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42results about How to "Reduce the amount of opening" patented technology

Shield tunnel lining segment and reinforcing method thereof

The invention discloses a shield tunnel lining segment and further discloses a reinforcing method of the shield tunnel lining segment. An existing structure comprises a top-sealing block, a first adjoining block, a second adjoining block, a bottom-sealing block, a first standard block and a second standard block, wherein the first adjoining block and the second adjoining block are located at the two ends of the top-sealing block, and the first standard block and the second standard block are located at the two ends of the bottom-sealing block. The first adjoining block is connected with the first standard block, and the second adjoining block is connected with the second standard block. Steel strand hole passages are formed in the existing first adjoining block and first standard block, steel strands are arranged in the steel strand hole passages, and steel strand outlets are formed in the inner sides of the first adjoining block and the first standard block. The second adjoining blockand the second standard block are also treated in the same way. The reinforcing method comprises the steps that (1) the lining segment is prefabricated according to the borne load of a tunnel structure; (2) the stress condition of the lining segment is judged, and the reinforcing method of the lining segment is determined; and (3) the lining segment is reinforced. According to the shield tunnel lining segment and the reinforcing method, the overall rigidity and the deformation harmony of the tunnel structure are improved, and tunnel operation safety can be ensured.
Owner:TONGJI UNIV

Design and calculation method of zero bending moment shield tunnel cross section

The invention discloses a design and calculation method of a zero bending moment shield tunnel cross section. In the method, overall buried depth conditions, surrounding water and soil mechanical properties, underground water level conditions and the like of the top of a shield tunnel are analyzed according to formation conditions of the shield tunnel, the designed water and soil pressure mode of the shield tunnel is determined after comprehensive analysis, in this way, the rational axis and key parameters of shield tunnel cross section are designed, the cross section of the shield tunnel is of an egg-shaped structure which is small in the top and big in bottom, and the cross section theoretical bending moment of the shield tunnel cross section is zero under the effect of the designed water and soil pressure. The design and calculation method of the zero bending moment shield tunnel cross section has the advantages that the design and calculation method is simple and easy to operate, compared with a traditional shield tunnel, on the condition that the project cost is not basically increased, the bending moment of the designed zero bending moment shield tunnel is reduced to the greatest extent, therefore the cross section deformation of the shield tunnel and the expansion deformation of a pipe sheet longitudinal joint connector are avoided, breakage and water seepage of the pipe sheet longitudinal joint connector are prevented, and the using quantity of steel bars in a pipe sheet is reduced.
Owner:EAST CHINA JIAOTONG UNIVERSITY

Energy-saving control device and control method for controlling bucket rod of excavator to descend

InactiveCN109736373ASolve the problem of suctionSmall currentMechanical machines/dredgersTime rangePower flow
The invention relates to an energy-saving control device and control method for controlling a bucket rod of an excavator to descend. The energy-saving control device for controlling the bucket rod ofthe excavator to descend comprises a pressure sensor, a controller, an electromagnetic valve for controlling the bucket rod to descend, and a bucket rod valve core. The controller is used for collecting pressure signals in real time through the pressure sensor when the bucket rod carries out excavation action, then the current pressure value is obtained, and whether the pressure descending value within the preset time range is larger than or equal to the standard threshold value or not is judged; if the pressure descending value within the current preset time range is larger than or equal to the standard threshold value, it is judged that the pressure value of a large cavity of a current bucket rod oil cylinder is descended too fast, and it is determined that the phenomenon of air suctionis caused easily; and at the moment, the controller controls to reduce currents of the electromagnetic valve for controlling the bucket rod to descend in an electromagnetic valve set, then the openingamount of the bucket rod valve core is reduced, thus the oil amount of a small cavity of the bucket rod oil cylinder is reduced, the system back pressure is increased, and finally the problem of airsucking of the bucket rod is eliminated.
Owner:SHANGHAI SANY HEAVY IND

Arch web type ultra-high performance concrete prefabricated shield tunnel segment structure and design method

The invention relates to an arch web type ultra-high performance concrete prefabricated shield tunnel segment structure and a design method. The segment structure comprises a segment main body, wherein the segment main body comprises an arch crown, an arch web, an arch foot, a reinforcing mesh in concrete, a segment grouting hole and a segment joint groove, wherein the cross section of the arch web is of a cambered surface sheet-shaped structure, and the arch web has an arched longitudinal section. The method specifically comprises the following steps of 1), determining the thickness h1 of the arch crown and the thickness h2 of the arch foot; 2), calculating the bearing capacity of the normal section of the arch web area of the ultra-high performance concrete segment main body, and enabling the normal section of the arch web area to be equivalent to a rectangular section for reinforcement calculation; 3), rechecking of internal force of segment main body arch web area; and 4), comparing reinforcement results calculated according to the bearing capacity of the normal section of the flexural member with reinforcement results calculated according to the bearing capacity of the normal section of the large eccentric compression member, and selecting a scheme with a large reinforcement area for reinforcement. The method can solve the problem of poor crack resistance of the segment structure.
Owner:HUNAN UNIV

Double-layer lining shield tunnel deformation joint structure and shield tunnel

The invention discloses a semi-flexible and semi-rigid double-layer liner shield tunnel deformation joint structure. The structure comprises segments and linings, and laminated structural connection is formed between the segments and the linings in a non-deformation joint section; in a deformation joint section, the segments is continuously provided with N segment deformation joints at a predetermined length L at each interval, and N is an integer greater than or equal to 1; in positions corresponding to deformation joints of the segments, the linings are provided with lining small sections, lining deformation joints are arranged at the junction of the lining small sections and adjacent non-deformation joint sections, and the lining deformation joints and the segment deformation joints arearranged longitudinally in a staggered mode; and the invention further discloses a shield tunnel. According to the semi-flexible and semi-rigid double-layer liner shield tunnel deformation joint structure and the shield tunnel, the longitudinal rigidity of the deformation joints is higher than that of conventional flexible deformation joints, the opening amount of the segment joints can be reduced effectively, and the waterproof effect of a double-layer lining structure is improved; N segment deformation joints are arranged at the deformation joint sections to jointly share the opening amountof the segment joints; and the segments and the lining deformation joints are staggered in space, and the transverse shear can be resisted effectively to prevent slab staggering.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Casing leakage plugging small workover operation method

