137results about How to "Strong construction" patented technology

A physical quantity sensor for detecting a physical quantity includes: a first substrate having a first physical quantity detection element; a second substrate having a second physical quantity detection element, wherein the second substrate contacts the first substrate; and an accommodation space disposed between the first substrate and the second substrate. The first physical quantity detection element is disposed in the accommodation space. The first physical quantity detection element is protected with the first substrate and the second substrate since the first physical quantity detection element is sealed in the accommodation space.

Methods and constructs including a fixation device and a suture for fixation of soft tissue to bone, or of soft tissue to soft tissue, which amplifies the body's healing response created by the introduction of the suture material and the material properties of the fixation device. Fixation of soft tissue to bone (or of soft tissue to soft tissue) is conducted using a suture (for example, a suture strand, braid, a suture tape, or a combination thereof) and a fixation device (for example, a bone anchor, implant or screw). The suture and fixation device are manufactured from materials that have properties to amplify the body's healing response. Materials such as synthetic bioresorbable polymers (for example, poly-lactic acid) are utilized in the fabrication of orthopedic fixation devices. Once these materials are introduced into the body and are exposed to in vivo conditions, the devices manufactured with these materials undergo hydrolysis and degrade while maintaining specific mechanical properties over time.

An auxiliary push bumper for a motor vehicle which is clamped to the original bumper by brackets attached to bumper guards on such push bumper. The push bumper is made of a plurality of bumper sections made of extruded aluminum whose ends are releaseably attached to the bumper guards for easy repair of the push bumper by replacement of a damaged bumper section. In one embodiment the push bumper includes a center section formed of an extruded aluminum u-shaped channel with an diagonal stiffening plate inserted into such channel. The center section is fastened at its opposite ends to a pair of bumper guards which may each be formed of a metal loop and a metal reinforcing plate attached to such loop and to the ends of the center section. A pair of curved side sections of the bumper are fastened at their inner end to the bumper guard plates and fastened at their outer end to the frame of the vehicle. A pair of side lights may be mounted on the bumper guards to transmit light beams from the sides of the vehicle. A second pair of front lights may be mounted on the center section of the bumper to project light beams from the front of the vehicle.

The dismountable multi-position stander has a carriage, a body support assembly, and a mounting assembly detachably mounting the body support assembly onto the carriage in a single coupling direction. The mounting assembly has upper and lower mounting elements detachably engaging with each other in the coupling direction. The lower and upper mounting elements are respectively connected to the carriage and the body support assembly.

An endcap assembly (10) for attachment to a front end of a stowage bin (12) is provided. The endcap assembly (10) includes an integral inner panel (16) and an outer panel (18) coupled to the inner panel (16). The integral inner panel (16) has one or more reduced thickness portions (26) and one or more brackets (22, 24) extending from the reduced thickness portions (26).

A method utilizes a locking device that includes a shackle member having a shank with a latch portion and a stop at opposite ends. A locking head mounts in a locked state on the latch portion but is removable when unlocked. A sleeve is carried on the shank but is removable. The sleeve and the shank together define a size conversion structure for the shackle. When the sleeve is on the shank, the shackle has one operative thickness to closely fit one size aperture, but when the sleeve is removed, the shackle has another, smaller operative thickness to fit a smaller aperture. A retaining member may be employed to resist removal of the sleeve. Two or more sleeves may be used to fit more than two apertures. These can be separately mountable onto the shank or may be nested on the shank, one inside of the other.

The invention discloses a water epoxy floor coating which is a double-component emulsion coating comprising a component A and a component B, wherein the component A comprises water, a water epoxy curing agent, an addition agent, a filler and paint; and the component B comprises liquid epoxy resin, a reactive diluent and an environmentally-friendly type organic solvent; and the proportion of the component A to the component B is 10:3. The water epoxy floor coating has the advantages of the avoidance of the environmental pollution and the harm to the health of the human body, strong ventilation property, suitability for moist base planes and satisfaction of environmentally-friendly requirements and can be widely applied to the field of the industrial floor coating.

An aerosol valve actuator with a valve stem engaging portion, product dispensing opening, and flexible and expandable product conduit between the engaging portion and dispensing opening. The product conduit is molded at least in part of a first expandable flexible plastic material softer than a second plastic material of the remainder of the actuator. The remainder of the actuator is first molded, followed by molding the first plastic material to form at least a part of the product conduit. After the actuator has been actuated to dispense a foaming product and actuation ceases, the post-foaming product expands within the product conduit since the conduit expands to absorb the product expansion. Actuator cap and base product dispensing side openings align only during valve actuation. Base inwardly flexible members and cap internal ramps bias the cap upwardly when actuation ceases. Base upper portion telescopes in base lower portion during actuation.

