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43results about How to "Structural and reliable" patented technology

Precast concrete short-limb shear wall provided with door windows and manufacturing method thereof

The invention relates to a precast concrete short-limb shear wall provided with door windows and a manufacturing method thereof. The concrete short-limb shear wall refers to a shock-resistant wall of which the ratio of the wall limb cross section height to the thickness is between 5 and 8, and according to the active code requirement in China, the cross section thickness of a wall body is not less than 200 millimeters, and the stress performance of the structure of the concrete short-limb shear wall is between a specially-shaped column and a common shear wall structure. Because of the good performances in various aspects of construction, structure, construction cost, energy conservation and environmental protection and the like, the structural system becomes the structural form which is most suitable for residential constructions. The precast concrete short-limb shear wall comprises precast concrete wall limbs (1), wherein the wall limbs (1) are connected with connecting beams (2), are provided with door windows (6), and are connected with an external wall heat insulation layer and an architectural surface (7), and the wall limbs are connected with each other by assembling steel bars. The precast concrete short-limb shear wall is applied to industrialized fully-assembled shear walls for residential buildings.
Owner:HEILONGJIANG YUHUI NEW BUILDING MATERIAL

Prestress steel purlin-concrete combined continuous rigid frame bridge and construction method thereof

The invention discloses a prestress steel purlin-concrete combined continuous rigid frame bridge and construction method thereof. A steel purlin concrete combined structure with upper and lower swingplates is adopted, girder subsection adopts different combined interfaces according to stress demand of bridge under each construction stage and operating condition, set in vitro and vivo prestress beams are timely applied in batch, and material advantages of the two are fully played; compared with the existing prestress concrete continuous rigid frame bridge, self weight of the girder is greatlyreduced, spanning capacity is obviously increased, and sub structural engineering quantity and bearing capacity requirement of foundation soil are correspondingly reduced. The invention adopts prefabricated concrete bridge road plate for splice, and the prefabricated concrete bridge road plate is joined with the steel truss girder, thus stress is clear and performance is reliable; construction isobviously simplified, quality of each parts is easy to control and check, and disease hidden troubles that the conventional prestress concrete continuous rigid frame bridge is not reliable in curve prestress long strand performance, concrete is cracked in tension and deflection is excessive for a long time caused by contraction creep are avoided.
Owner:CHONGQING JIAOTONG UNIVERSITY

Combined steel pile cofferdam provided with water swellable waterproof rubber fore shaft

The invention discloses a combined steel pile cofferdam provided with a water swellable waterproof rubber fore shaft, which comprises cofferdam pegs and cofferdam long piles used for connecting two adjacent cofferdam pegs. Each cofferdam peg comprises a U-shaped steel sheet pile and a fore shaft sub-part, and the left and right ends of each U-shaped steel sheet pile are respectively and fixedly connected with one fore shaft sub-part. Each cofferdam long pile comprises a steel pipe pile, a fore shaft parent part arranged at the outer side of the steel pipe pile, and a water swellable rubber liner arranged in the fore shaft parent part; a tubular inner cylinder matched with each fore shaft sub-part and a notch connecting the interior of each tubular inner cylinder with the exterior of each tubular inner cylinder are arranged on the fore shaft parent part; each water swellable rubber liner is fixedly arranged on the inner wall of the corresponding tubular inner cylinder; each fore shaft sub-part is sleeved into the corresponding tubular inner cylinder; and bentonite compound filler is filled in a gap between each fore shaft sub-part and each water swellable rubber liner. By taking the combination of a rigid steel pile and a flexible steel pile to have complementary advantages, the combined steel pile cofferdam has good water resistance; the fore shaft is reliable in connection; the material of the combined steel pile cofferdam is easy to obtain; and the combined steel pile cofferdam is strong in integral structural rigidity and low in cost and is quick to construct.
Owner:SOUTHEAST UNIV

Pre-stressing reinforced and widened bridge structure

The invention discloses a pre-stressing reinforced and widened bridge structure, which comprises an old bridge, a widening beam I and a widening beam II, wherein the widening beam I and the widening beam II are parallelly and respectively positioned on the two sides of the old bridge and are rigidly connected in the transverse direction with the old bridge; the two ends of a pre-stressing rope or a pre-stressing rib are transversely and respectively arranged outward and are upwards inclined, extended and anchored on the widening beam I and the widening beam II; and the pre-stressing rope or the pre-stressing rib is acted on the old bridge through a steering device. While being widened, the old bridge can be reinforced by the structure, the stress between the newly added part and the old bridge is balanced, the occurrence and the development of defects of the old bridge can be effectively inhibited, the structure and the construction of the bridge are relatively simple, the structure of the old bridge is not damaged, the structural performance is reliable after the old bridge is widened and reinforced, the construction period is relatively short, the influence on road traffic is relatively small, the damage to natural environment and the adverse influence on society when the old bridge is demolished are avoided, and very good comprehensive technical, economic and social benefits are achieved.
Owner:CHONGQING JIAOTONG UNIVERSITY

