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461results about How to "Increase construction costs" patented technology

System and method for implementing media interaction of the IPTV

The present invention provides a method and a system for implementing media interaction of the IPTV. The method includes: a user terminal sending a request for a TVOD media file or a TSTV media file to a marginal stream media server in a marginal P2P area in which it resides; the marginal stream media server which is requested sending the first data block of a target media file to the user terminal; the user terminal playing the first data block of the target media file immediately after receiving the first data block of the target media file, at the same time, requesting a content delivery network agent in a P2P area of a terminal side in which the user terminal resides for an information list of content delivery network nodes capable of providing subsequent data blocks of the target media file; the content delivery network agent returning the information list of content delivery network nodes capable of providing the subsequent data blocks to the user terminal; the user terminal requesting to download and play the subsequent data blocks of the target media file. The present invention possesses advantages of high service quality, mitigating the pressure on the center stream media server and the marginal stream media server, and reducing the construction cost of the system
Owner:ZTE CORP

SBS (styrene-butadiene-styrene) modified regenerant, preparation method thereof and asphalt regeneration method

The invention discloses an SBS (styrene-butadiene-styrene) modified regenerant. Components of the SBS modified regenerant include, in mass percent, 10-20% of SBS, 15-60% of 90A asphalt, 20-60% of extract oil, 4-20% of DOP (dioctyl-phthalate) and 0.05-0.3% of stabilizers. The invention further discloses a preparation method of the SBS modified regenerant and a method for regenerating the SBS modified asphalt by the aid of the SBS modified regenerant, and regenerative SBS modified asphalt is prepared. The SBS modified regenerant is made of raw materials easy to purchase, simple in process, convenient in production, fine in storage stability, stable in physical and chemical property and suitable for serving as a special regenerant for hot in-place recycling construction and hot recycling. Various indexes such as high-temperature stability, low-temperature crack resistance, elasticity and the like of the aged SBS modified asphalt can be obviously improved.
Owner:YINGDA HEAT REGENERATION

Template structure and method for template support of cast-in-place concrete arc-shaped terrace

The invention discloses a template structure and a method for template support of a cast-in-place concrete arc-shaped terrace. The template structure comprises a template support frame body and a template fixing system, wherein the template fixing system comprises arc-shaped beam bottom plate templates, seat plate bottom templates, arc-shaped beam outside upper templates, arc-shaped beam outside lower templates and arc-shaped beam inside templates, wherein the arc-shaped beam outside lower templates are positioned below the arc-shaped beam outside upper templates; internal supports are arranged between the arc-shaped beam outside upper templates and the arc-shaped beam inside templates for supporting and enable the arc-shaped beam outside upper templates and the arc-shaped beam inside templates to keep set intervals; split bolts are used for connecting and fixing the arc-shaped beam outside upper templates and the arc-shaped beam inside templates; split bolts are used for connecting and fixing the arc-shaped beam outside lower templates and the arc-shaped beam inside templates; the arc-shaped beam bottom plate templates are respectively connected and fixed with the bottom ends of the arc-shaped beam outside lower templates and the arc-shaped beam inside templates; the seat plate bottom templates are respectively connected and fixed with the upper ends of the arc-shaped beam outside lower templates and the arc-shaped beam inside templates.
Owner:CHINA CONSTR SEVENTH ENG BUREAU THE SECOND CO LTD

Renewable energy generating, power transmission and transformation and electrical network access integrated system

The invention relates to a renewable energy generating, power transmission and transformation and electrical network access integrated system, for the purpose of providing an access system capable of preventing impact or trawlnet caused to an electrical network. The technical scheme is as follows: the integrated system comprises renewable energy integrated generating units, at least one high voltage direct current transmission (HVDC) line, at least one inverter and a power generation field computer monitoring system, wherein the output end of each renewable energy integrated generating unit is connected with a high voltage direct current bus; one end of the HVDC line is connected with the high voltage direct current bus; the other end of the HVDC line is connected with the direct current input end of the large-power inverter; the alternating current output end of the large-power inverter is connected with an alternating current large electrical network; the power generation field computer monitoring system is connected with an electrical network dispatching control center and receives dispatching orders; and the power generation field computer monitoring system is also connected with the renewable energy integrated generating units and gives generating set values.
Owner:梁一桥

Plastic sleeve concrete pile and method thereof for reinforcing soft soil foundation