A tailgate (1) for a vehicle cargo box has top (5) and bottom (3) aluminum structural members held in spaced relationship from one another by rigid end members. The aluminum structural members are preferably made from an extrusion process making the tailgate light and strong as well as cost effective.

A one-piece container closure with a collar, leaflets hingedly attached to the collar, and thin flexible foldable webs attached to and extending between the leaflets. The leaflets are flat with the webs folded beneath in closed closure position. The leaflets are pivoted upwardly with webs unfolded therebetween in open position. An integral cap is attached to the collar by a snap-action bow-tie hinge. A central pin on the cap seals with the leaflets when the cap is closed. The closure is integrally molded in open position with raised leaflets and unfolded webs, leaflets then being lowered and the webs folded to closed position while the closure is still warm.

The invention relates to a device for driving a wheel of a vehicle. The device includes a hub for carrying the wheel in a rotationally fixed manner, a planetary gear connected between a driving axle and the hub, which planetary gear includes a planet carrier which is connected in a rotationally fixed manner to the hub, and an arrangement for fixing the hub and the planet carrier in the intended position relative to one another in the axial direction. Both the hub and the planet carrier include a hole which extends in the axial direction. At least one of the holes forms at least a part of a continuous opening through the hub and the planet carrier in the axial direction. The fixing arrangement comprises an elongate element arranged in the continuous opening and an arrangement for fixing the hub and the planet carrier relative to one another in the axial direction via the elongate element.

The invention discloses an excavation and support method of large cross-section tunnel through fault fracture zone. The initial support structure of tunnel comprises a whole cross-section support system and the lattice girder and shotcrete support structure of the tunnel. A temporary support structure of middle-partition wall is arranged between a left pilot tunnel and a right pilot tunnel. The actual construction includes the steps: 1, excavation of the upper tunnel body; 2, the judgment of the initial support deformation of the tunnel arch wall and the construction of the replacement arch; 3, excavation of the lower tunnel body. The excavation and support method of large cross-section tunnel through the fault fracture zone has reasonable design, simple construction, and good use effect.Only the upper half section of the tunnel is excavated by the center diaphragm method, and the excavation cross-section is reduced so that the stability of the arch roof is ensured. The whole cross-section support system and the temporary support structure of middle-partition wall are supported by the underpass beam and joined together to form a stable monolithic support system, which can avoid the sinking of the supporting arch and ensure the stability of the initial support effectively. Besides, the construction of replacement arch is conducted on only half cross-section of the tunnel and the cost can be saved, and the construction safety can be ensured.

Methods using vane electrostatic precipitators collect charged and uncharged particles with vane assemblies that are physically arranged to reduce the air flow rate to at or below 1.0 ft/sec (0.305 m/sec). In preferred embodiments, the main entrained air is divided into smaller proportions by using a plurality of vane assemblies in a vane electrostatic precipitator operating at a specific angle that have discharge electrodes in front of the vanes. This results in both the particles being charged and the flow rate of the air and articles being reduced as they traverse between vanes and over the vane surface. The vane width, operating angle, vane length and vane offset are designed to reduce the air flow rate. As a result, at the ends of the vanes, a high percentage of the air flow is less than 1 ft/s. This allows the particles that are discharged from the vanes during operation to fall by gravity and in the direction of lower air flow, resulting in extremely low re-entrainment and efficient particle collection.

The invention discloses a construction method of a large-section tunnel crossing fault fracture zone. The construction tunnel cavern is divided into a tunnel upper cavern body, a tunnel lower cavern body and a tunnel bottom cavern body from top to bottom; the tunnel upper cavern body comprises a left pilot tunnel and a right pilot tunnel; the tunnel lower cavern body is divided into a left cavernbody, a left-middle cavern body, a right-middle cavern body and a right cavern body from left to right; practical construction comprises the following steps: (I) excavating the tunnel upper cavern body; (II) excavating the tunnel lower cavern body; (III) excavating the tunnel bottom. The method disclosed by the invention has the advantages of simple steps, reasonable design, convenience in construction and good using effect; only the upper half section of the tunnel is excavated by median septum excavation, thus the excavation section is reduced, and the vault stability is guaranteed; moreover, the left and right pilot tunnels have enough space and thus the construction is facilitated; meanwhile, a full-section support system and a mid-partition temporary support structure are both supported through lower bearing beams and are connected to form an overall support system with a stable structure, thus sinking of the primary support arching can be avoided while the stability of primary support is effectively guaranteed.