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38results about How to "Effective deformation control" patented technology

Rigidity-flexibility-coupled tunnel monitoring support comprehensive system and method

The invention discloses a rigidity-flexibility-coupled tunnel monitoring support comprehensive system and method. The system comprises a plurality of parallel support arched racks and is characterized in that each support arched rack comprises a plurality of rigid support units which are sequentially connected, a flexible synthetic-material pad layer is arranged on the outer side of each rigid support unit, a primary concrete support layer is arranged on the outer side of each flexible synthetic-material pad layer, a secondary concrete spraying layer is arranged on the inner side of each rigid support unit. The system has the advantages that the overall support system is formed by the rigid support units, the flexible synthetic-material pad layers and the primary concrete support layers; distributed optical fibers and measuring devices are embedded into the flexible synthetic-material pad layers, and real-time monitoring of the whole section surrounding rock deformation of tunnels is achieved; the problems that an existing tunnel support system cannot effectively, reasonably and economically control surrounding rock deformation, and section surrounding rock cannot be simply and precisely monitored in real time are solved.
Owner:SHANDONG UNIV +1

Simulation assembling method used for continuous assembling construction of steel pipe arch rib segment bed jig method

The invention discloses a simulation assembling method used for the continuous assembling construction of a steel pipe arch rib segment bed jig method. The simulation assembling method comprises the following steps: 1) establishing an assembling platform and an assembling bed jig finite element model; 2) loading assembling load; 3) solving stress distribution and displacement distribution; 4) determining stress exceeding positions and the deformation amount of a supporting bed jig before and after loading is carried out: independently determining the stress exceeding positions on the assembling platform and the assembling bed jig, and meanwhile, determining the deformation amount of each supporting bed jig in the assembling bed jig before and after loading is carried out; and 5) determining a stress exceeding position reinforcement processing scheme and an assembling bed jig deformation control scheme: determining the reinforcement processing scheme of each stress exceeding position on the assembling platform and the assembling bed jig, and determining the deformation control scheme of each supporting bed jig. The simulation assembling method has the advantages of being simple in steps, reasonable in design, convenient in implementation and good in use effect, can precisely simulate the continuous assembling process of the steel pipe arch rib segment bed jig method, and also can provide an accurate basis for the deformation control of the assembling bed jig.
Owner:CHINA RAILWAY FIRST GRP CO LTD +1

Large cross-section tunnel supporting system construction method applicable to steep dip layered rock mass

The invention relates to the field of highway tunnel and railway tunnel surrounding rock supporting, in particular to a large cross-section tunnel supporting system construction method applicable to steep dip layered rock mass. The method is characterized in that when a forward inclination layer pilot tunnel and an upper part middle pilot tunnel are dug, a temporary support and first and second layer linings positioned in the positions of the forward inclination layer pilot tunnel and the upper part middle pilot tunnel are made; and when a backward inclination layer pilot tunnel and a lower part pilot tunnel are dug, a temporary support and a first layer lining positioned at the backward inclination layer pilot tunnel and the lower part pilot tunnel are made. The method has the advantages that by aiming at the steep dip layered rock mass tunnel digging damage features, the strength and the rigidity of top and arch part supporting structures are mainly reinforced; the strength and deformation characteristics of surrounding rock of tunnel top and layer exposure parts can be effectively enhanced; the deformation and the instability of the surrounding rock in the two weak positions are controlled; and the stability of the rock mass in the arch part or layer exposure parts is ensured.
Owner:SHANGHAI TUNNEL ENGINEERING RAILWAY TRANSPORTATION DESIGN INSTITUTE

