30results about How to "Facilitate standardized construction" patented technology

The invention discloses a hoop type tool suspender device for changing a steel pipe truss concrete arch bridge suspender. The device comprises an upper cross beam, a tensioning-end anchorage, upper and lower temporary ropes, a conversion beam, a fixing-end anchorage, a lower joist and a hoop type arch crown anchoring antiskid system consisting of a bolt, a lifting belt, an anchoring hoop, a leveling steel box, an upper cross beam, an antiskid rope and an antiskid hoop, wherein one end of the anchoring hoop is anchored on a steel pipe truss arch ring by the bolt and the lifting belt through a winding way; one end of the antiskid rope is fixedly connected with the bottom of the anchoring hoop, and the other end is fixedly connected with the bottom of the antiskid hoop; and the antiskid hoop and the anchoring hoop are connected through a steel strand or a rigid pull rod. When the device is used for changing the suspender, with the hoop type anchoring antiskid system arranged on the arch, the upper temporary rope is connected with a bridge floor conversion beam, the lower joist is arranged below the lifting rod cross beam, the lower temporary rope is connected with the bridge floor conversion beam, and a jack on the bridge floor conversion beam is tensioned to realize conversion of the suspender force; and moreover, the structure is simple, and the manufacturing and construction cost is low.

The invention discloses a device for replacing a traction friction type anchoring hanger rod. The device comprises a fixed end anchoring tool, a stretching end anchoring tool, an upper transfer girder, upper and lower steel strands, a lower supporting beam, and a traction friction anchored type arch top anchoring skid resisting system which is mounted on an arch of an arch bridge, wherein the arch top anchoring skid resisting system comprises a friction anchoring device I consisting of two groups of upper and lower riding type clamping devices I and two pull rods I, and a friction anchoring device II consisting of two upper and lower riding type clamping devices II and two pull rods II; the two ends of a pulling cable are respectively anchored on the upper riding type clamping devices I or the upper riding type clamping devices II; a pulling jack is driven to stretch the pulling cable to realize skid resistance of the traction type arch top friction anchoring skid resisting system; four rotary lifting tools for levelling are respectively positioned at the two ends of the two upper riding type clamping devices I and the two upper riding type clamping devices II and rotate through pin shafts so as to adaptively realize levelling of the lifting tools; according to the device, small influences are caused to stress of an original structure during a cable force transfer process of hanger rod replacing; convenience is provided for standard construction; high work efficiency is realized.

The invention discloses a cable tension uniformity monitoring system for parallel steel strand stay cable and construction method thereof. The construction method comprises the following steps: establishing a monitoring system, determining a graded tension process, monitoring tension of the stay cable, screening the unqualified tension, compensating tension, jacking and anchoring, unloading the monitoring system, and constructing the next steel strand stay cable. The cable tension uniformity monitoring system for parallel steel strand stay cable and construction method thereof solves the problems that the traditional cable tension cannot be monitored or only the integral cable can be monitored and a basis for adjusting the cable force aiming at the uneven cable force of a single steel strand cannot be provided. When the stay cable is integrally tensioned, the uniformity of each steel strand is controlled by monitoring the cable force value of each steel strand step by step, so that thecable force adjustment between each steel strand is facilitated. The method has the advantages of high degree of automation, high control precision, low labor cost investment, high work efficiency, safety, reliability, simple operation and convenience for standardized construction.