Joint of cable support pentagonal and hexagonal grid single-layer reticulated shell and installation and construction method for single-layer reticulated shell

The invention discloses a joint of a cable support pentagonal and hexagonal grid single-layer reticulated shell and an installation and construction method for the single-layer reticulated shell. The joint comprises a bottom plate, a cover plate, a middle circular tube and an internal Y-shaped stiffening rib. The internal Y-shaped stiffening rib is adopted when necessary, and the cover plate is formed by cutting a circular plate and welded to the middle circular tube. Circular holes are formed in the corresponding positions where the middle circular tube is connected with inhaul cable so that inhaul cable ends with threads can penetrate into the joint from outside to inside, the inhaul cables are screwed up through nuts inside the joint, and prestressing force is applied to the inhaul cables. The installation and construction method for the single-layer reticulated shell constructed on the basis of the joint is carried out according to the following steps that components, rod pieces and the inhaul cables of a joint body are machined and manufactured in a factory firstly, then the joint body and the machined reticulated shell rod pieces are constructed and installed, the inhaul cables are installed, the nuts are tightened up, prestressing force is applied to the inhaul cables, and finally the cover plate and the middle circular tube are welded together. The joint of the form has the advantages of being reasonable in stress, simple in structure, convenient to machine, construct and install and the like.
Owner:SHANDONG JIANZHU UNIV

Roof with rectangular plane, super-long span and prestressed space tube truss structure and manufacturing method

InactiveCN101942883AShorten the lengthSuper large span loweringGirdersJoistsPre stressEngineering
The invention discloses a roof with rectangular plane, super-long span and prestressed space tube truss structure and a manufacturing method. In the invention, the structures of the conventional shuttle shape space tube trusses are taken as the basic frames; support bars for supporting steel cables are respectively fixed at the two ends of each shuttle shape space tube truss; the structure height in the center of each shuttle shape space tube truss is set to be 1/18-1/16 of the span length of the shuttle shape space tube truss; two steel cable turning supports are symmetrically fixed on the shuttle shape space tube truss, close to a lower chord of the shuttle shape space tube truss; the steel cables are respectively supported on the two support bars after passing through the two steel cable turning supports, so that the steel cables between the support bars and the steel cable turning supports are formed into oblique-pulling steel cables and prestressed steel cables with tension, thus ensuring the two steel cable turning support points to generate two elastic reacting forces which act down and up and are opposite to the load action directions so as to compensate insufficient rigidity caused by reduction of the structure height. The invention is suitable for the roof with the ratio of building long side to short side (L1/L2) being not less than1.5 and span length L2 being not less than 90m and not more than 150m. The invention has the characteristics of low structure height, smaller internal force, less steel consumption, low engineering cost, etc.
Owner:GUIZHOU UNIV +1

Buried turning plate type water stop gate

ActiveCN105421976AHigh hydraulic strengthAdaptableFlood panelsControl systemPower control system
The invention provides a buried turning plate type water stop gate. The buried turning plate type water stop gate comprises a gate frame, a water stop gate plate, a power executing mechanism connected with the water stop gate plate, a power control system for controlling the power executing mechanism, and a sealing system and further comprises a bottom rack connected to the interior of buried space. The upper end of one side of the bottom rack is connected with a water stop gate plate door shaft. The height position of the water stop gate plate door shaft is matched with that of the upper edge of the buried space. The water stop gate plate is hinged to a door shaft seat fixed to the bottom rack through the water stop gate plate door shaft. The water stop gate plate is flush with the ground after being closed. The power executing mechanism comprises at least one set of folding type connecting rod structures connected between the water stop gate plate and the bottom rack and hidden in the buried space in a folded mode. The buried turning plate type water stop gate is good in water stop sealing performance, high in anti-hydraulic-pressure strength, reliable in structural performance, high in mechanical automation degree, high in adaptability, complete in function, convenient to maintain and small in buried depth size; the whole device is buried and hidden, so that space is saved, and labor cost is reduced.
Owner:CHINA INST OF BUILDING STANDARD DESIGN & RES

