169 results about "Lateral expansion" patented technology

The present invention provides devices and methods for the treatment of cardiovascular valve diseases such as aortic stenosis. A vascular valve assembly is formed from two or more valve devices, each of which contains a valve mounted in a stent. The individual valve devices are brought to the site of the defective valve by standard percutaneous catheterization methods. Lateral expansion of the stents at the site of valve replacement produces a functioning valve assembly. Appropriate sizing and number of valve devices prevents regurgitation and migration. The assembly of two or more smaller valve devices at the site of a defective valve prevents complications due to the large size of single valve prostheses.

An assembly including a support housing and an actuator device. The actuator device includes an extendable initiator cup including at least one non-random fold and at least in part defining a storage chamber containing a reactive charge reactable to produce reaction products. The extendable initiator cup longitudinally extends from a first length to a second, greater length upon reaction initiation of the reactive charge. The extendable initiator cup is at least partially disposed within a longitudinally extending bore of the support housing. The support housing is effective to limit lateral expansion of the extendable initiator cup upon reaction initiation of the reactive charge. The assembly can include an electrical conductive member or an electrical switch. The extendable initiator cup can extend to sever the electrical conductive member or disengage the electrical switch, thereby interrupting the conduction of electricity through an electrical system. Alternatively, the extendable initiator cup can extend to engage the electrical switch thereby allowing the conduction of electricity through an electrical system.

The invention provides a polyolefin film prepared by a wet multi-step stretching process as well as a preparation method and a device thereof. The prepared film has the thickness of 10-100 mu m, permeability of 10-150 S/in<2>.100 cc.1.22 kPa, average pore diameter of 100-1000 nm, film breaking temperature of 110-160 DEG C, tensile strength of 50-250 MPa, puncture strength of 200-500 g/mu m and porosity of 25-45%. The polyolefin film is prepared by melting polyolefin resins and a pore-forming agent at a higher temperature for uniformly mixing, extruding a melt by an extruder die head 1, and cooling the extruded melt with a vertical cooling roll and a horizontal cooling roll to obtain a solid thick slice; and extracting and heating and drying the cooled thick slice, passing the thick slice through the resins treated by first-step vertical stretching orientation, second-step bidirectional synchronous stretching and third-step lateral expansion stretching as well as sintering and sizing at the sintering temperature of 120-200 DEG C to obtain the polyolefin film.

A transparent or translucent modular upstanding seam flange panel unit comprising opposed seam flange panels mounted in metal male and female locking engagement members designed to interlock and provide an internal gutter for collecting infiltrating water and for accommodating lateral expansion and contraction of the panels as well as a method for erecting an architectural structure for passing sunlight into an interior region of a building using such panel units.

An electrochemical generator comprising thin films including a positive electrode and its collector, and a sheet of a host metal intended to later on constitute a negative electrode, as well as an electrolyte which is conductive towards alkaline ions and also a source of alkali ions. The sheet of the host metal has voids whose quantity and arrangement are capable of locally absorbing any lateral expansion of the sheet of host metal and thereby substantially preventing all cumulative change in the plane of the sheet of host metal when there is an initial formation of alloy in the sheet between the host metal and an alkali metal which is brought about by the alkaline ions. A method of manufacturing such a generator is also described.

The invention relates to a reinforced concrete rectangular column reinforcing method, drilling small holes in the reinforcing region of the rectangular column, planting rib materials, winding FRP cloth onto the surface of the rectangular column and forming transverse restriction to the concrete column, where connecting drawknots are arranged to connect the rib materials with FRP cloth, so as to restrict lateral expansion deformation of the FRP cloth and improve the restriction to the in-column concrete, and the planted rib materials are wire materials with a certain compressive strength, and the FRP cloth is unidirectional, bidirectional or multiangular fiber reinforced composite cloth. And it is mainly applied to the reinforcing field of reinforced concrete structures and used to improve anti-seismic tensility of the reinforced concrete rectangular column.