The invention relates to a casing leakage plugging small workover operation method. The method sequentially comprises the following steps that (1) a position of a casing leakage breaking section is determined; (2) a bridge plug is arranged below the casing leakage breaking section; (3) the position above a rubber plug is filled with a quartz sand protective layer; (4) an oil pipe is run and cementpaste is injected to the position above the leakage breaking section; (5) after the tubing string is tripped out to a safe distance, a wellhead, is closed, pressing is performed to squeeze the cementpaste into a leakage layer, and it is guaranteed that the cement paste is still higher than the top of a leakage section; (6) a well is closed under pressure, and waiting on the cement paste is performed for 36 hours or longer; (7) the tubing string is tripped out, and a cement drilling tubular column runs in hole to drill and grind a cement section; (8) oil pipes are additionally connected one by one, and the cement drilling tubular column is downwards advanced until the cement section is completely drilled off; (9) pressure testing is performed to confirm whether a leakage point is successfully blocked or not, and then the oil pipe is detached one by one until the cement drilling tubular column is completely tripped out of the wellhead; and (10) if the leakage point is not successfullyblocked, the step (4) is re-executed. And if the leakage point is successfully blocked, a quartz sand protection layer is flushed, and the rubber plug is fished out. According to the operation method,a casing can be repaired under the condition that a small casing is not hung.
Owner:CHINA PETROCHEMICAL CORP +2

Quick pipe wrench

The invention discloses a quick pipe wrench which comprises a wrench handle body, a movable jaw and a fixed jaw, a front-back through rectangular long groove used for installing the movable jaw is formed in the upper half part of the front end of the wrench handle body, an adjusting strip body is arranged at the tail end of the movable jaw, the adjusting strip body is inserted into the rectangularlong groove, the fixed jaw is arranged at the lower half part of the front end of the wrench handle body, the fixed jaw is corresponding to the head part of the front end of the movable jaw, lower stop teeth are arranged on the lower end surface of the adjusting strip body of the movable jaw, a small stop block is arranged on the upper end face of the wrench handle body, upper stop teeth are arranged on the upper end face of the small stop block, the lower stop teeth of the adjusting strip body are correspondingly meshed with the upper stop teeth of the small stop block, an upper round hole is formed in the inner wall of the top of the rectangular long groove, a spring pin is arranged in the upper round hole, and the lower end of the spring pin abuts against the upper end surface of the adjusting strip body. The quick pipe wrench has the function of quickly adjusting the opening, the function of continuously and rapidly repeating the ratchet screwing on pipe fittings with different diameters can be realized, and the working efficiency of an operator are greatly improved.
Owner:威海市力钰实业有限公司

A shield tunnel lining segment and its reinforcement method

The invention discloses a shield tunnel lining segment and further discloses a reinforcing method of the shield tunnel lining segment. An existing structure comprises a top-sealing block, a first adjoining block, a second adjoining block, a bottom-sealing block, a first standard block and a second standard block, wherein the first adjoining block and the second adjoining block are located at the two ends of the top-sealing block, and the first standard block and the second standard block are located at the two ends of the bottom-sealing block. The first adjoining block is connected with the first standard block, and the second adjoining block is connected with the second standard block. Steel strand hole passages are formed in the existing first adjoining block and first standard block, steel strands are arranged in the steel strand hole passages, and steel strand outlets are formed in the inner sides of the first adjoining block and the first standard block. The second adjoining blockand the second standard block are also treated in the same way. The reinforcing method comprises the steps that (1) the lining segment is prefabricated according to the borne load of a tunnel structure; (2) the stress condition of the lining segment is judged, and the reinforcing method of the lining segment is determined; and (3) the lining segment is reinforced. According to the shield tunnel lining segment and the reinforcing method, the overall rigidity and the deformation harmony of the tunnel structure are improved, and tunnel operation safety can be ensured.
Owner:TONGJI UNIV

Wind-inlet-volume-adaptive-adjustment wind energy LED lighting street lamp

The invention discloses a wind-inlet-volume-adaptive-adjustment wind energy LED lighting street lamp. The wind-inlet-volume-adaptive-adjustment wind energy LED lighting street lamp structurally comprises a wind-volume adaptive device, a wind power generation device, lighting lamps, lamp stands, a wind direction trace device, a vertical column and a base, wherein the base is perpendicularly connected to the bottom of the vertical column; compared with the prior art, the wind-inlet-volume-adaptive-adjustment wind energy LED lighting street lamp has the advantages that the wind-volume adaptive device is additionally arranged on the wind energy street lamp, and by combining a protection cover, wind-volume self-adjusting mechanisms and spring groups, the lamp can self-adapt to the wind speed; when wind power is small, a wind inlet can be enlarged, and contains much wind, and power generation of a wind energy power generator is facilitated; when the wind power is large, the wind speed is detected by a wind speed sensor and is delivered to the wind-volume self-adjusting mechanisms to self-adjust the size of the wind inlet, the wind inlet volume and the wind inlet speed are decreased accordingly, and it is effectively avoided that as wind power is over large, the wind power generation device is damaged.
Owner:尤德逢
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