79results about How to "Avoid relocation" patented technology

The present invention relates to a method and network device for selecting a combining point at which at least two redundant transmission paths are combined to a single transmission path in a transmission network comprising at least two selectable combining points (B-J). The combining point is selected by a method using at least two measurement-based selection criteria to which different priorities are allocated. The selection result of a selection criterion with a higher priority is used as a constraint for a selection based on a selection criterion with a lower priority. The selection criteria are applied to lengths or loads of the redundant transmission paths or the single transmission path. Thereby, an optimized combining point can be obtained to thereby lower delays for combined traffic and increase efficiency of network utilization.

The present invention concerns a method and system for avoiding unnecessary handovers, relocations and / or anchoring during packet calls in a wireless telecommunication system. Data to be sent to a mobile terminal is stored in a data buffer. The data is sent to the mobile terminal when the amount of data in the buffer exceeds a predetermined threshold value. When a relocation or anchoring request is received, relocation or anchoring is performed only if one or more conditions are fulfilled. The conditions are preferably timers or adaptive thresholds. In a preferred embodiment, anchoring is performed only if a first timer has expired and relocation is performed only if the first and the second timers have both expired. When a handover is done, it triggers either anchoring or relocation. Therefore, the present invention lowers the number of handovers needed, and thus the number of anchoring and relocation cases.

The invention discloses a construction method for cropping a bridge pile foundation at a sandy gravel stratum of an abyssal region. A passive underpinning principle is adopted; firstly, an enclosing structure is constructed behind an existing bridge abutment by a certain distance, and a temporary cofferdam is constructed in a river, so that operation space is provided; an underpinning pile foundation and an underpinning bearing table are constructed in the enclosing structure, and dead loads of an existing bridge is transferred to an underpinning pile and the underpinning bearing table; and a pile breaking channel is dug below the underpinning bearing table, and the pile is finally removed with a manual hole digging method. According to the method, on the premise that the construction quality is guaranteed, the construction schedule can be quickened, the manufacturing cost is reduced, and influences of underpinning construction on existing buildings, pipes and ground transportation are reduced; and the construction method has the technical advancement and has social benefits and economic benefits.

An apparatus for forming a pool includes a panel of waterproof material supportable by a surface of a concaved area of sand and at least one pouch coupled to an outer edge of the material, the at least one pouch capable of holding a weighting substance and preventing an entire outer edge of the material from being relocated by wind.

The invention belongs to the field of waste disposal and mine coal extraction methods, and relates to a method for achieving coal pillar mining replacement through gangue strip filling, in particularto a waste comprehensive utilization method for coal-electricity integrated enterprises. Down-hole coal pillars are replaced through power plant flyash, heavy salt water and mine waste gangue, and theresource recovery rate and the economical benefits are increased.

A collapsible bicycle rack to be transported at the rear of a motor vehicle for carrying bicycles that are aligned vertically with their front wheels facing up. The bicycle rack includes an upper front wheel support having stationary front wheel holders and oppositely-aligned adjustable front wheel holders that can be moved relative to the stationary front wheel holders to vary the distance therebetween in order to support the front wheels of bicycles having different diameters. The bicycle rack also includes a lower rear wheel support that rotates simultaneously with the upper front wheel support between an unfolded deployed configuration extending outwardly from an upstanding main support bar and a collapsed compact configuration lying adjacent the upstanding main support bar.

A passive optical network with a protection mechanism and its method of relocation are provided. A plurality of optical network units is defined in several optical network unit groups. Each optical network unit connects to two couplers. The two couplers connect respectively to two different optical line terminals, which are controlled by a controller. Thus, when the optical lines run out or are overloaded, the controller relocates the optical network units dynamically.

The invention provides an inter-city pipeline underground continuous wall construction method. Through the adoption of the method in the construction, the integrity of the underground continuous wall is good, the verticality is high, the anti-penetration performance is good, the wall body can be successfully sealed, the pollution to the surrounding environment is less, and the underground structures can be better protected. The inter-city pipeline underground continuous wall construction method comprises the following steps: the pipeline is dug, examined and reinforced; wall guiding construction is performed in the pipeline scope; groove building construction is performed, which comprises: firstly, soil masses at both sides of the pipeline are dug with a groove milling machine; secondly, a guiding track frame is arranged along one side of the pipeline; thirdly, a reversible cutting machine is placed in the track guiding frame; and fourthly, the soil masses under the pipeline are laterally milled with the reversible cutting machine; after the groove is milled, a reinforcement cage is hanged in; and the concrete is poured into the pipe.