Clutch device, air conditioner indoor unit and fan assembly thereof

The invention discloses a clutch device, an air conditioner indoor unit and a fan assembly. The clutch device comprises a first matching part, a second matching part, a moving part, a guide part anda driving part, wherein the moving part is connected with one of the first matching part and the second matching part to drive the moving part to move relative to the other one of the first matching part and the second matching part, the guide part is movably connected with the moving part to limit the moving path of the moving part, the rotating part is matched with the moving part to drive the moving part to move along the moving path, the driving part is connected with the rotating part and is used for driving the rotating part to rotate, the clutch device is in an engaged state, the firstmatching part is matched with the second matching part, and the first matching part and the second matching part are separated under the separation state of the clutch device. According to the clutchdevice disclosed by the embodiment, the structure is simple, the matching is simple and convenient, the automation degree is high, the structural performance is more reliable, the manufacturing process is simplified, the manufacturing cost is reduced, and the market competitiveness is improved.
Owner:GD MIDEA AIR-CONDITIONING EQUIP CO LTD +1

Device for inhibiting foundation soil from disturbing during removing of steel sheet piles and application method thereof

The invention relates to a device for inhibiting foundation soil from disturbing during removing of steel sheet piles and an application method of the device. The device comprises a water tank, a high-pressure water pump, a high-pressure soft tube and a water jetting gun. The water tank is connected with the high-pressure water pump by a connecting tube; an outlet end of the high-pressure water pump is connected with the high-pressure soft tube and is connected with the water jetting gun by the high-pressure soft tube; and a tail end of the water jetting gun is a water jetting gun head with a special structure. When being constructed and applied, other construction tools must be provided, including a hoisting device for hanging the water jetting gun to perform the punching operation, a steel sheet pile pulling device, proper yellow sands and a transport handcart. The soil body in the steel sheet pile is changed into yellow sands by devices such as the high-pressure water pump, the high-pressure soft tube, the water jetting gun and so on; thus, when the steel sheet pile is pulled out, the soil body is not taken out, meanwhile, the yellow sands can fill the gap produced during removing of the steel sheet pile immediately and effectively; the disturbing of the foundation soil is avoided and the environmental impact problem caused by removal of the steel sheet pile in the prior art is solved basically.
Owner:赵兴山 +1

Sheet type signal electric connector

The invention relates to a sheet type signal electric connector, which comprises a plug and a socket, of which the front ends are butted. Insulators of the plug and the socket are at least provided with one layer of signal hole sites which extend along the axial direction and are used for mounting sheet type plug pins / sheet type jacks; the tail part of the socket insulator is connected with an insulating pressing board which is used for fixing and sealing the tail parts, extending out of the insulator, of the sheet type jacks; the tail parts of the plug insulator and the socket insulating pressing board are step-shaped; the tail parts of the sheet type pins and the sheet type jacks which are arranged in a layered manner are positioned on corresponding step surfaces and are provided with exposed cable connecting parts; plastic package outer housings are formed on the tail portion of the plug insulator and the outer side of the socket insulator in an injection molding mode; and the rearends of the plastic package outer housings extend behind contact pieces and are matched with sheaths of cables connected with the tail portions of the contact pieces. The sheet type signal electric connector meets the use requirements of quick and reliable connection and miniaturization, and has the characteristics of simple process, low cost and easiness in batch production.
Owner:CHINA AVIATION OPTICAL-ELECTRICAL TECH CO LTD

Longitudinal beam oil cylinder support for rotary drilling rig

InactiveCN102619467ASolve the phenomenon of frequent damageSolve the problem of inconvenient disassemblyEndless track vehiclesDrilling machines and methodsEngineeringPiston rod
The invention relates to a longitudinal beam oil cylinder support for a rotary drilling rig. The maximum width of a caterpillar track is regulated by changing the travel of an oil cylinder in caterpillar track width adjustable chassis structures of various large and medium-sized rotary drilling rigs. The support comprises parts such as an H-shaped main frame, a pin shaft, fixed lug plates and a longitudinal beam. When the support is arranged, a bracket is welded to a bottom plate of a rectangular box body of the longitudinal beam, one end of the oil cylinder is hinged with the H-shaped main frame, the rectangular box body of the longitudinal beam is arranged at one end of the H-shaped main frame, and a piston rod of the oil cylinder is properly extended outwards; a support lug of the piston rod is arranged on the middle part of the bracket, round holes of the support lug and the middle part of the bracket are kept concentric, the pin shaft is inserted into holes of the bracket and the support lug of the piston rod from a round hole in one side of the rectangular box body of the longitudinal beam, and then the parts such as the fixed lug plates and a bolt are arranged; and the piston rod of the oil cylinder is retracted to the shortest dimension. The upper ends of the lug plates on the two sides of the bracket are semicircular, so that the overall structure is rationally stressed; and the lower end faces of the lug plates are welded with the bottom plate of the rectangular box body of the longitudinal beam to form a whole, so that bearing capability is high, and working reliability is ensured.
Owner:XUZHOU XUGONG FOUND CONSTR MACHINERY

The joints and installation construction methods of cable-supported pentagram and hexagonal grid single-layer reticulated shells