Self-adaption decompression type grouting anchor rod

InactiveCN110331998AImprove the anchoring effectAchieve a fastening effectAnchoring boltsRubber ringEngineering
The invention discloses a self-adaption decompression type grouting anchor rod and solves the problem in the prior art that the reinforcing capacity of the anchor rod remains to be improved. The self-adaption decompression type grouting anchor rod comprises an anchor rod body, a self-adaption locking device, a grouting hole, a pulp stopping plug, a pulp stopping plug base plate, a fastening nut and a pulp blocking plug, wherein the anchor rod body is of a hollow pipe and is connected in the self-adaption locking device in a sleeving manner; the grouting hole is formed in the side wall, connected in rock in a sleeving manner, of the anchor rod body; one side, stretching out of the rock, of the anchor rod body penetrates through the pulp stopping plug and the middle of the pulp stopping plugbase plate, is connected with the self-adaption locking device in a sleeving manner, and is fixedly connected through the fastening nut; the pulp stopping plug is arranged at the end part of the anchor rod body; and the self-adaption locking device comprises a locking wedge mechanism, an upper sleeve, an isolating rubber ring, a positioning lower sleeve, a pulp stopping plug nut, a screw mat anda spring. According to the self-adaption decompression type grouting anchor rod, the upper sleeve decompress the anchor rod body through cutting a bulge, and the anchor rod body unloads the bulge beforehand, so that large deformation of surrounding rock is effectively controlled, the anchoring efficiency is improved, and the requirement of the anchor rod supporting technology in deep geotechnicalengineering is met.
Owner:魏志范

Drawing experimental device capable of testing performance of grouting anchor cable under water-containing condition

The invention relates to a drawing experimental device capable of testing the performance of a grouting anchor cable under a water-containing condition. The device comprises an anchor cable drawing mechanism, wherein the anchor cable drawing mechanism comprises a steel cylinder component, and the steel cylinder component is used for grouting and fixing a anchor cable in the steel cylinder; a drawing instrument component is used for performing a drawing experiment on the anchor cable which is subjected to grouting and fixing in the steel cylinder; in addition, the drawing experimental device further comprises a clamping seat mechanism, an upper half heating cylinder and a lower half heating cylinder. When the device is used, the steel cylinder can be heated through the upper half heating cylinder and the lower half heating cylinder to simulate geothermal heat, and meanwhile, torsion and impact force can be applied to a filling cavity through the impact oil cylinder and the torque oil cylinder on the clamping seat mechanism respectively, so that rock burst is simulated. According to the method, the stress and deformation rules of the anchor cable and the function of the anchor cable structure parameters on improving the stability and the bearing capacity of a supporting structure under different load action forms and different water-containing conditions of the surrounding rock can be analyzed by researching the interaction process of the anchor cable and the grouting surrounding rock, so that the optimal anchor cable supporting parameters and grouting time under different surrounding rock conditions can be obtained.
Owner:宁夏王洼煤业有限公司 +1

Device and method for controlling glue joint curing deformation of dissimilar material

The invention relates to a device and method for controlling the glue joint curing deformation of a dissimilar material in the technical field of automobile manufacturing. The method comprises the following steps of: independently controlling metal curing temperatures of parts to be cured at both sides of an adhesive by heating and cooling dies of which the shapes are matched with the shapes of the parts; determining a temperature control strategy of the dies at both sides according to the material properties of the parts to be cured and the adhesive; and clamping the dies and the parts to becured and carrying out dynamic control on the temperature variation of the dies at both sides so as to realize asymmetrical curing of an adhesive layer. According to the invention, the materials at both sides of the adhesive are kept to have the same thermal expansion capacity in the whole adhesive curing process and the directional curing from the high temperature side to the low temperature side of the adhesive layer is realized by utilizing the thermal insulation characteristic of the adhesive and changing the temperature distribution in two plates, so that the aims of controlling and eliminating the gluing deformation are fulfilled.
Owner:SHANGHAI JIAO TONG UNIV +1

Method for rapidly constructing anchor rods in soft rock large-deformation tunnel through step method

