350results about "Gaskets" patented technology

Disclosed herein are a wireless terminal-interoperable home network system and a method for controlling the same. A home server is linked with a security device and camera installed in a building to, when the security device senses entrance/exit of an outsider into/from the building, acquire an internal image of the building from the camera and send the acquired image to a wireless terminal of a user to enable the user to monitor the internal situation of the building in real time. The user can access the home server over a wireless communication network from a remote place outside of the building without separate access to the Internet to receive the internal image of the building and check the internal situation of the building on the basis of the received internal image, resulting in an increase in convenience of use.

A DC-DC converter to convert DC power input from an external source into a predetermined DC power required for an electric load. A switch part in which each of a pair of switches that cuts or supplies the input DC power is connected in parallel with at least one other switch. A current sensor senses a load current flowing through the electric load and a controller controls the switch part to enable a number of the switches according to an intensity of the load current sensed by the current sensor. The enabled switches are driven by a PWM signal to cut or supply the input DC power to the load. By changing the number of enabled switches, unnecessary switching is prevented for lower load currents.

Numerous embodiments of one or more layers of void-maintaining synthetic drainable base courses (“VMSDBC's”) are provided as incorporated into landfills and other waste containment facilities. Key advantages of landfills and methods according to the invention include a substantial decrease in the necessity for conventional gravel and sand layers, and an increase in the effective volume of a landfill or similar facility. Moreover, the invention decreases the cost attendant to locating, transporting, and forming conventional rock, sand and gravel materials into discreet layers.

To provide a non-aqueous electrolyte secondary battery adapted to prevent an internal short circuit between an positive electrode and a negative electrode caused by the penetration of electrically conductive micro particles through a separator, which occurs when winding up electrodes, and manufacturing methods of an electrode used therein, whereby the non-aqueous electrolyte secondary battery having a coiled electrode assembly is formed through the multilayer winding of an positive electrode 90 having a metallic collector 76 coated with an positive electrode mixture 78 composed of an positive electrode active material that occludes and liberates lithium ions, a negative electrode 86 having a metallic collector 82 coated with a negative electrode mixture 84, composed of a negative electrode active material that occludes and liberates lithium ions, and a separator 72 interposed between the positive electrode and the negative electrode, wherein the positive electrode 90 has an insulating layer 100 formed by means of the dried coating method, the heat seal tape method, or the hot melt coating method on a portion of the metallic collector 76 which is uncoated with the positive electrode mixture 78 and opposed to the negative electrode 86 coated with the negative electrode mixture 84, through the separator 72.

The invention discloses a waterproofing construction method for a basement of building engineering. The method comprises the following steps: S1, dust, sundries, oil stains and visible water on the surface of a base are cleared to make the surface flat and clean; S2, a control line for coil laying is released on the base, so as to accurately control the laying position and lap width of a coil andprevent dislocation, deflection and the like during coil laying; S3, on the basis of foundation treatment and elastic line positioning, construction of 1:2.5 waterproofing mortar is conducted on internal and external corners, the internal and external corners shall be round corners, and R of the arc of the internal and external corners is larger than or equal to 50. Waterproofing performance of inner reinforced concrete is strengthened by the PV100 waterproofing coil, and the PV100 waterproofing coil can form continuous and permanent full adhesion combination with poured concrete, so that water channeling is effectively prevented; the waterproofing coil is tightly adhered to the structure, cannot be affected by uneven settlement of the base, and construction of the next process can be directly performed without construction of a protective layer.

A method is disclosed for constructing, verifying, and maintaining underground vaults that isolate and contain radioactive burial sites. The method employs a buoyant lift technique to isolate a block of soil containing the contaminates from the surrounding soil. An impermeable synthetic liner is embedded in the vault to enhance the integrity of the system. The integrity of the vault is monitored by a system of sensors placed both inside and outside of the sealed vault. The method eliminates the need to excavate or drill in the contaminated areas.

A system for reinforcing and facing a wall comprises a plurality of facing baskets and corresponding substantially horizontal reinforcing members, arranged in a plurality of layers. An impermeable membrane is positioned to uninterruptedly span two or more layers. At each of one or more layers, different portions of the impermeable membrane are positioned (a) between the substantially horizontal portion of the facing basket and the bottom surface of the corresponding reinforcing member, (b) around the outer end of the corresponding reinforcing member, (c) along the top surface of the substantially horizontal portion of the facing basket, and (d) angled upward toward an adjacent layer.