The invention relates to a plastic sleeve concrete pile and a construction method thereof. the plastic sleeve concrete pile comprises a cover board, plastic sleeves, pile tips, concrete and sleeve joints, wherein the top of each plastic sleeve is connected with the cover board and the lower part is connected with each pile tip, every two plastic sleeves are connected by the sleeve joint, and the concrete is poured in the plastic sleeves. The construction method comprises the following steps: connecting the prefabricated pile tips with the plastic sleeves, pulling the plastic sleeves together with the pile tips into an immersed tube after lifting the immersed tube at a certain height, starting a plastic sleeve concrete pile driver to drive the plastic sleeves with the pile tips together into the pile length designed depth, lifting the immersed tube after filling water into the plastic sleeves until 1/2-2/3 of pile length but remaining the plastic sleeves and the pile tips into the foundation, pumping filled water in the plastic sleeves, and pouring a concrete pile body and the cover board into the plastic sleeves to be made into the plastic sleeve concrete pile. The plastic sleeve concrete pile has small soil extrusion action, uneasy broken pile, flexible and rapid construction, easy control of pile body quality, higher bearing capacity of single pile and good cost performance; and the pouring is not influenced by outside.
Owner:HOHAI UNIV

Prestressed composite truss girder and construction method of the same

InactiveUS6915615B2Maximizing material use efficiencyMaximize efficiencyTruss-type bridgeFloorsPre stressUltimate tensile strength
The present invention relates to prestressed composite truss girder and construction method of the same. The prestressed composite truss girder of the present invention comprises a concrete bottom plate having structure of composite truss; a lower-chord member being composed of prestressed concrete wherein prestress is induced to resist against the elongation strength generated when composing and not composing and to reduce the droop occurred at the state of composition and having perpendicular and horizontal cross-section of certain shape and certain length; web members wherein vertical chords and diagnal chords composed of rolled steel to upper plate of said lower-chord member; and upper-chord member combined with said web members along the longitudinal direction of said lower-chord member to resist against the compressive force generated before said concrete bottom plate being composed.
Owner:WON DAE YON

Indoor positioning system

The invention discloses an indoor positioning system which comprises a plurality of positioning anchor points which periodically transmit self ID information through encrypted / non-encrypted broadcastframes, a positioning label which is arranged on a target to be positioned and scans and receives the ID information of the positioning anchor points and the signal strength RSSI values correspondingto the positioning anchor points, and emits the information and values in a wireless mode, a positioning gateway which receives and sends out the information sent by the positioning label in a wireless mode, a positioning server which receives the ID information of the positioning anchor points, the signal strength RSSI values and the ID of the positioning label, searches the positioning information of the corresponding positioning anchor points through the received ID information of the positioning anchor points, calculating the distance value between the positioning label and each positioning anchor point through the received signal strength RSSI value, and obtaining the indoor positioning information of the positioning label through a positioning algorithm. According to the indoor positioning system, high positioning precision can be obtained, and the requirements of rapid large-area coverage can be met.
Owner:重庆慧联无限科技有限公司

Anchor rope geogrid retaining structure and method for constructing same

The invention discloses an anchor rope geogrid retaining structure and a method for constructing the same. Each retaining structure (1) is provided with multiple levels of side slopes; each single level of side slope structurally comprises more than two basic structural units (4); each basic structural unit comprises a lower waterproof and drainage geogrid wrapped reinforced compacted soil layer and an upper geogrid wrapped reinforced compacted soil layer; a vegetation bag is placed at a certain position of each geogrid wrapped reinforced compacted soil layer and is close to the corresponding side slope; an anchor rope is arranged at the bottom of each level of side slope, is close to a side of the side slope and is connected with geogrid of the corresponding geogrid wrapped reinforced compacted soil layer, and the geogrid of each geogrid wrapped reinforced compacted soil layer is close to the inner side of the corresponding side slope; a top waterproof structural layer is arranged on the top of the top level of flexible retaining structure; ground drainage facilities are arranged on the surfaces of the slopes and include bottom drainage ditches, platform drainage ditches and top intercepting ditches. The anchor rope geogrid retaining structure and the method have the advantages that the method and the anchor rope geogrid retaining structure are particularly applicable to repairing side slopes damaged by water, or the anchor rope geogrid retaining structure is particularly suitable to be used as a decomposed rock or soil cut slope retaining structure.
Owner:海南省交通规划勘察设计研究院