The invention discloses a method for rapidly constructing anchor rods in a soft rock large-deformation tunnel through a step method. The method comprises the following steps that S1, a tunnel upper step is excavated; S2, the lithological character of surrounding rock, strength, stress, the buried depth, the layer thickness and occurrence structure characteristic information are obtained, and the tunnel large-deformation grade is judged; S3, according to the tunnel large-deformation grade, the types of the anchor rods are selected, and concrete is initially sprayed; S4, construction preparationis conducted, and setting-out is conducted at short anchor rod mounting hole sites; and S5, the short anchor rods are mounted, grouting is conducted, and after grout reaches the strength, anchor baseplates are mounted. The construction method is suitable for a soft rock large-deformation railway tunnel, a soft rock large-deformation highway tunnel and similar underground engineering, according to the different construction procedures and space conditions of the step method, the short anchor rods are constructed firstly, then the long anchor rods are constructed, it is ensured that the anchorrod supporting effect can be exerted in time, and occurring and developing of large deformation are effectively controlled.
Owner:中铁五局集团成都工程有限责任公司 +1

Construction method for self-elevating drilling platform cantilever beam main beam

ActiveCN108487213AEasy to arrangeSolve the problem of large deformation of a single partArtificial islandsUnderwater structuresMaterials preparationButt joint
The invention discloses a construction method for a self-elevating drilling platform cantilever beam main beam. The self-elevating drilling platform cantilever beam main beam is constructed through the steps of material preparation, upper-lower wing plate butt joint, web splicing, inclined-V plate splicing, T-row fabrication and T-row folding. By means of the construction process, the problem thatthe deformation of a single part is large due to the fact that a narrow-strip-shaped groove is cut through flames is solved; structure assembling and welding are relatively dispersed, assembly line work is adopted, and reasonable arrangement of workshops is facilitated; meanwhile, deformation can be effectively controlled; main beam folding is performed on a horizontal jig frame, work high abovethe ground is avoided, and risks are further lowered; and after a component is segmented, synchronous construction can be realized, the construction cycle is shortened, and production efficiency is improved.
Owner:NANTONG ZHENHUA HEAVY EQUIP MFG

Circuit board procesing method

The invention relates to a circuit board processing method, comprising: a) bonding a reinforcing plate on a first surface of the circuit board, wherein the area of the reinforcing plate is at least 85% of the area of the first surface of the circuit board, and in the range of 80 to 170 DEG C, the peeling strength between the first surface and the reinforcement plate is greater than 35.0 gf / mm; b)performing surface mounting (SMT) on the second surface of the circuit board; c) performing chip-on-board (COB) packaging on the second surface of the circuit board; and d) peeling the reinforcementplate from the first surface of the circuit board. According to the method of the invention, the deformation of the circuit board in the processing process can be effectively controlled. By effectively controlling the area ratio of the reinforcing board to the circuit board to be processed, the deformation of the circuit board can be avoided in the reflow soldering process, the area of the reinforcing board can be reduced, and the peeling workload and the peeling difficulty of the reinforcing board can be simplified and reduced.
Owner:NINGBO SUNNY OPOTECH CO LTD

Remote sensor damping and vibration-isolation device improved based on bi-pod supporting mode

ActiveCN107255131AVibration reduction effect is effectiveFast and efficient conversionShock absorbersVibration isolationRemote sensors
The invention provides a remote sensor damping and vibration-isolation device improved based on a bi-pod supporting mode, and relates to the technical field of optical remote sensing vibration isolation. The remote sensor damping and vibration-isolation device comprises lower adapting supports, vibration isolation metal outer rods, vibration isolation metal inner rods and an upper adapting support, wherein the lower adapting supports are located in the same plane and horizontally fixed at the lower end of the remote sensor damping and vibration-isolation device; one end of each vibration isolation metal outer rod is fixedly connected with the corresponding lower adapting support, and the vibration isolation metal inner rods are fixedly mounted in the vibration isolation metal outer rods and extend out of the upper end faces, in the axial direction, of the vibration isolation metal outer rods; the ends, extending out of the vibration isolation metal outer rods, of the vibration isolation metal inner rods are fixedly connected; and the upper adapting support is fixedly mounted at the joint of the vibration isolation metal inner rods. The remote sensor damping and vibration-isolation device is high in vibration reduction efficiency and few in consumed system resource, functional separation of a rigid supporting structure and a damping and vibration reduction structure is achieved, the technical problem that the rigidity of a vibration isolation system is hard to maintain effectively is solved, and the temperature maintaining purpose of a working section of the damping and vibration isolation system is achieved.
Owner:BEIJING RES INST OF SPATIAL MECHANICAL & ELECTRICAL TECH