The invention provides a waterproof coiled material pre-paving and inverted sticking process. A waterproof coiled material is paved under a basement bottom plate and on a cushion layer and comprises an HDPE bottom film, a self-adhesive glue film and a reaction sand anti-sticking layer. The reaction sand anti-sticking layer is arranged on the self-adhesive glue film. The HDPE bottom film is arranged under the self-adhesive glue film. The waterproof pre-paving construction technology comprises the following processes of a, basic layer examination and acceptance, b, working surface transfer, c, basic layer cleaning, d, joint enhancement treatment, e, snapline positioning; f, coiled material paving, g, coiled material lapping treatment, h, coiled material head unwinding and fixing, i, self-checking and acceptance and j, working surface transfer. According to the waterproof coiled material pre-paving and inverted sticking process, compared with a traditional waterproof method, the construction time and the maintenance time of a leveling layer and a protective layer are omitted, the structure level is optimized, so that the construction period is greatly shortened, and the construction cost is greatly reduced; and the effects of environmental protection and safety are achieved, solvent and fuel are not needed in the construction process, environmental pollution and firefighting hidden dangers are avoided, and energy sources are saved.

A distributed router includes: a number of ports adapted to be connected to peers via a network, to receive messages containing packets and entry information from the peers, and to output the packets for transmission to destinations; a switching fabric adapted to switch the packets received through the respective ports to output the packets to corresponding output ports; and at least one line card adapted to extract the entry information of the peers from the messages received via the input ports, to process the entry information according to a preset routing protocol to determine a best route, and to output the packets received from the peers through the corresponding output ports according to the best route.

The invention discloses an anti-washout ecological greening protective face of a refuse landfill side slope. The anti-washout ecological greening protective face comprises a to-be-greened refuse landfill side slope, wherein a geomembrane fixedly covers the refuse landfill side slope; a three-dimensional geomat fixedly covers the geomembrane; and a mixture of greening seeds and a soil body is laid in the three-dimensional geomat. Meanwhile, the invention also discloses a construction method for the ecological greening protective face. The anti-washout ecological greening protective face and the construction method thereof disclosed by the invention solve the problems that a highly-polluted soil body of a refuse landfill is not suitable for plant growth and the planting soil body on the side slope cannot be kept and cannot form a green ecological side slope.

The invention discloses a composite anti-seepage structure for red mud tailing ponds, which comprises an anti-seepage layer, a flexible protective layer and a rigid protective layer, wherein the anti-seepage layer is arranged on a side slope, the flexible protective layer is arranged on the anti-seepage layer, the rigid protective layer is arranged under the anti-seepage layer, an isolating layer is also arranged between the rigid protective layer and the anti-seepage layer, wheat straws or rice straws and clay are mixed to form the isolating layer, and the materials of the anti-seepage layer include polycarbonate, polytetrafluoroethylene, polybutylene terephthalate, fly ash, hammer-milled glass fibers, graft copolymerization acrylic acid derivative, antioxidant, ultraviolet light absorber and anti-aging agent. The physical and chemical properties of the adopted anti-seepage materials are stable, the low-temperature properties and the ageing resistance are excellent, the right-angled tear resistance is high, the reliability of joints is high, the strength of the whole anti-seepage layer structure is high, and the composite anti-seepage structure has extremely high tensile strength and elongation in order to adapt to local anti-piercing strength on sand and stones in a large-area tailing stack, thus ensuring that wastewater from red mud cannot seep into the ground during the usage of the stack.

The invention provides an underground impermeable-membrane plug connector and a construction method thereof. The underground impermeable-membrane plug connector comprises a connector body, wherein atleast one grouting slot unit is arranged in the connector body; each grouting slot unit comprises a first grouting cavity and a second grouting cavity which communicate with each other; openings are arranged at side ends of the connector body and communicate with the first grouting cavities correspondingly; plugs are arranged in the grouting slot units, and comprise linking sections, adaptive mounting sections and limiting sections; the linking sections extend out of the connector body from the openings; the adaptive mounting sections are movably inserted into the side parts of the openings; and the limiting sections are clamped in communication positions between the first grouting cavities and the second grouting cavities, extend into impermeable membranes or permeable membranes, and areconnected with the impermeable membranes or the permeable membranes through the linking sections. By the adoption of the underground impermeable-membrane plug connector provided by the invention, theproblem about how to apply the impermeable membranes to underground impermeable treatment construction can be solved, the construction quality and efficiency can be further improved, and the pollutionpossibly caused by construction can be reduced.