The invention provides a method for constructing an underground continuous wall traversing an urban pipeline; and the method is utilize to make the underground continuous wall have good integrality, high verticality, good anti-seepage performance and small influence on ambient environment, thereby well protecting underground buildings. The construction method comprises the following steps: a pipeline is planed, tested and reinforced; the guide wall is constructed; slurry is prepared; a groove is formed and constructed; after groove forming is completed, a guide rail rack is positioned in one sidewall of the groove; a suspension rack is positioned along the guide rail rack, wherein the suspension rack is provided with a trolley device inside; a trolley is provided with a braking system and a slide rail for a turned plate; a steelwork cage is processed, put down along the guide rail rack and positioned on the trolley; the slide rail of the turned plate is opened; the braking system of the trolley is utilized to translate the steelwork cage to the lower groove section of the pipeline along the slide rail of the turned plate; and the other steelwork cages are lifted and filled with concrete.

A holder for mounting conduits and tubes at a carrier in airplanes, comprising a basic body and at least one slide-in part. In this context, the basic body has a recess for receiving the slide-in part. The slide-in part is held in an end position in the recess. By means of the slide-in part, the basic body may be disposed at the carrier. The holder is designed to receive conduits and tubes with a diameter in the order of magnitude of 30 to 50 mm thickness.

The invention provides a method for underpinning an antifriction separator for shallow underground space construction. The method comprises the following steps that: firstly, the antifriction separator and a supporting tube are arranged on jacking construction equipment; secondly, when the construction equipment is jacked in, the antifriction separator and the supporting tube are driven to the right position gradually; thirdly, a fixing device is used for fixing the antifriction separator; fourthly, the jacked equipment exits; finally, a prefabrication structure is jacked from a start working well by a synchronous jack so as to underpin the supporting tube in underpinning space under the antifriction separator. The invention also discloses an antifriction separator underpinning device for the shallow underground space construction, comprising the antifriction separator, the supporting tube and the fixing device, wherein the antifriction separator separates an upper overburden layer from the top surface of the supporting tube; and the antifriction separator is fixed on a space enclosing structure through the fixing device. The device and the method solve the problem of earthback pressure effect generated by rectangular jacking method and box culvert jacking method in underground space construction, can smoothly complete construction under a condition that earth covering is hardly disturbed, thereby achieving the aims of protecting periphery environment, reducing measurement cost and reducing the whole working period.

The invention discloses a suspension protection structure and a method of a cable box culvert pipeline. The structure comprises two parallel shelving girders, a plurality of top section steel, a plurality of bottom section steel and a plurality of suspension mechanisms, wherein the two shelving girders are arranged above the tops of piles on the two sides of a cable box culvert in a longitudinal direction of the cable box culvert; the top section steel is arranged on the two shelving girders at intervals; the bottom section steel is arranged below the cable box culvert via the suspension mechanisms; and the top section steel and the bottom section steel are correspondingly arranged vertically and are perpendicular to the longitudinal direction of the cable box culvert. The structure is provided with the shelving girders, the top section steel, the bottom section steel and the suspension mechanisms, so that suspension protection can be performed on the cable box culvert, early relocation of the pipeline is avoided, the construction period of a project is saved, the cost of the project is lowered, the safety of the pipeline is ensured, the influence of construction on the society is reduced, and a technical guide can be provided for a future similar project.

The invention provides a construction method for underground pipelines spanning foundation pits without modification and relocation, comprising the following steps: a. Excavating the soil on both sides of the pipeline to form underground grooves; The first steel cage and the second steel cage that protect and support the outside of the pipeline; c. lift the first steel cage and the second steel cage at the same time and place them in the underground grooves on both sides of the pipeline; d. Translate the first reinforcement cage and the second reinforcement cage in the same direction to make the first reinforcement cage and the second reinforcement cage contact; space; f. Pour concrete into the first reinforcement cage and the second reinforcement cage respectively to form the first wall width and the second wall width; g. After recycling the sand bags, construct the first wall width and the second wall width External ground connection wall. The invention reasonably solves the problem of design and construction of the ground connecting wall enclosure structure under the working condition that the underground pipeline across the foundation pit is free from modification and relocation.