Energy absorbing beam, cab underframe structure of rail vehicle and rail vehicle

ActiveCN109094602AGood stabilityImprove the anti-collision energy absorption functionRailway wheel guards/bumpersRailway transportEnergy absorbingAutomotive engineering
The invention provides an energy-absorbing beam, a cab chassis structure of a rail vehicle and a rail vehicle. The energy-absorbing beam is connected with the cab chassis structure of the rail vehicle. The energy-absorbing beam comprises a cylindrical shell and at least one partition plate located inside the shell. The cross-sectional area of the housing gradually decreases in the direction from the rear end of the cab to the front end of the cab; The partition plate is connected with the inner wall of the shell, and the plane direction of the partition plate is mutually perpendicular to the traveling direction of the rail vehicle; A V-shaped notch is formed on the outer wall of a part of the outer shell facing the front of the rail vehicle, and a corner plate matching the shape of the V-shaped notch is welded on the V-shaped notch, thereby improving the collision-proof and energy-absorbing function of the cab chassis structure.
Owner:CRRC TANGSHAN CO LTD +1

Cold cutting die for titanium alloy precision-forged blade

The invention provides a cold cutting die for a titanium alloy precision-forged blade, which can effectively control the deformation for the side cut of the titanium alloy blade, improve the production efficiency and lower the production cost. The cold cutting die comprises an upper die plate and a lower die plate, as well as a punch and a lower die, wherein the upper die plate and the lower die plate are connected by a guide pillar and a ball guide sleeve in a matching manner, the punch is arranged on the lower die plate by a punch base plate, the cold cutting die is characterized in that the lower die comprises a female die and a support die, the female die is fixedly arranged on the lower die plate by a screw, the female die is internally provided with a vertical through slot and a horizontal through slot which are perpendicularly communicated, the support die is arranged in the vertical through slot, the lower end of the support die is supported by a rubber mat, the rubber mat is arranged on the lower die plate and positioned in the horizontal through slot, and the support die is 3-5mm higher than the female die under non-working state.
Owner:WUXI TURBINE BLADE

Device and method for controlling glue joint curing deformation of dissimilar material

The invention relates to a device and method for controlling the glue joint curing deformation of a dissimilar material in the technical field of automobile manufacturing. The method comprises the following steps of: independently controlling metal curing temperatures of parts to be cured at both sides of an adhesive by heating and cooling dies of which the shapes are matched with the shapes of the parts; determining a temperature control strategy of the dies at both sides according to the material properties of the parts to be cured and the adhesive; and clamping the dies and the parts to becured and carrying out dynamic control on the temperature variation of the dies at both sides so as to realize asymmetrical curing of an adhesive layer. According to the invention, the materials at both sides of the adhesive are kept to have the same thermal expansion capacity in the whole adhesive curing process and the directional curing from the high temperature side to the low temperature side of the adhesive layer is realized by utilizing the thermal insulation characteristic of the adhesive and changing the temperature distribution in two plates, so that the aims of controlling and eliminating the gluing deformation are fulfilled.
Owner:SHANGHAI JIAOTONG UNIV +1

Construction method for foundation pit deformation caused by insufficient rigidity of supporting system