The invention discloses a high-molecular self-adhesive film waterproof roll welding and lapping structure and construction method. The structure comprises two pairs of rolls, two welding seams in the lapping edges, a reserved cavity positioned between the two welding seams in the lapping edges, and a sealing adhesive tape covering and bonded to the upper part of the lapping part, wherein the rolls at the lapping part adopt the structures without adhesive layers. The construction method comprises the following steps: taking the two pairs of high-molecular self-adhesive film waterproof rolls in place; removing the self-adhesive layers at the lapping part of the rolls through special equipment, and exposing a base layer plate; lapping the two welding seams in the lapping edges, where the adhesive layers are removed, of the two pairs of rolls through a welding machine; detecting the welding and sealing quality through the cavity reserved between the two welding seams; covering the lapping edges through sealing tapes to enable the lapping edges and the rolls on the two sides to both achieve the property of the self-adhesive film rolls. According to the structure and construction method, through the treatment of the adhesive layers, the rolls can be welded and lapped, the lapping edges can be subjected to airtight detection, the lapping is firm and reliable, and the adaptability is strong.

The invention relates to a building foundation impermeable membrane connecting device and a building foundation impermeable membrane connecting method, which are suitable for engineering construction of hydraulic engineering dams, reservoir dams, channels, ponds and the like so as to meet impermeable functional requirements, the tensile strength between new membranes as well as between a new membrane and an old membrane in an impermeable system can be effectively guaranteed, and the impermeable requirements are satisfied. The connecting device comprises inner pipes and outer pipes, wherein insertion openings are axially formed in pipe bodies of the inner pipes, bayonets are axially formed in pipe bodies of the outer pipes, and the outer pipes are clamped on the upper surfaces of impermeable membrane coiling layers which are wrapped outside the inner pipes, so that impermeable membranes I and impermeable membranes II which are used by two building foundations are connected together segment by segment, and the outer pipes as well as the inner pipes are abutted one by one. According to the building foundation impermeable membrane connecting device and the building foundation impermeable membrane connecting method, the leakage problem of the connecting positions of the impermeable membranes is solved, the impermeable purpose is achieved, and the engineering quality is effectively increased.

The invention discloses a construction method of a polymer self-adhesive film waterproof roll capable of being constructed in a rainy season. The construction method comprises the following steps of 1) cushion layer construction, 2) base layer cleaning, 3) roll plane laying, 4) roll vertical face laying, 5) roll long edge lap joint, 6) roll short edge lap joint, 7) pile head treatment, 8) internaland external corner treatment, 9) anchor rod treatment, and 10) subsequent rebar binding and concrete pouring. According to the construction method, a back face lap joint adhesive covering layer is additionally arranged on the long edges of the roll, the long edges are in lap joint to form lap joint of adhesive and adhesive, the short edges are in lap joint by pasting two kinds of matched polymerself-adhesive tape, and therefore the requirement for the rainy condition and even the open water construction environment is met, and the anchor rod joint part is prevented from leaking through measures such as a water swelling water stop ring.

The invention discloses a replaceable surface-layer combined water-stop structure for concrete structural joints. Grooves or reserved grooves are made on both sides of the structural joints on the concrete surface to form water-stop grooves. U-shaped rubber water-stop belts are glued The adhesive is glued to the bottom of the water stop, and two sets of stainless steel bolts are used to fix the two water stop pressure plates on both sides of the structural joint parallel to the structural joint, and the U-shaped rubber water stop is pressed tightly on the bottom surface of the water stop On the top, the raised U-shaped part of the U-shaped rubber waterstop is inserted into the structural split, and the sealant is injected between the gap material in the structural split and the raised U-shaped part, and the upper part of the U-shaped rubber waterstop Fill the elastic material, fill up the water stop groove, and paint the elastic waterproof coating on the surface of the water stop groove after filling, and the elastic waterproof coating will span the entire water stop groove and bond with the concrete structure on both sides of the surface. It can be widely used in newly-built concrete structures with anti-seepage requirements, joint water seals at the junction of new and old concrete, and renovation of old concrete structures.