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61results about How to "Limit lateral displacement" patented technology

Efficient heat insulation guide pipe bracket

The invention discloses an efficient heat insulation guide pipe bracket which comprises an upper hoop, heat insulation tile blocks, high-temperature-resistant soft heat preservation materials, bolt fasteners, a lower hoop, a base and a foundation bed. The upper hoop and the lower hoop are each of a semi-ring structure, and the two sides of the upper hoop and the two sides of the lower hoop extend to form fixing ends. The heat insulation tile blocks are poured on both the inner wall of the upper hoop and the inner wall of the lower hoop. The high-temperature-resistant soft heat preservation materials adhere to the inner walls of the heat insulation tile blocks. The upper hoop and the lower hoop are connected through the bolt fasteners arranged at the fixing ends. The lower hoop is connected to the base in a welded mode. The bottom of the base is provided with an upper sliding plate which is arranged on a lower sliding plate above the foundation bed. Accordingly, the efficient heat insulation guide pipe bracket is formed. Anchor nails and pull rods are additionally arranged between the upper hoop and the heat insulation tile blocks and additionally arranged between the lower hoop and the heat insulation tile blocks. According to the efficient heat insulation guide pipe bracket, by the adoption of the structural form that the anchor nails and the pull rods are additionally arranged between the upper hoop and the heat insulation tile blocks and additionally arranged between the lower hoop and the heat insulation tile blocks, the load bearing capacity of the pipe bracket is ensured, the loading capacity is high, and the heat transfer insulating effect is good.
Owner:JIANGSU BAOHENG PIPE FITTINGS CO LTD

Seawater intrusion simulation test sand box

The invention discloses a seawater intrusion simulation test sand box, and belongs to the technical field of test simulation devices. A medium chamber for accommodating water-containing media such assand, soil and the like is arranged in the middle of the test sand box, a seawater chamber for accommodating dyed seawater and a fresh water chamber for accommodating deionized water are arranged in left and right ends of the test sand box respectively; a main body of the test sand box is made of acrylic plates; rubber layers which can be seamlessly overlapped and can be inserted into the box arearranged on two sections in the middle of the medium chamber; each of the seawater chamber and the fresh water chamber is divided into three rooms A,B and C; the seawater room C and the medium chamberin the middle of the test sand box are separated by a porous plate and a nylon net; a water tank and a recovery tank are arranged at each of the upper and lower ends of the seawater chamber and the fresh water chamber. By means of the seawater intrusion simulation test sand box, the water level can be controlled conveniently and flexibly, and the simulation length can also be changed convenientlyand flexibly, so, not only can the concentration and pressure at a given point be measured, but also to-be-measured sites can be determined more freely.
Owner:SHIJIAZHUANG TIEDAO UNIV

Device for preventing beam type bridge from overturning

The invention discloses a device for preventing a beam type bridge from overturning. The device comprises a plurality of overturning preventing units arranged on the two sides of the beam type bridge.Each overturning preventing unit is connected with the main beam and the corresponding pier stud. Each overturning preventing unit comprises a first part and a second part which are connected with the main beam or the corresponding pier stud respectively; the first part comprises a core rod, a limiting block and a first anchoring block; one end of the core rod is provided with a first anchoring block and the other end is provided with a limiting block; the second part comprises a stop block and a second anchoring block; a through hole matched with the cross section of the core rod is formed in the stop block; a gap is formed between the core rod and the inner wall of the through hole; the stop block is connected with the corresponding pier stud or the main beam through the second anchoring block; the limiting block is tightly attached to the stop block to restrain the relative position between the first anchoring block and the second anchoring block. According to the method, the problem of overturning reinforcement of an existing beam type bridge can be solved, the situation that too complex structural measures are adopted for preventing the bridge from overturning can be avoided,and therefore the construction cost of the structure is reduced.
Owner:SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD

Combined column with reactive power concrete (RPC) outer cylinder filled with micro-expansion concrete

The invention relates to the field of building, bridge and port projects and discloses a combined column with a reactive power concrete (RPC) outer cylinder filled with micro-expansion concrete. The combined column comprises the peripheral RPC outer cylinder and a micro-expansion concrete column body at the core area. The RPC outer cylinder covers the micro-expansion concrete column body at the core area. Longitudinal steel bars and common stirrups are arranged in the micro-expansion concrete column body. Through the restraint of the peripheral RPC outer cylinder, transverse displacement of the core concrete is limited, the overall rigidity of the combined column is improved, and the fire resistance and durability properties of the combined column are further improved. Through the application of the micro-expansion concrete, the durability property of the combined column is strengthened in the same way, prestress is generated inside the combined column through volume expansion of the combined column, and the axial ultimate bearing capacity of the combined column is improved. According to the combined using mode of RPC and the micro-expansion concrete, the combined column has excellent high-temperature resistance and abrasion resistance properties, and therefore the combined column with the RPC outer cylinder filled with the micro-expansion concrete can be used as a bearing member in the severe environments such as an ocean and the high-temperature and high-humidity environment.
Owner:GUANGDONG UNIV OF TECH