The invention discloses a construction method for foundation pit deformation caused by insufficient rigidity of a supporting system, and relates to the technical field of foundation engineering. According to the construction method for the foundation pit deformation caused by insufficient rigidity of the supporting system, construction is conducted from the corners of a foundation pit, then construction is conducted on an area between the corners of the foundation pit, and finally construction is conducted on a middle area, so that deformation of the foundation pit is controlled to the maximum extent. According to the construction method for the foundation pit deformation caused by insufficient rigidity of the supporting system, the problem of foundation pit deformation caused by insufficient rigidity of the supporting system in a stress state is solved by changing the construction method and the construction sequence, and meanwhile the construction safety, the quality and the construction period of foundation engineering are guaranteed.
Owner:YUNNAN CONSTR INVESTMENT FIRST SURVEY & DESIGN CO LTD

A kind of axial force group regulation method of steel support structure

The invention provides an axial force grouping and regulating method for a steel support structure. The method is applied to the steel support structure in foundation pit engineering, and steel supports of the steel support structure are used for supporting an enclosure in the foundation pit engineering. The regulating method comprises the steps that the steel supports in the steel support structure are grouped, wherein the steel supports with the same axial force are in one group; axial force regulating is conducted on the steel supports in the group simultaneously. According to the axial force grouping and regulating method for the steel support structure, a plurality of steel supports with the same axial force are in one group and are regulated synchronously, therefore, the regulating efficiency of the steel supports can be greatly improved, and the human cost can be reduced; in addition, power can be uniformly supplied to the steel supports in the same group through one power source, and therefore the equipment investment and the construction cost can be reduced.
Owner:SHANGHAI MECHANIZED CONSTR GRP

An improved damping and vibration isolation device for remote sensors based on bi-pod support

ActiveCN107255131BVibration reduction effect is effectiveFast and efficient conversionShock absorbersVibration isolationRemote sensors
The invention provides a remote sensor damping and vibration-isolation device improved based on a bi-pod supporting mode, and relates to the technical field of optical remote sensing vibration isolation. The remote sensor damping and vibration-isolation device comprises lower adapting supports, vibration isolation metal outer rods, vibration isolation metal inner rods and an upper adapting support, wherein the lower adapting supports are located in the same plane and horizontally fixed at the lower end of the remote sensor damping and vibration-isolation device; one end of each vibration isolation metal outer rod is fixedly connected with the corresponding lower adapting support, and the vibration isolation metal inner rods are fixedly mounted in the vibration isolation metal outer rods and extend out of the upper end faces, in the axial direction, of the vibration isolation metal outer rods; the ends, extending out of the vibration isolation metal outer rods, of the vibration isolation metal inner rods are fixedly connected; and the upper adapting support is fixedly mounted at the joint of the vibration isolation metal inner rods. The remote sensor damping and vibration-isolation device is high in vibration reduction efficiency and few in consumed system resource, functional separation of a rigid supporting structure and a damping and vibration reduction structure is achieved, the technical problem that the rigidity of a vibration isolation system is hard to maintain effectively is solved, and the temperature maintaining purpose of a working section of the damping and vibration isolation system is achieved.
Owner:BEIJING RES INST OF SPATIAL MECHANICAL & ELECTRICAL TECH

Deformation control device

The invention discloses a deformation control device, and belongs to the field of welding of automobile bodies. The deformation control device is mounted on a fixture, the fixture comprises a gas circuit, the deformation control device comprises a support frame and at least one sucker, the support frame is fixed onto the fixture, and the suckers are fixed onto the support frame and connected with the gas circuit of the fixture. Gas is supplied to the suckers via the gas circuit of the fixture, so that the suckers can be sucked at deformable positions of plates of an automobile body, the plates of the automobile body are sucked and positioned, the strength of each position which is originally easy to deform under the action of welding stress is improved, deformation of the plates of the automobile body is effectively controlled, the automobile body is effectively prevented from deforming, and field scrapping ratio is effectively reduced. Besides, the deformation control device can effectively control deformation of the automobile body only by sucking and positioning the plates of the automobile body via the suckers, and accordingly the deformation control device is low in cost and short in period.
Owner:CHERY AUTOMOBILE CO LTD

