splicing structure for the pipe pieces of the shield tunnel. The splicing structure is characterized in that the cross section of the splicing structure for the pipe pieces of the shield tunnel is a double-axis symmetric smooth ellipse-like part provided with the center stand column and formed by four sections of inferior arcs, the double-axis symmetric smooth ellipse-like part comprises a top arc, a bottom arc, a left side arc and a right side arc, the top arc with the large radius and the bottom arc with the large radius are arranged vertically and symmetrically in the opposite directions, and the left side arc with the small radius and the right side arc with the large radius are transversely and symmetrically arranged in the opposite directions. The spliced joints of the adjacent integral ring pipe pieces on the cross section keep away from the most unfavorable stress part of the tunnel structure, and the adjacent integral ring pipe pieces are spliced through staggered joints. Annular connectors and the longitudinal connectors of the pipe pieces are connected through bolts and hand holes, plane contact pulling and anchoring type lacework box type hand holes are adopted in the annular connectors, and high bearing force is achieved. The splicing structure has the advantages that a tunnel arc bearing structure and the high rectangular structure space utilization rate are combined; the longitudinal hand holes are in double-axis symmetric arrangement, and one set of pipe pieces can meet the requirement for staggered joint splicing.
Owner:TONGJI UNIV

Overall installation method of double-body separable combined beam

ActiveCN103132458ASolve the problem of matching dockingReduce deformationBridge erection/assemblyEngineeringCross section.transverse
The invention relates to an overall installation method of a double-body separable combined beam, a temporary connection system (200) is arranged between a left separable steel box beam and a right separable steel box beam at the rear end of a section of the combined beam (100) to be installed, and matched connectors (300) are arranged in the positions of webs of the left separable steel box beam and the right separable steel box beam, so that the cross sections of a beam section to be erected and an erected beam section are connected in a matched and abutting mode. In the installation process of the section of the combined beam (100) to be installed, a beam erection lifter (400) lifts the combined beam (100) to be installed to slowly approach the front end of an installed combined beam (100), alignment of a section to be erected and an erected section is carried out through the matched connectors (300) and bolts, and accurate positioning of end surfaces of the beam is achieved. The overall installation method of the double-body separable combined beam reduces the relative deformation of flanges at two sides of the double-body separable combined beam under a lifting state, and resolves the problem of the aligning of the cross sections of the beam section to be erected and the erected beam section.
Owner:CHINA RAILWAY MAJOR BRIDGE ENG GRP CO LTD

Synchronous splitting device for full-section multifunctional channel concrete lining machine

The invention discloses a synchronous parting device for a full-cross-section multifunctional channel concrete lining machine, which comprises a full-cross-section transverse parting forming device (10), wherein a full-cross-section cutter (6) is arranged on a guide rail arranged under a guide frame (8) through a cutter frame (5), a transverse seam cutting machine frame (3) is fixedly arranged atthe back side of a lining machine and is downwards connected with the guide frame (8) through left and right guide rods (9), the transverse seam cutting machine frame (3) is upwards and fixedly connected with a cylinder body of a transverse cross section parting control oil cylinder (7), both sides of the full-cross-section cutter (6) are connected with two connecting rods (2) through the cutter frame (5), the upper ends of the two connecting rods (2) are hinged with the end part of a piston rod of the transverse cross section parting control oil cylinder (7), and a vibrator (4) is arranged on the cutter frame (5). The synchronous parting device realizes the synchronous realization of integral cutting of lining layer vertical and transverse parting in the lining operation process of the full-cross-section multifunctional channel concrete lining machine, the operation efficiency is greatly improved, and the dimension consistency of parted building blocks is good.
Owner:韩其华

Method for measuring three-dimensional deformation of cross section of underground cavity

The invention discloses a method for measuring three-dimensional deformation of a cross section of an underground cavity, and belongs to the technical field of rock-mass engineering measurement, so as to iron out the defects that a conventional method cannot accurately measure the three-dimensional deformation of a cross section of an underground space. The method comprises the following steps: arranging four positioning base points A, B, C and D on a to-be-measured cross section, wherein the four positioning base points A, B, C and D are respectively located at four sides of the to-be-measured cross section; taking A as the origin of coordinates, building a three-dimensional coordinate system, and analyzing all positioning base points in the three-dimensional coordinate system; sequentially measuring the initial distance, initial azimuth angle and initial inclination angle between two adjacent positioning base points; calculating the three-dimensional coordinates and spatial correlation values of all initial positioning base points B0, C0 and D0 through corresponding formulas according to the above parameters; sequentially measuring the distance, azimuth angle and inclination angle between two adjacent positioning base points after deformation; and calculating the real-time three-dimensional coordinates, deformation condition and spatial correlation values of Bn, Cn and Dn through corresponding formulas according to the above parameters. The method is suitable for the construction and maintenance of underground engineering.
Owner:SICHUAN UNIV

Vertical connection structure of photovoltaic module and photovoltaic module thereof

The invention discloses a vertical connection structure of a photovoltaic module and a photovoltaic module thereof. The vertical connection structure comprises a corner, which is provided with connecting arms, sawtooth surfaces and stop surfaces; the two connecting arms are vertically connected in an L shape, and each connecting arm is divided into an insertion section and a connection section along the length direction; the sawtooth surfaces are located on the insertion sections; the stop surfaces are located at the boundaries of the insertion sections and the connection sections, and are perpendicular to the length directions of the insertion sections and the connection sections; the insertion sections are in contact connection with the inner cavity of a profile, and the stop surfaces are in contact with the ends of the profile; and the corner guard is provided with a groove having an L-shaped length, the groove is in contact with the inner sides of the connection sections, and whenthe corner guard is assembled with the corner, the cross-sectional contours of the corner guard at the groove and the corner are the same as the cross-sectional contour of the profile. The corner clamps the periphery of the corner guard, the profile clamps the two ends of the corner guard, and the three are fixed tightly, so that the sharpness of the corner of the profile is eliminated, the repairof the profile is avoided and the assembly work of the personnel is reduced.
Owner:PERLIGHT SOLAR

Riverway cross-section two-dimensional underground seepage hydraulic experiment device

The invention belongs to an equipment manufacturing technology in the field of seepage hydraulics, and relates to a riverway cross-section two-dimensional underground seepage hydraulic experiment device. The front fa.ade is uniformly provided with sand sampling holes; an unsaturated zone and an underground seepage region are positioned above and below a phreatic line respectively; a sand packing is filled in a fa.ade steel framework groove body; the bottom of an underground seepage region water outlet vertical shaft is provided with a tee joint and a blow-down pipe valve which are fixedly connected with an underground water level adjusting tank; pressure measuring pipes on a pressure measuring row are fixedly connected with the sand sampling holes through hoses; the upstream tank bottom of a first overflow clapboard in the middle of a riverway water level adjusting tank is fixedly connected with a riverway water inlet hose, a flowmeter and a valve, and the downstream tank bottom is connected with an overflow pipe; the middle of the underground water level adjusting tank is provided with a second overflow clapboard; and a gravimetric method metering water tank is fixedly provided with a drain pipe valve, and is arranged on an electronic platform scale. The device is simple in structure, convenient to operate, easy to manufacture and master, flexible to control and adjust and environment-friendly.
Owner:QINGDAO TECHNOLOGICAL UNIVERSITY
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