The invention relates to the technical field of software development, in particular to a continuous integration method based on container virtualization. The continuous integration method comprises the following steps: S101: submitting a code; S102: code update: updating the submitted code; S103: compiling and packaging items; and S104: carrying out container virtualization, and operating a mirror image through a virtualized container. After the method is adopted, a container virtualization technology is selected, difference in a practical environment is shielded through docker, and an application operation environment is uniformly specified through a dockerfile. Compared with a virtual machine, the docker is low in cost and simple in operation and can adapt to frequent deployment in the test environment. In addition, on the basis of a container virtualization technology, the continuous integration method can carry out interference-free deployment in a single machine environment, can conveniently carry out lateral expansion, can automatically carry out continuous integration after the code is automatically submitted on the basis of a git trigger mechanism, and reduces an artificial workload.

A modular lateral expansion device to be inserted into a vertebral body. The modular lateral expansion device comprises a pair of complementary lateral members. Each of the lateral members includes a first end, a second end, a first lateral portion, a second lateral portion, a top wall, a bottom wall, and a cavity configured through the top wall and the bottom wall. The top wall includes a top ridge and a top contour surface and the bottom wall includes a bottom ridge and a bottom contour surface. The top ridge and the bottom ridge are inwardly angled into the second lateral portion. The first lateral portion includes a plurality of cuts. The second lateral portion includes a first slot positioned at an edge of the second lateral portion and a second slot positioned in a substantially central area of the second lateral portion.

The present invention provides (1) diffusion bonding methods for joining metallic materials like carbon steels or stainless steels,interposing a bonding material, such as 10 to 80 mu m thick Ni-based alloy with the melting point of 1150 DEG C. or lower,between base materials, heating so that the length heated at 800 DEG C. or above measures from 3 to 20 mm, in case of joining stainless steels a bonded layer, further, being heated between the both melting points, and applying the compressive stress, for example 0.5 to 2 kgf/mm2, so that a lateral expansion ratio is made within 1.0 to 1.1, and (2) a joined structure having the bonded joint formed thereby.

The invention relates to a construction method of a blasthole stemming structure for drilling blasting and a concrete block structure for the method. The blasthole stemming structure comprises a cylindrical-conical reinforcement built-in concrete block structure, a buffer section and a rock ballast filling body meeting certain grain size requirements, wherein one end of the cylindrical-conical reinforcement built-in concrete block structure is conical while the other end is cylindrical. After shock waves formed after explosion of a blasting cartridge pass the buffer section, concrete blocks on the blocking section generate velocity of movement towards the orifice direction under the action of the buffer section, the rock ballast filling body is squeezed and generates dislocation due to the wedging effect of the upper cone during movement so as to be squeezed and compacted, and bonding power and friction force among particles increase sharply. Meanwhile, the rock ballast filling body generates lateral expansion, however, the squeezed and compacted rock ballast blocks the cylindrical-conical reinforcement built-in concrete block from rushing outwards due to the constraint effect of the hole wall, so that detonation gas is effectively prevented from escaping from the blasthole, acting time of the detonation gas on rock is prolonged, explosive energy is fully utilized, and blasting effect is enhanced.

The invention discloses an elastoplastic device for expansion joints in buildings and road engineering. The elastoplastic device comprises a cast-in-place concrete layer and a bituminous concrete pavement layer arranged on the upper end of the cast-in-place concrete layer, wherein the center of the cast-in-place concrete layer is provided with an expansion joint filled with sponges or foams; the center of the bituminous concrete pavement layer is provided with a notch which is filled with expansion elastomers and broken stones and is internally provided with a cover plate; lower expansion bolts are symmetrically arranged around the upper part of the cast-in-place concrete layer; lateral expansion bolts are symmetrically arranged around the inner side of the bituminous concrete pavement layer; and steel bars are arranged between the end parts of the lateral expansion bolts and the lower expansion bolts. The device disclosed by the invention has the advantages of simple structure and reasonable design, and is convenient and rapid in construction; the performance requirements of the expansion joints can be met, special expansion members are not needed to be arranged, and the problem of short service life of other expansion devices under small stroke can be effectively solved; and the device disclosed by the invention has the characteristics of good elasticity and neat and beautiful appearance, and can bear vehicle load.