Thin-wall casing process window welding process

The invention discloses a thin-wall casing process window welding process which comprises the steps that an anti-deformation tool is inserted between an outer ring and an inner ring of a casing, the surface of the anti-deformation tool is attached to the inner wall of the outer ring, the anti-deformation tool and a process window are correspondingly arranged, and an assembly tool fixes a patch block and places the patch block into the process window. The patch block and the process window are fixed in a spot welding mode, the assembly tool is dismantled, the patch block and the inner wall of the process window are welded in a single-pass welding mode, argon is introduced into the back face of the process window during welding, and the anti-deformation tool is taken down after the position to be welded is cooled to the room temperature; the inner wall of the outer ring of the cartridge receiver is supported through the anti-deformation tool to prevent deformation, the patch block is clamped and fixed by clamping the patch block through the assembly tool, the patch block is welded and fixed to the outer ring of the cartridge receiver in a spot welding and single-pass welding mode, deformation caused by welding stress is effectively controlled, the quality of an outer pipe on the welded surface is improved, and the service life of the outer pipe is prolonged. The production operation is convenient, and the production efficiency is improved.
Owner:安徽应流航源动力科技有限公司

A kind of support method of semi-closed reinforced concrete segment in deep coal mine

The patent of the invention belongs to the field of mine disaster prevention and control, and specifically relates to a method for controlling severe deformation of soft and broken floor drum roadways through closed-loop grouting support of prefabricated reinforced concrete segments. The support structure can form a closed-loop structure, and convert the extrusion force generated by the deformation of surrounding rock into the hoop stress of the support structure. Delayed grouting can fill the pores between the concrete segment and the surrounding rock while strengthening the shallow surrounding rock, so as to avoid local stress concentration and damage. This support technology can realize the support mechanism of the new Austrian method in the tunnel construction on the basis of ensuring the timely support of the roof in the coal mine regulations, that is, the surrounding rock is allowed to have a certain deformation in the initial stage, and when the deformation reaches a certain level, the prefabricated steel bars The concrete segments play a supporting role, and the supporting force increases as the deformation increases until the surrounding rock reaches a new equilibrium state. The bottom plate adopts a semi-closed anti-arch design, which is conducive to the release of energy in the bottom drum roadway, avoids repeated repairs, and greatly reduces costs.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

A simulated assembly method for continuous assembly construction of steel pipe arch rib segmental frame method

The invention discloses a simulation assembling method used for the continuous assembling construction of a steel pipe arch rib segment bed jig method. The simulation assembling method comprises the following steps: 1) establishing an assembling platform and an assembling bed jig finite element model; 2) loading assembling load; 3) solving stress distribution and displacement distribution; 4) determining stress exceeding positions and the deformation amount of a supporting bed jig before and after loading is carried out: independently determining the stress exceeding positions on the assembling platform and the assembling bed jig, and meanwhile, determining the deformation amount of each supporting bed jig in the assembling bed jig before and after loading is carried out; and 5) determining a stress exceeding position reinforcement processing scheme and an assembling bed jig deformation control scheme: determining the reinforcement processing scheme of each stress exceeding position on the assembling platform and the assembling bed jig, and determining the deformation control scheme of each supporting bed jig. The simulation assembling method has the advantages of being simple in steps, reasonable in design, convenient in implementation and good in use effect, can precisely simulate the continuous assembling process of the steel pipe arch rib segment bed jig method, and also can provide an accurate basis for the deformation control of the assembling bed jig.
Owner:CHINA RAILWAY FIRST GRP CO LTD +1

Double-defense-line flexible anchoring structure of dam body core wall geomembrane and foundation concrete structure