An assembly that includes a target component mounted for rotation about an axis, a sensor mounted adjacent the inner member and directed toward the inner member to measure the rotational speed of the target component and an outer component interposed between the sensor and the target component. Low magnetic permeability of the outer component is assured by appropriate selection of the material, maintaining the concentration of martensite in the outer component below a reference concentration as indicated by certain reference indices such as the Instability Function, and / or by maintaining the temperature at which a stamping operation is performed on the inner member above a pre-determined temperature.

An assembly that includes a target component mounted for rotation about an axis, a sensor mounted adjacent the inner member and directed toward the inner member to measure the rotational speed of the target component and an outer component interposed between the sensor and the target component. Low magnetic permeability of the outer component is assured by appropriate selection of the material, maintaining the concentration of martensite in the outer component below a reference concentration as indicated by certain reference indices such as the Instability Function, and / or by maintaining the temperature at which a stamping operation is performed on the inner member above a pre-determined temperature.

A noninvasive photoplethysmographic sensor platform for small animals provides a spring biased sensor clip, wherein at least one side of the sensor clip is provided with a saddle faced clip face member. The saddle shape of the clip face member may have a hinge end, toward the hinge of the clip, which is longer in the longitudinal direction of the clip and shorter in depth than the distal end. The shorter distal end side (measured longitudinally) of this saddle shape facilitates the ability to align the transmitted and received light with the bone, while the overall saddle shape of the facing provides a physical grip to capture enough tissue to prevent the clip from relocating over time while it is attached to the limb. The shorter hinge end side (depth-wise) also allows the clip to close when it is fully assembled. The edges of the saddle shaped clip are preferably rounded off to prevent the contusions of the tissue that may result from long-term contact. This saddle faced feature works well on only one side of the clip.

The invention discloses a tool of jacking pipe entering tunnel in foamed soil without the need of foundation reinforcement outside a pit and a construction method thereof. A foamed soil cabin-filling tunnel-entering area is arranged in a jacking pipe work well in combination with a building enclosure provided with an machinable body in advance, a double-hoop water stopping unit and a tunnel hole liquid nitrogen ring are internally arranged, and thus a guarantee is achieved; and a jacking pipe safely enters the tunnel through a series of auxiliary measures, for example, steel plates are connected piece by piece to achieve well joint closing. Pipeline moving and road occupying which are needed for a conventional jacking pipe tunnel-entering reinforcement mode are completely avoided, meanwhile, destruction of soil ecological conditions of corresponding regions is avoided, environmental protection is achieved, and the tool and the construction method are particularly suitable for the urban center city area of which underground pipelines are intensive and ground traffic is busy and green areas which have strict ecological protection requirements.

The invention discloses a method for safely and environmentally mining a mineral resource and developing industrial tourism. The method is characterized by comprising the following steps of respectively grinding, proportioning and sieving coal ash, steel slag and coal gangue, selecting iron ore in the coal ash, the steel slag and the coal gangue through magnetic separation, selecting valuable mineral substances through select floatation, obtaining tail slag, preparing and obtaining slurry through the tail slag, injecting the slurry in a mine hole which is in mining through a pipeline and a hole, obtaining a pouring stone supporting body by solidifying the slurry, supporting the geology in a mining area, supporting the mine hole while mining, mining residual mineral around the mining area, developing the industrial tourism for the mining area after the residual mineral is mined completely. According to a safe and environmental mining novel technology related to the invention, the environmental resource development and utilization is combined with the ecological restoration, the environmental development, the cyclic development and the low-carbon development are advanced while the whole mineral resource is fully mined and utilized in a safe environment, and the whole filling technology is cheap in economy, reliable in technology and excellent in environmental performance.