The invention discloses a joint of a cable support pentagonal and hexagonal grid single-layer reticulated shell and an installation and construction method for the single-layer reticulated shell. The joint comprises a bottom plate, a cover plate, a middle circular tube and an internal Y-shaped stiffening rib. The internal Y-shaped stiffening rib is adopted when necessary, and the cover plate is formed by cutting a circular plate and welded to the middle circular tube. Circular holes are formed in the corresponding positions where the middle circular tube is connected with inhaul cable so that inhaul cable ends with threads can penetrate into the joint from outside to inside, the inhaul cables are screwed up through nuts inside the joint, and prestressing force is applied to the inhaul cables. The installation and construction method for the single-layer reticulated shell constructed on the basis of the joint is carried out according to the following steps that components, rod pieces and the inhaul cables of a joint body are machined and manufactured in a factory firstly, then the joint body and the machined reticulated shell rod pieces are constructed and installed, the inhaul cables are installed, the nuts are tightened up, prestressing force is applied to the inhaul cables, and finally the cover plate and the middle circular tube are welded together. The joint of the form has the advantages of being reasonable in stress, simple in structure, convenient to machine, construct and install and the like.
Owner:SHANDONG JIANZHU UNIV

Roof with approximately quadrate plane and super large space pre-stressed steel grid structure and manufacturing method thereof

The invention discloses a roof with an approximately quadrate plane and a super large space pre-stressed steel grid structure and a manufacturing method thereof. When the roof with the approximately quadrate plane of which the ratio of long side L1 to short side L2 is more than or equal to 1 and less than 1.5, L1 is more than or equal to 120 meters and less than or equal to 165 meters and L2 is more than or equal to 90 meters and less than or equal to 150 meters is manufactured, a fusiform space tube truss consisting of a top boom, a lower boom and a diagonal web member is orthogonally connected with another fusiform space tube truss at the same space height position so as to form a grid structure consisting of the fusiform space tube truss; four fusiform space tube trusses constituting the grid structure are manufactured into support stay bar type cable-stayed self-balancing orthogonal space tube trusses; and the central structural heights of all fusiform space tube trusses and the four fusiform support stay bar type cable-stayed self-balancing orthogonal space tube trusses are controlled to be between L2 / 18 and L2 / 16. The roof has the advantages of small occupied space height, small using amount of steel, reliable structural performance, easy manufacturing and construction, low cost and the like.
Owner:GUIZHOU UNIV +1

Elastic pre-tightening terminating stepless multidirectional large floating interconnection structure

The invention relates to an elastic pre-tightening terminating stepless multidirectional large floating interconnection structure which comprises a shell, a front insulator, a floating insulator and a bottom insulator are arranged in the shell along a shaft, the front insulator is fixedly assembled in the shell, and the floating insulator and the bottom insulator are both assembled in the shell in a sliding mode. A gap meeting the radial floating requirement is formed between the bottom insulator and the shell; an axial pre-tightening spring used for providing force away from the front insulator for the floating insulator and the bottom insulator is further arranged in the shell, and a stop piece used for preventing the bottom insulator from disengaging is further arranged at the tail of the shell. In the sliding stroke of the floating insulator, the front end of a disc contact in the floating insulator and the rear end of a front contact in the front insulator are always kept in insertion fit through the cooperation of a long pin and a long hole, and a pin at the front end of a printed board contact in the bottom insulator is always in contact with the disc end face at the rear end of the disc contact. And when the bottom insulator radially floats, the contact pin slides on the end surface of the disc.
Owner:CHINA AVIATION OPTICAL-ELECTRICAL TECH CO LTD

Universal flexible interconnection large floating connector

The invention relates to a universal flexible interconnection large floating connector which comprises a circular shell, a front insulator fixedly assembled at the front end of the circular shell and a rear insulator slidably assembled at the rear end of the circular shell, wherein a radial floating gap is formed between the rear insulator and the circular shell. An axial pre-tightening spring for enabling the rear insulator to be far away from the front insulator is also arranged in the circular shell; in the sliding stroke of the rear insulator, the pin at the front end of the rear contact assembled in the rear insulator and the jack at the rear end of the front contact assembled in the front insulator are always in plugging conduction; the contact pin at the front end of the rear contact element is a radial flexible floating contact pin which can realize radial floating through bending. According to the connector, the multi-stage conversion modular design and the flexible bending contact piece mode are adopted to achieve the large-range stepless floating effect in the axial direction and the radial direction at the same time, the structural performance is reliable, the part structure is simple, and subsequent series pedigree development of the connector and overall printed board welding and packaging of the connector are facilitated.
Owner:CHINA AVIATION OPTICAL-ELECTRICAL TECH CO LTD
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