The invention relates to a double-defense-line flexible anchoring structure of a dam body core wall geomembrane and a foundation concrete structure. According to the double-defense-line flexible anchoring structure of the dam body core wall geomembrane and the foundation concrete structure, a geomembrane in a dam body can be fixed to foundation concrete below the geomembrane. According to the technical scheme of the double-defense-line flexible anchoring structure, an anchoring groove is formed in the top face of the foundation concrete, the interior of the anchoring groove is divided into a plastic deformation area located on the upstream side and formed by filling plastic filler and an anchoring mechanism located on the downstream side, and the geomembrane penetrates through the plasticdeformation area to be fixed to the downstream side in the plastic deformation area through the anchoring mechanism. The double-defense-line flexible anchoring structure is suitable for engineering adopting the geomembrane as the middle anti-seepage core wall of the dam body.
Owner:POWERCHINA HUADONG ENG COPORATION LTD

A Novel Bipolar Constant Resistance Large Deformation Anchor Member

The invention provides a novel bipolar constant-resistance large-deformation anchor rod component, which includes an anchoring section, a bipolar constant-resistance component and a free section; thebipolar constant-resistance component comprises a sliding sleeve A, a constant-resistance sliding body A, an anchor cable, a constant-resistance sliding body B and a sliding sleeve B; the two ends ofthe anchor cable are connected with the constant-resistance sliding body A and the constant-resistance sliding body B respectively; and the constant-resistance sliding body A and the constant-resistance sliding body B slide along an inner cavity of the sliding sleeve A and an inner cavity of the sliding sleeve B respectively; the anchoring section is connected with the sliding sleeve A; the free section is connected with the sliding sleeve B. The bipolar constant-resistance component and the pre-stressed anchor cable are adopted; when the rock-soil body deforms, the anchor rod deforms, deformation energy of the rock-soil body is consumed to guarantee that anchoring force is stable and continuous. Due to the design of the double-constant-resistance sliding body, the elongation of the novelbipolar constant-resistance large-deformation anchor rod component is greatly increased, the novel bipolar constant-resistance large-deformation anchor rod component provides continuous tensile resistance for a rock-soil body, the energy absorption effect is remarkable, and the novel bipolar constant-resistance large-deformation anchor rod component has important significance for development of large-deformation anchor rods.
Owner:CHINA UNIV OF MINING & TECH (BEIJING)

A Self-Adaptive Pressure Relief Grouting Anchor

InactiveCN110331998BImprove the anchoring effectAchieve a fastening effectAnchoring boltsRubber ringGeotechnics
The invention discloses an adaptive pressure-relieving grouting bolt, which overcomes the problem in the prior art that the reinforcement ability of the bolt needs to be improved. The invention includes an anchor body, an adaptive locking device, a grouting hole, a grout stopper, a grout stopper backing plate, a fastening nut and a grout stopper, wherein the anchor rod body is a hollow tube, and the anchor rod body is sleeved on In the self-adaptive locking device, there is a grouting hole on the side wall of the bolt body sleeved in the rock, and the side of the bolt body protruding out of the rock passes through the middle part of the grout stopper and the grout stopper backing plate. , after the self-adaptive locking device is socketed, the connection is fixed through the fastening nut, and the end of the anchor rod body is provided with a grout plug. The self-adaptive locking device includes a locking wedge mechanism, an upper sleeve, an isolation rubber ring, a positioning lower sleeve, a grout plug nut, a screw washer and a spring. In this technology, the upper sleeve releases the pressure of the bolt body by cutting the pre-unloading protrusion of the bolt body, effectively controlling the large deformation of the surrounding rock, improving the anchoring efficiency, and meeting the requirements of bolt support technology in deep geotechnical engineering.
Owner:魏志范

Deformation control device

The invention discloses a deformation control device, and belongs to the field of welding of automobile bodies. The deformation control device is mounted on a fixture, the fixture comprises a gas circuit, the deformation control device comprises a support frame and at least one sucker, the support frame is fixed onto the fixture, and the suckers are fixed onto the support frame and connected with the gas circuit of the fixture. Gas is supplied to the suckers via the gas circuit of the fixture, so that the suckers can be sucked at deformable positions of plates of an automobile body, the plates of the automobile body are sucked and positioned, the strength of each position which is originally easy to deform under the action of welding stress is improved, deformation of the plates of the automobile body is effectively controlled, the automobile body is effectively prevented from deforming, and field scrapping ratio is effectively reduced. Besides, the deformation control device can effectively control deformation of the automobile body only by sucking and positioning the plates of the automobile body via the suckers, and accordingly the deformation control device is low in cost and short in period.
Owner:CHERY AUTOMOBILE CO LTD