The present invention provides a radio therapy apparatus integrates fanctions of therapeutic design, analogue location, position-arranging restoration, intensity-regulating radiotherapy, dose-monitoring and control and prescriptino modification, having no need of moving patient and completing whole therapeutic process by one-step. It is characterized by that several cobalt-60 sources for making spiral tomoirradiation and matched collimator and correspondent location, safety-check and proving systems are mounte don the therapeutic main machine rotating-body structure-layer drum. It can raise intertarget dosage several times over and can reduce peripheral normal tissue damage dosage several time over.

The invention discloses a pit backfill casting stone made from fly ash, steel slag and coal gangue, and is characterized in that the casting stone prepared by fly ash, steel slag, coal gangue powder, lime, gypsum powder and a blowing agent. Directed at a plurality of mine holes and geological instability in coal mine and mining and metallurgy areas, and problems of a lot of tailings and wastes such as fly ash, coal gangue, steel slag and the like left behind, the invention proposes a casting stone proportioning scheme. Various raw materials are processed into powder and turned into slurry which is then injected into the mine holes and culverts for condensation, and can slowly generate a hydraulic cementing material mainly composed of calcium silicate, aluminate and iron aluminate. By the blowing agent, the casting stone can expand to fill the space which is not injected with the casting stone, and will not pollute the groundwater layer and soil texture at the same time.

The invention provides a repair technology for a drainage pressure reducing well. The repair technology includes the steps that first, cleaning is conducted in an original well; second, inserting tube tools are prepared, the inserting tube tools comprise a filter tube and steel retaining devices, the length of the filter tube is 0.5-1 meter larger than the length of a filter tube of a well tube of the original pressure reducing well, filter holes are evenly distributed in the outer wall of the fiber tube, the outer wall of the filter tube is coated with a filter net, a tube plug is arranged at the bottom end of the filter tube, the top end of the filter tube and the bottom end of a water rising tube are connected to form an inserting tube with the length being larger than the depth of the original pressure reducing well, the steel retaining devices are round pieces with inserting holes formed in the middles, and the diameter of the outer edge of each steel retaining device is equal to the inner diameter of the well tube of the original pressure reducing well; third, the inserting tube tools are inserted into the well tube of the original pressure reducing well in a downward mode, and the filling space of at least 80 mm is reserved between the inserting tube tools and the well tube of the original pressure reducing well; fourth, fifth, sixth and seventh, filter materials are evenly backfilled to the filter tube along the filling space so that the filter tube is full of the filter materials, coarse sand is backfilled to the position 1-1.2 meters higher than the bottom of the water rising tube, clay is backfilled to the position 2-2.2 meters lower than the top of the water rising tube, and concrete is backfilled to the position on the top of the water rising tube; eighth, a wellhead is manufactured. The pressure reducing well repaired through the method has an original drainage function, the phenomenon that a waste well is subjected to landfill treatment and is shifted again to build the pressure reducing well is avoided, and the project cost is lowered.

The invention discloses a log writing method and device, a system and a computer storage medium. The method comprises the steps that an end point page number which is written into a log is read from avariable area of a log disk; the log is written into a data area page corresponding to the end point page number to form a log page; the writing position corresponding to the log page and a data section number which the log page belongs to are acquired and stored into a bitmap area of the log disk; in the variable area of the log disk, one is added to the end point page number which is written into a log, and whether or not the log is written to a tail disk of the log disk is judged; if yes, an end point which is written into the log is set to a disk head.

The invention discloses a movable drilling guiding and positioning device. The movable drilling guiding and positioning device is characterized by comprising a base support, a first positioning support and a second positioning support; the base support is of a frame structure; a plurality of base positioning holes are symmetrically formed in two vertical side edges of a base; the first positioning support is of a frame structure; a positioning pulley is installed on a first horizontal positioning edge of the first positioning support, and a pulley rod of a base pulley is connected to the other first horizontal positioning edge of the first positioning support; after the pulley rod penetrates through the two first vertical positioning side edges, the two ends of the pulley rod are fixed to the two vertical side edges of the base through adjustable fixing sets; the second positioning support is of a U-shaped structure; the two ends of a U-shaped opening are fixed to the two first vertical positioning side edges through movable shafts; a plurality of symmetrical second positioning support positioning holes are formed in the two second vertical positioning side edges; a positioning rod penetrates through the two symmetrical second positioning support positioning holes and then penetrates through two symmetrical fixed through pipes. By means of the movable drilling guiding and positioning device and the drilling guiding and positioning method, even wall construction under pipelines is achieved, pipeline modification in city building envelope construction is avoided, and the even wall construction under ultra-wide pipelines is achieved.