The invention discloses a traction-type tool derrick rig for replacing derricks of a steel tube truss-concrete arch bridge. The traction-type tool derrick rig comprises fixed end anchorage devices, tensioning end anchorage devices, upper conversion beams, temporary derricks, a sling device, and a traction-type arch crown anchorage and anti-slide system composed of hanging belts, anchorage beams, traction ropes, traction jacks, slide shoes, slide plates, travelling mechanisms, levelling mechanisms, cross beams and adjustable screws, wherein one end of each of one hanging belt and one traction rope is anchored at the two sides of the corresponding anchorage beam, the other end of each traction rope is connected with the corresponding traction jack through the corresponding travelling mechanism, the other end of each hanging belt is fixed on a web member, the slide shoes are installed at the bottom of each travelling mechanism, and connected with the travelling mechanism through arc-shaped hinged supports; and one levelling mechanism is located above each travelling mechanism, each adjustable screw penetrates through the corresponding levelling mechanism and the corresponding travelling mechanism, and each adjustable screw, the corresponding levelling mechanism and the corresponding travelling mechanism are connected through pin shafts. According to the device, during a rope force conversion process for derrick replacement, the stress system of the original structure is not changed, the influence on a stress of the original structure is low, the labour working intensity is low, standardized construction is facilitated, the working efficiency is high, and the construction cost is low.

Provided is a curved bridge fitting laying structure based on orthogonal prefabricated beam plates and a laying method thereof. The fitting laying structure includes an upper portion beam plate system, a beam plate protection structure and a lower portion support structure. The upper portion beam plate system comprises a plurality of spans of the beam plates arranged in the curve chord tangent direction of the curve, and each of the beam plates is the same in size, and each of the beam plates comprises the orthogonal prefabricated beam plates arranged side by side. Plate seams of every span formed by each of the orthogonal prefabricated beam plate are trapezoidal staggered, and the plate seams are filled with wedge-shaped wood strips. The laying method includes the determination of a benchmark span, the laying of pier capping beams, cushion rock and support seats, the laying of middle beams and cantilever side beams, and the laying of the filling of the plate seams and shielding structures of the plate beams. The curved bridge fitting laying structure based on the orthogonal prefabricated beam plates and the laying method thereof are applicable to a curved bridge with assembly typeconstruction on an upper portion of the curved bridge, and prefabricated beam plates of each span of the curved bridge are the same in size, the plate seams between each span are regularly staggered,the laying method is reasonable and ingenious, and the calculation of the design of the beam plates is simplified, the construction quality of the prefabricated beams is ensured, and the assembly construction can shorten the construction period of the curved beam bridge.

The invention provides a clamp type cable sheath grounding frame which comprises multiple grounding copper bar components which are fixed on the wall. The technical main points are that the grounding copper bar components comprise multiple grounding copper bar units I and grounding copper bar units II which are identical in structure. The adjacent grounding copper bar units I or the grounding copper bar units II are connected in series via bridging copper bars. The grounding copper bar units I or the grounding copper bar units II comprise copper bar bodies, multiple pin parts which are integrated with the copper bar bodies and positioned at the bottom parts of the copper bar bodies and equidistantly arranged, and insulating sheets which are arranged at the two ends of the copper bar bodies. The same side of the grounding copper bar components formed by the grounding copper bar units I and the grounding copper bar components formed by the grounding copper bar units II and the same grounding trunk lead-out copper bar are fixed simultaneously. The grounding copper bar components are fixed on the wall via expansion bolts assembled on the insulating sheets. Problems of disordered cable shielding layer grounding installation mode, poor uniformity, poor anti-interference performance and poor resistance consistency can be fundamentally solved.

The invention relates to a house structure, comprising a foundation, a house body formed on the foundation, and a roof mounted on the house body. A main body frame is connected on the foundation and encloses a accommodating space, and the main body frame is a frame structure surrounded by a plurality of transverse beams and longitudinal beams. By adopting the technical scheme of the present invention, the skeleton structure of the house body is surrounded by a plurality of prefabricated integral main frames, the main frame is pre-processed in the factory and sold as a whole, and the main frame is directly installed on the foundation after being transported to the construction site. It improves the efficiency of on-site construction, and also facilitates the standardized construction of houses.