A pneumatic radial ply tire (86, 104) having a tread (106), a carcass (96, 108) with two sidewalls (88a, 88b, 116a, 116b), a radial ply structure (98, 110), and a belt structure (103, 117) located radially between the tread and the radial ply structure. Each sidewall is reinforced with at least one wedge insert (89a, 89b, 118a, 118b, 120a, 120b) which comprises alternating regions (90a, 90b, 122a, 122b) of flexible material and layers (91a, 91b, 124a, 124b) of stiffer material. The layer (91a, 91b, 124a, 124b) of stiffer material constrain the lateral expansion of the wedge insert (89a, 89b, 118a, 118b, 120a, 120b) during runflat operation to provide good riding comfort during normal inflation operation and good sidewall reinforcement during runflat operation.

In a semiconductor device of the present invention, two epitaxial layers are formed on a P type single crystal silicon substrate. In the epitaxial layers, P type buried diffusion layers and P type diffusion layers are formed, which form isolation regions. In this event, the P type buried diffusion layers are formed by being expanded from a surface of a first epitaxial layer. By use of this structure, lateral expansion widths of the P type buried diffusion layers are reduced. Thus, the device size of an NPN transistor can be reduced.

The invention relates to a strain type lateral expansion force testing device and a measuring method. The strain type lateral expansion force testing device comprises a measuring device, a data collecting device and a loading device. The measuring method comprises the following steps of performing water soaking expansion testing on specimens with same initial wet density states under non-load andnon-lateral strain conditions, and obtaining the expansion limit water content and corresponding dry density of the specimens with same initial wet density states under the condition of stable expansion; performing gradual loading type cementing testing on the specimens with same initial wet density states under the conditions of expansion limit water content and corresponding dry density, measuring the lateral pressure coefficient K0 at different dry densities, and stripping the lateral expansion force from the lateral resultant force. The strain type lateral expansion force testing device and the measuring method have the advantages that the testing method and the device are simple, the operation is convenient, the structure is reasonable, and the manufacturing cost is economical; the problem of stability of expanded soil edge slope after wetting expansion in the long-time expected precise evaluation process of the field is solved, the important design parameters are provided for thedesign of engineering structures and wall back buffer layers in the expanded soil area, and the device and the method are suitable for being popularized and applied in engineering.

The invention provides a hyper-converged all-in-one machine system, and a lateral and longitudinal expansion method thereof. The system comprises an own computing resource, a network resource, an internal storage resource and an external storage resource, wherein the external storage resource is used for longitudinal expansion of storage resources; the computing resource provides a computing power for service; the network resource provides a communication channel for internal resources and provides an external communication channel for lateral expansion of the hyper-converged all-in-one machine system; the internal storage resource and the external storage resource are used for storing data in the hyper-converged system, lateral expansion and longitudinal expansion can be effectively completed; longitudinal expansion is carried out by the longitudinal expansion method of the system in combination with different external storage manners; the cold data are stored in external memory in the manner of cold and hot data hierarchy, the real-time monitoring is carried out on the usage situation of the stored data, cold and hot switching is carried out on the data, a longitudinal expansion node is prevented from becoming a storage performance bottle neck of the hyper-converged all-in-one machine system.

A modular lateral expansion device to be inserted into an intervertebral space. The modular lateral expansion device includes a first member and a second member. The first end and the second end comprise a first extension and a second extension respectively. The first extension and second extension outwardly protrude from the first member in a same direction and are positioned at an axis transverse to a longitudinal axis of the first member. The second member comprises a first end and a second end. The first end comprises a plurality of outwardly extended arms and a first passage positioned between the plurality of outwardly extended arms. The first end of the second member is dimensioned and configured to couple to the first end of the first member. The second end comprises a second passage dimensioned and configured to accommodate the second extension of the first member.