The invention relates to a construction method of a foundation pit enclosure used in the influence range of pipelines. The construction method comprises the steps that deep grooves are excavated alongthe outer sides of the two edges of a foundation pit to be excavated correspondingly, wherein the sides, far away from the foundation pit, of the deep grooves are slope surfaces; an enclosing piles are arranged at gaps of the pipelines in the deep grooves, a pile top crown beam is arranged by taking the enclosing piles as a support, and a steel bar joint is reserved at the bottom of the pile topcrown beam; a retaining wall is arranged on the surfaces of the slope surfaces; the foundation pit is excavated in a layered mode, and at the same time enclosing walls are arranged between every two enclosing piles; and after excavation of the foundation pit is completed, earthwork is backfilled between the retaining wall and enclosing walls. Through the construction of the retaining wall and enclosing walls, the earthwork on the two sides of the foundation pit is reinforced, the arranging number of base piles during the construction of the pile top crown beam is reduced, the pipelines and thefoundation pit enclosure can be arranged alternately, the relocation of the original pipelines is avoided, and the construction method has the advantages that the engineering quantity is effectivelyreduced, the operation is simple, the overall stability of the foundation pit enclosure structure can be effectively improved, the construction progress can be accelerated, the construction cost can be saved, and the influence on water, electricity, gas communication and the like of residents is small.

In a method and device for determination of a position shift, first image data of a body region of a treatment-positioned patient that contain derivable temperature information are acquired. A focal area in the body region is determined, and the focus of a hyperthermia applicator can be aligned on the focal area. Second image data of the body region of the treatment-positioned patient that contain derivable temperature information are acquired, and a position shift of the focal area is determined by a comparison of the second image data with the first image data.

A relocation detection unit includes: an acceleration sensor adapted to detect acceleration generated in the apparatus, an arithmetic section adapted to obtain a first calculation value by performing Nth-order integration on detected value of the acceleration sensor at a predetermined timing, wherein N is a predetermined positive integer, a correction section adapted to obtain a second calculated value by adding / subtracting a specific value to / from the first calculation value at the predetermined timing, and a detection section adapted to detect that the apparatus has been relocated if the second calculated value exceeds a preset reference value.

The invention discloses an underground space exploitation excavation construction method comprising the following steps: firstly, respectively building a work well on two sides of a to-be-constructed underground space, and arranging a lifting platform on one end of each work well; dividing the upper underground space into a plurality of horizontal channels penetrating the two work wells, and using a pipe-jacking method to arrange a box culvert above each horizontal channel; secondarily, dismounting side plates of the box culvert, casting a concrete structure on the top board of the box culvert, and pressing permanent columns between two adjacent box culverts; making a plurality of soil holes on the bottom plate of the box culvert, digging downward to excavate earthwork, building a middle plate on the bottom of the upper underground space, dismounting the bottom plate of the box culvert, digging downward so as to excavate earthwork to the bottom plate elevation, and casting a bottom board; finally, dismounting temporary columns, and casting permanent structure poles. The underground space exploitation excavation construction method can improve construction efficiency, can effectively reduce underground space construction influences on existing facilities and surrounding environments, thus effectively preventing landslide accidents, and greatly improving construction safety.

The embodiments relate to a method for the production of a refractory metal component by casting. The method includes providing a slip that contains a powder including at least one refractory metal or a compound thereof, in addition to at least one binding agent. The method further includes processing the slip by casting, (e.g., film casting or slip casting), to form at least one slip coating, the slip being devoid of a metal binding agent. A component was produced by this method. The embodiments may be used, in particular, on X-ray tubes, accelerator targets, or fusion reactors, such as for a surface of an X-ray anode, or a wall of a fusion reactor.

A pump has a housing, in which an electric motor and at least one pump stage that can be driven by a shaft of the electric motor are arranged. An inlet and an outlet are located on opposite sides of the pump housing. Connection lines for contacting the electric motor 3 are led through the inlet side of the pump housing to the electric motor.