Assembly type prestress applying device for foundation pit steel supporting structure

The invention relates to an assembly type prestress applying device for a foundation pit steel supporting structure, and relates to the field of constructional engineering. The assembly type prestress applying device comprises a main connecting main body, an auxiliary connecting main body, a sliding toothed plate meshing locking assembly and a jack. The main connecting main body and the auxiliary connecting main body are combined into an integrated device and can only generate relative displacement in the prestress applying direction, the jack abuts against the auxiliary connecting main body and the main connecting main body to apply prestress, the main connecting main body is provided with a middle sliding toothed plate, the auxiliary connecting main body is provided with an end sliding toothed plate, the two toothed plates form the sliding toothed plate meshing locking assembly and are meshed with each other to achieve locking work of relative positions of the main connecting main body and the auxiliary connecting main body after the prestress is applied, and therefore the prestress is provided for the steel supporting structure. The assembly type prestress applying device is simple in structural component form, and has the advantages of sufficient rigidity and strength, real-time and controllable prestress loading, convenience in mounting and dismounting, easiness in maintenance and overhaul of components, small occupied space volume, capability of being recycled and the like.
Owner:SHANGHAI NANHUI BUILDING ENG

Construction method of large-section tunnel support system suitable for steeply inclined layered rock mass

The invention relates to the field of surrounding rock support for road tunnels and railway tunnels, in particular to a construction method for a large-section tunnel support system suitable for steeply inclined layered rock masses. During the upper middle pilot tunnel, temporary support and the first and second layers of lining at the positions of the forward inclined layer pilot tunnel and the upper middle pilot tunnel are constructed; excavation of the reverse inclined layer pilot tunnel and the lower During the pilot tunnel, the temporary support and the first layer of lining at the position of the pilot tunnel in the reversed slope layer and the position of the lower pilot tunnel are constructed. The advantages of the present invention are: aiming at the excavation failure characteristics of steep layered rock mass tunnels, focusing on strengthening the strength and rigidity of the top and arch support structures, and effectively strengthening the strength and deformation of the surrounding rock at the top of the tunnel and at the level exposed characteristics, control the deformation and instability of the surrounding rock at these two weak positions, and ensure the stability of the rock mass at the arch or the outcropping of the layer.
Owner:SHANGHAI TUNNEL ENGINEERING RAILWAY TRANSPORTATION DESIGN INSTITUTE

A cable box assembly positioning and riveting fixing device and riveting method

The invention belongs to the technical field of processing technology, and discloses a cable box assembly positioning and riveting fixing device and a riveting method. The profile of the side, the big end positioning piece has the profile of the inner side of the large L-shaped rib; the positioning bottom plate is provided with a boss, and the small end positioning piece and the big end positioning piece are installed on both sides of the boss of the positioning bottom plate, and the small end positioning piece is installed on both sides of the boss. The gap between the end positioning member and the positioning bottom plate is just to install the small L-shaped rib, and the gap between the big end positioning member and the bottom plate is just to install the large L-shaped rib; after installing the small L-shaped rib and the large L-shaped rib , the distance from the side of the small L-shaped rib to the side of the large L-shaped rib is equal to the distance between the inner walls of the two sides of the U-shaped box. The invention effectively solves the problems of positioning and riveting fixing of the internal components of the cable box in the semi-enclosed installation space, and has wide application range, simple structure, convenient use, and effective control of deformation control.
Owner:THE RES INST FOR SPECIAL STRUCTURES OF AERONAUTICAL COMPOSITE AVIC
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