Unmanned aerial vehicle for logistics

The unmanned aerial vehicle comprises an unmanned aerial vehicle body, supporting rods are arranged on the periphery of the unmanned aerial vehicle body, one ends of the supporting rods are rotationally connected with the unmanned aerial vehicle body, motor bases are arranged at the other ends of the supporting rods, motors are arranged on the motor bases, the motors are connected with paddles, vertical rods are arranged on the two sides of the bottom of the unmanned aerial vehicle body, and transverse rods are arranged at the bottoms of the vertical rods. A carrying plate is clamped on the transverse rod, sliding grooves are symmetrically formed in the carrying plate, pressing assemblies horizontally sliding along the sliding grooves are arranged in the sliding grooves, first springs are arranged between the pressing assemblies and the inner walls of the sliding grooves, and the control system comprises a route planning module, a visual auxiliary positioning module and an infrared induction module. The unmanned aerial vehicle can ensure that cargoes are relatively stable in the conveying process, fall is prevented, human intervention is not needed, the conveying efficiency is improved, accurate distribution can be ensured, the distribution time is saved, the distribution cost is reduced, the unmanned aerial vehicle has the function of avoiding obstacles, and normal and safe flight can be ensured.
Owner:天津远洋航空集团有限公司

Grouting reinforcement method for deformation control of subway subsurface tunnel underneath-passing operation subway interval

Disclosed is a grouting reinforcement method for deformation control of a subway subsurface tunnel underneath-passing operation subway interval. The grouting reinforcement method comprises the steps that pre-grouting is conducted on a tunnel base through an existing line interval ballast bed structure, and cement-EAA epoxy composite grout is injected through an advancing type segmented drilling grouting technology; a vertical sleeve valve pipe pre-grouting process is adopted to conduct grouting reinforcement on a certain plane and depth range stratum on the outer side of the existing line interval from the ground; in the process that a subsurface tunnel penetrates through an existing operation subway interval, an informatization construction means is adopted, and a sleeve valve pipe tracking grouting technology is adopted for a certain plane and depth range stratum between two lines of the existing line interval from the ground; and a WSS horizontal tracking grouting technology is adopted for a certain plane and depth range stratum between an existing line interval and the subsurface tunnel in the horizontal direction (adjacent subway foundation pits), active control measures are taken for deformation control, and the method has very important reference value and practical significance for engineering construction of the similar subway tunnels underneath passing through the existing line in a close range.
Owner:THE 4TH ENG OF CHINA RAILWAY 12TH BUREAU GROUP +1

Bearing and driving mechanism for sliding door of urban rail vehicle

The invention discloses a bearing and driving mechanism for a sliding door of an urban rail vehicle. The bearing and driving mechanism comprises a slideway component, a driving screw rod, a screw rod driving component, a driving support, a plurality of bearing wheels, a left-door-leaf bearing support, a right-door-leaf bearing support, drag chain supports and drag chains. The screw rod driving component is arranged on one side of the driving screw rod, and a manual unlocking device is arranged on the other side of the driving screw rod. The slideway component is mounted below the driving support. The bearing wheels are arranged in the slideway component. The left-door-leaf bearing support and the right-door-leaf bearing support are connected with one ends of the corresponding drag chains respectively, and the other ends of the drag chains are fixed on the drag chain supports respectively. The drag chain supports are fixed on the driving support. A front bearing piece, a middle bearing piece and a rear bearing piece are sleeved on the driving screw rod. Bearing capability of the bearing and driving mechanism is improved, abrasion of higher pair connecting mechanisms is reduced, service life of the driving screw rod is guaranteed, product quality is stabilized, product competiveness is improved, and the bearing and driving mechanism has good application prospect.
Owner:NANJING KANGNI MECHANICAL & ELECTRICAL

A self-resetting shock-absorbing structure of center pillars and arc-shaped rubber bearings in assembled subway stations