Pulley bracket platform with large-column-grid and large-area grid structure and construction method thereof by utilizing pulley bracket method

The invention relates to a pulley bracket platform with a large-column-grid and large-area grid structure and a construction method thereof by utilizing a pulley bracket method. A bracket body comprises a tower bracket, a suspended span bracket and a suspended overhang bracket; two longitudinal tower brackets are connected through a cross bracket; the bottoms and the tops of two traverse tower brackets are connected with the suspended span bracket; the top of the external side of the tower bracket is connected with the suspended overhang bracket; a steel pipe arranged on the bottom end of the tower bracket is sheathed on a pulley, and the axis of the steel pipe coincides to the axis of the pulley; the pulley is arranged on a guide rail; a sleeper is laid below the guide rail, and the sleeper and the guide rail are fixed in a spot welding mode; a pulley is arranged on the bottom surface of the pulley bracket platform; and the shift of a construction platform is realized by shifting the pulley. Compared with the traditional scaffold, the invention the advantages that the erecting amount and the dismantling of the scaffold can be reduced; the problems of overlarge deflection value and overlarge displacement deviation of a grid bracket to be erected because of overlarge integral settlement of a construction bracket are simultaneously avoided and can be widely applied to the installation and the construction of the large-column-grid and large-area grid structure.
Owner:THE THIRD CONSTR ENG CO LTD OF CHINA CONSTR SECOND ENG BUREAU

Tower crane foundation in building basement and manufacturing method of tower crane foundation

The invention discloses a tower crane foundation in a building basement and a manufacturing method of the tower crane foundation. The tower crane foundation is manufactured into an orthogonal beam slab type reinforced concrete tower crane foundation composed of an orthogonal beam and a slab. During manufacture, a pit of the tower crane foundation is dug in the building basement, and then the orthogonal beam is poured in a traditional mode of pouring reinforced concrete and the slab is poured on the orthogonal beam, and meanwhile, at least one circle of water retaining boards is fixedly inlaid around the slab; base plate surface ribs of basement base plates are embedded according to a traditional mode of pouring the basement base plates, and then the basement base plates are poured; and after the basement base plates are poured, the water retaining boards are inserted into the basement base plates around the slab, so that the orthogonal beam slab type reinforced concrete tower crane foundation is connected with the basement base plates into one. The tower crane foundation has the advantages of fastness, convenience and high efficiency in construction, low construction and operation cost, reliability in performance, safety in operation, convenience in operation and the like.
Owner:CHINA CONSTR FOURTH ENG DIV

Wdm layer-based optical chanel protecting device and method thereof

The present invention discloses a WDM layer-based OChP device and the method thereof, i.e., M protection channels are added in the transmitting module and the receiving module to connect to receiving ends and transmitting ends of M protection channels in the WDM system; a switching device is added so as to switch signals in specified working channels to specified protection channels or switch signals transmitted in specified protection channels back to specified working channels according to switching requests from the WDM system; wherein M and N are natural numbers, and M<N. Because the number M of protection channels is less than the number N of the working channels, compared with 1+1 or 1:1 protection solution, this solution helps to save optical wavelength resource and initial cost. In addition, compared with 1+1 or 1:1 protection solution, when M>1, this solution can significantly reduce the risk of ruined backup performance due to above failures, without requiring increased cost.
Owner:HUAWEI TECH CO LTD

Small hard rock shield tunneling machine for mine

The invention provides a small hard rock shield tunneling machine for a mine. The small hard rock shield tunneling machine solves the problem that in the prior art, when the excavation diameter is excessive small, normal maintenance and tool changing are affected, a weak broken stratum cannot be adapted, and safety risks exist. The small hard rock shield tunneling machine comprises a front shieldbody provided with a rotating cutter head, the small hard rock shield tunneling machine is characterized in that a cutter head maintenance space is arranged at the front end of the interior of the front shield body, the front shield body is provided with small gripper shoe mechanisms, and a large gripper shoe mechanism is arranged on a gripper shoe shield at the rear of the front shield body; a propulsion hydraulic cylinder is arranged between the gripper shoe shield and the front shield body; a translational sliding frame is arranged on a belt telescopic guide groove disposed inside a tail shield body at the rear end of the gripper shoe shield, and the translational sliding frame is provided with a pipe segment erector and an anchor rod drill rig; and a telescopic main engine belt conveyor is arranged on the middle portions of the front shield body and the gripper shoe shield and in a belt telescopic guide groove in a penetrating mode. The small hard rock shield tunneling machine is reasonable in design, compact in structure and small in excavation diameter, can perform mixed support by pipe segments and anchor rods, can adapt to long distance tunneling of the weak broken stratum,and has high operation efficiency, and use is safe and reliable.
Owner:SHENYANG TIAN AN TECH CO LTD