A full-bundle ejecting-drawing assembly for hanging rod replacement hole cleaning comprises a U-shaped hoop, a shoulder pole steel beam, flat jacks and steel cushion blocks which are installed in sequence, wherein in a usage state, the U-shaped hoop is fixedly connected with a steel wire anchor head to be ejected and drawn in a welding mode, the shoulder pole steel beam is installed between the steel wire anchor head to be ejected and drawn and the bottom of the U-shaped hoop, and two flat jacks are respectively installed between the top surfaces of two ends of the shoulder pole steel beam and the bottom surfaces of a hanging rod cross beam. The steel cushion blocks serving as flat jack height adjusting cushion blocks are installed between the bottom surface of the hanging rod cross beam and the tops of the flat jacks and drives the flat jacks to reversely eject the shoulder pole steel beam and the U-shaped hoop so as to achieve full-bundle ejection and drawing. By using the device and a method for dismounting an old hanging rod, arch bridge oil hanging rod dismounting can be performed under limited operating height (for example, spanning an existing railway line), the manual operating strength is low, the working efficiency is high, the full-bundle ejecting-drawing assembly is safe and reliable, the construction operation time is relatively short, and the construction cost is relatively economical.

The invention discloses an annular pre-stress anchoring counter-force rectification device for bridge horizontal rectification, belonging to the technical field of bridge horizontal rectification restoration construction. The device specifically comprises a cross-shaped counter-force rack, a horizontal rectification jack, a leveling steel support, a steering steel support, an annular pre-stressing steel stranding harness, a tensioning jack, a tensioning end anchor and a fixed end anchor, wherein the cross-shaped counter-force rack is anchored on the side face of a pier column through the pre-stressing steel stranding harness; one end of the horizontal rectification jack supports against the upper part of the cross-shaped counter-force rack, and the other end of the horizontal rectification jack pushes against a main beam of the bridge, so that rectification restoration can be realized. The annular pre-stress anchoring counter-force rectification device has the advantages of simple and light structure, economical construction cost, convenience in assembly and standard construction, short construction period, slight influence on structure stress and high combination degree with structure characteristics of bridge piers, and is not influenced by the mounting space of pier top.

A floor system device comprises a prefabricated bottom plate.A floor is arranged on the upper portion of the prefabricated bottom plate.A cavity is arranged between the prefabricated bottom plate and the floor.A plurality of first web plates and a plurality of second web plates are mounted in the cavity.The upper ends of the first web plates and the upper ends of the second web plates are all connected with a wing rod.The wing rod is connected with the floor.The lower ends of the first web plates and the lower ends of the second web plate are all connected with a supporting plate.The floor system device has the advantages of being extremely high in impact resistance, good in fireproof performance, high in stability, good in anti-seismic property and high in construction speed, facilitating standard construction and the like.

A clamp-type cable sheath grounding frame, including several grounding copper bar assemblies fixed on the wall, and its technical gist is: the grounding copper bar assembly includes several grounding copper bar units I and grounding copper bar units with the same structure II, between adjacent grounding copper bar units I or between grounding copper bar units II through bridging copper bars; A number of feet arranged at equal intervals at the bottom, insulating sheets located at both ends of the main body of the copper bar; the same side of the grounding copper bar assembly formed by the grounding copper bar unit I and the grounding copper bar assembly formed by the grounding copper bar unit II are simultaneously connected to the same The main grounding copper bar is fixed, and the grounding copper bar assembly is fixed on the wall through expansion bolts assembled on the insulating sheet. It fundamentally solves the problems of chaotic installation methods, poor uniformity, poor anti-interference performance, and poor resistance consistency of the grounding of the cable shielding layer.

The invention relates to a construction method of a tower-type sliding support frame and a large-span semicircular pipe truss structure. The tower-type sliding support frame includes several tower bodies, an operating platform, an oblique truss, a horizontal truss, cross tie rods, and a chassis bracket and sliding structure; the construction method of the large-span semicircular pipe truss structure mainly includes the following steps: 1) Determine the layout plan of the support frame; 2) Lay the sliding track, install the tower sliding support frame, and install the first assembly unit ; 3) Move the tower sliding support frame forward by two main truss distances; 4) Install the second assembled unit to complete the installation of the third assembled unit; 5) Install the pipe truss structure in the second partition. The invention effectively shortens the construction period, occupies less land, and is convenient for standardized construction.