The invention discloses a fabricated subway station central column and arc-shaped rubber supporting seat self-resetting shock absorption structure. The fabricated subway station central column and arc-shaped rubber supporting seat self-resetting shock absorption structure comprises a subway station space composed of a precast top plate, a precast bottom plate, precast side walls and a precast central column, the joints of the precast side walls and the precast top plate and the joints of the precast side walls and the precast bottom plate are provided with arc-shaped rubber supporting seats enabling a whole structure to form 'hinge connection' from 'rigid connection' correspondingly, prestressed steel bars penetrating through the two edges of the arc-shaped rubber supporting seats and communicating with the precast top plate and the precast bottom plate are arranged in the left sides and the right sides of the precast side walls correspondingly, the two end tips of the prestressed steel bars are anchored and fixed through nuts, the precast central column is of an 'I-shaped' structure, the two end tips of the precast central column are connected with the middle of the precast top plate and the middle of the precast bottom plate through mortise and tenon joint structures correspondingly, through the mortise and tenon joint structures, under the action of an earthquake, the bending moment at the joint position between the central column and the station top plate and the joint position between the central column and the station bottom plate is released, and thus the damage to the station is reduced; and the central column is precast through steel cylinder concrete, the strength of the central column is greatly improved, deformation of the central column is reduced, and theearthquake resistance ability of the central column is improved.
Owner:CHINA UNIV OF MINING & TECH

Bridge prefabricated may reset energy dissipation anti-seismic check blocks

PendingCN110565503ASmall residual deformation after earthquakeReduce the difficulty of repairBridge structural detailsBackplaneGeotechnical engineering
The invention relates to a bridge anti-seismic chock block invention field, and specifically relates to a bridge prefabricated may reset energy dissipation anti-seismic check blocks. The device comprises a back plate, a front plate, a U-shaped plate, a connecting rod, a spring, a soft steel, a bolt, a gasket, a stiffening rib, a bolt hole, a track; the front plate back plate consists of a plurality of sleeved with a spring, the connecting rod and the front plate are welded, the other end of the connecting rod passes through the corresponding hole on the back plate through a bolt after the backing plate at the limit connecting rod is pulled out of the back plate, the left side and the right side plate of the U-shaped plate is provided with a plurality of bolt holes, the baffle block throughthe bolt connected to the cover beam, and this connection can be fabricated connection mobility. According to the device, compared with the traditional stop block, the structure is simple, the stressis clear, the conventional check block and a main beam of the rigid collision into flexible collision, slowing down the seismic action on the main beam and the baffle block, reducing the impact of the stop block and the local damage of the main beam.
Owner:NANCHANG UNIV

Single fast reactor component thermal bending test restraint device and thermal deformation contact measurement method

The present invention discloses a single fast reactor assembly thermal bending test restraining apparatus and a thermal deformation contact measurement method thereof. The apparatus comprises a vertical column, wherein the upper portion and the middle portion of the vertical column are respectively provided with a supporting seat, each supporting seat is provided with a screw rod fixation seat, a screw rod can linearly move on the screw rod fixation seat, both sides of the screw rod fixation seat are respectively provided with a screw cap for fixing the screw rod, and the screw rod and a hexagonal hoop are connected through a C-shaped connection member. The invention further provides a method for performing thermal deformation contact measurement by using the apparatus. According to the present invention, with the single fast reactor assembly thermal bending test restraining apparatus, the restraining and the force applied on the single fast reactor assembly in the actual reactor are simulated to the maximum extent; and the thermal deformation contact measurement method provides the rich and effective data for the research of the thermal-deformation-contact mechanism of the single fast reactor assembly.
Owner:XI AN JIAOTONG UNIV

Girth welding tool

The invention provides a girth welding tool. The girth welding tool comprises a support rack and a clamping mechanism arranged on the support rack, wherein the clamping mechanism comprises a pluralityof support columns, which are arranged obliquely correspondingly on the support rack, and guide wheels, which are mounted rotationally on the support columns; one ends of the support columns are rotationally mounted on the support rack; mounting grooves for mounting the guide wheels are formed in the other ends of the support columns; the guide wheels are mounted on the support columns through rotating shafts; positioning plates are arranged on the supporting columns in the rotation direction of the guide wheels; and a cover plate assembly is arranged at the position, corresponding to the support columns, on the support rack. The girth welding tool can be well applied to the girth welding of a workpiece and well restrict the transverse movement of the workpiece to ensure the welding quality of the workpiece; meanwhile, the workpiece can rotate axially on the girth welding tool, which is convenient for a worker to weld the workpiece quickly; and the support columns and the guide wheelson the support columns can support the workpiece well, and the guide wheels, which are arranged in an rotatable manner, also allow the workpiece to be moved easily on the support columns.
Owner:天津市武清区环球锌业有限公司
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