Anchor pile type well foundation and construction technique thereof

The invention discloses an anchor pile type caisson foundation, which includes a foundation body. A bore grouting pile is arranged below the foundation body. The invention also discloses a construction technique for an anchor pile type caisson foundation which includes the following steps: (1) sinking the caisson to a designed elevation; (2) drilling and grouting concrete in the caisson to form a bore grouting pile; (3) pouring bottom sealing concrete at the lower end of the caisson to carry out bottom sealing; (4) sealing the top part of the caisson. The invention fully optimizes the characteristics of the caisson foundation and a pile foundation; has a plurality of advantages and characteristics of reducing the construction cofferdams, reducing the project amount of the foundation, fastening the construction speed and having remarkable economic benefits; has extremely high popularization and application values.
Owner:TIANJIN MUNICIPAL ENG DESIGN & RES INST

Prefabricated light steel fireproof load-bearing combined wall structure

InactiveCN103437463AFacilitate batch prefabricationNo significant effect on fire resistanceWallsHeat proofingThermal insulationKeel
The invention discloses a prefabricated light steel fireproof load-bearing combined wall structure which is formed by fixedly connecting sandwich wallboard units on two sides and a light steel joist framework unit at the middle. Each sandwich wallboard unit comprises an A-side wall board and a B-side wall board; and an autoclaved aerated concrete slat (3) and thermal insulation cotton (2) are spaced between the A-side wall board and the B-side wall board. The light steel joist framework unit is formed by fixedly connecting a cold-formed steel upright (5), a cold-formed steel guide rail and an autoclaved aerated concrete short column (8) of which the thickness is equal to the height of a web of the cold-formed steel upright. Adjacent sandwich wallboard units on the same side are inserted into an autoclaved aerated concrete butt-joint slat (9) through grooves (13) in the long sides thereof to realize splicing. The sandwich wallboard units and the light steel joist framework unit are connected through self-tapping screws to realize wall splicing. By adopting the structure disclosed by the invention, full prefabrication can be realized, the structure is light, and the steel consumption is reduced; and moreover, the structure has the characteristics of thermal insulation, sound insulation and fire resistance and is suitable for a load bearing wall system of a multi-story building.
Owner:SOUTHEAST UNIV

Small-tube-diameter carbon nano-tube purification device and small-tube-diameter carbon nano-tube purification method

The invention relates to a small-tube-diameter carbon nano-tube purification device and a small-tube-diameter carbon nano-tube purification method. The small-tube-diameter carbon nano-tube purification device comprises a reaction kettle, a heat exchanger, a secondary acid storage tank, a diffusion dialysis device and a pressure filter. The small-tube-diameter carbon nano-tube purification method comprises the following steps: adding acid liquid and small-tube-diameter carbon nano-tube raw material powder into the reaction kettle to react, introducing a small-tube-diameter carbon nano-tube solution obtained after reaction into the pressure filter for pressure filtration, performing water-washing and drying on a small-tube-diameter carbon nano-tube in the pressure filter to obtain a small-tube-diameter carbon nano-tube finished product, introducing waste acid liquid filtered by virtue of pressure filtration into the diffusion dialysis device for purification, and introducing the purified acid liquid into the secondary acid storage tank; introducing acid mist generated in the reaction kettle into the heat exchanger for cooling, and introducing the cooled acid liquid into the secondary acid storage tank; performing concentration adjustment on the acid liquid in the secondary acid storage tank and then introducing the acid liquid into the reaction kettle. According to the small-tube-diameter carbon nano-tube purification device and method disclosed by the invention, the acid mist generated in a purification process is cooled and recycled, and the waste acid liquid generated in a production process is purified and recycled, so that the environment pollution caused by the acid mist and the waste acid liquid can be reduced, and the production cost can be reduced.
Owner:WUXI DONGHENGNEWENERGYTECHNOLOGYCO LTD
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