The present invention relates to the technical field of FAST radio astronomy telescopes, in particular to a method for replacing an adaptive connection mechanism of a FAST reflector unit. Panel; install the force system conversion device; adjust the position of the end shaft of the reflective surface panel; transfer the gravity of the reflective surface panel to the adjacent cable body; remove the adaptive connection mechanism to be replaced; install a new adaptive connection mechanism and fasten it with the node plate ; The force system conversion device removes and restores the installation of the small panel at the corner of the reflector unit. This method does not change the force system of the original structure during the replacement process of the self-adaptive connection mechanism of the reflection surface unit, and has little influence on the force of the original structure, and realizes the rapid replacement of the self-adaptive connection mechanism of the reflection surface unit, with low manual labor intensity and fast progress , no damage to the reflecting surface unit, can be used repeatedly, facilitates standardized construction, high work efficiency, and low construction cost.

The invention discloses a hoop type tool suspender device for changing a steel pipe truss concrete arch bridge suspender. The device comprises an upper cross beam, a tensioning-end anchorage, upper and lower temporary ropes, a conversion beam, a fixing-end anchorage, a lower joist and a hoop type arch crown anchoring antiskid system consisting of a bolt, a lifting belt, an anchoring hoop, a leveling steel box, an upper cross beam, an antiskid rope and an antiskid hoop, wherein one end of the anchoring hoop is anchored on a steel pipe truss arch ring by the bolt and the lifting belt through a winding way; one end of the antiskid rope is fixedly connected with the bottom of the anchoring hoop, and the other end is fixedly connected with the bottom of the antiskid hoop; and the antiskid hoop and the anchoring hoop are connected through a steel strand or a rigid pull rod. When the device is used for changing the suspender, with the hoop type anchoring antiskid system arranged on the arch, the upper temporary rope is connected with a bridge floor conversion beam, the lower joist is arranged below the lifting rod cross beam, the lower temporary rope is connected with the bridge floor conversion beam, and a jack on the bridge floor conversion beam is tensioned to realize conversion of the suspender force; and moreover, the structure is simple, and the manufacturing and construction cost is low.

A device for replacing traction friction anchoring suspenders, including fixed end anchors, tension end anchors, upper transfer beams, upper and lower steel strands and lower joists, and traction friction anchoring arches installed on arch bridge arches Top anchoring anti-slip system; the arch anchoring anti-slip system includes friction anchoring device Ⅰ composed of two sets of horse-riding upper and lower clamping devices I and two pull rods I and two sets of horse-riding upper and lower clamping devices II Friction anchoring device II composed of two pull rods II; the two ends of the traction cable are respectively anchored on the horse-riding upper clamping device I or the horse-riding upper clamping device II, and the traction jack is driven to pull the traction cable to realize the traction vault Anti-skid of friction anchoring anti-skid system; the four rotating spreaders for leveling are respectively located at the two ends of the two horse-riding upper clamping devices I and II, and the leveling of the spreaders is realized through self-adaptive rotation of the pin shaft; The device has less influence on the stress of the original structure during the cable force conversion process of the suspender replacement, is convenient for standardized construction, and has high work efficiency.

The invention discloses a clamp-type cable sheath grounding cabinet, comprising a support frame arranged on the ground, a cabinet body and a plurality of grounding copper bars and characterized in that a right-angled edge strip with holes is respectively arranged on four corners in the cabinet body in the height direction, a plurality of fixed plates I and fixed plates II installed in the width direction of the cabinet body are arranged between the adjacent right-angled edge strips, a plurality of transverse copper bars I or transverse copper bars II are arranged perpendicular to the fixed plates I in the width direction of the cabinet body at intervals, the transverse copper bars I or the transverse copper bars II are installed on the fixed plates I through insulators I, longitudinal copper bars I are fixed on the transverse copper bars I, longitudinal copper bars II are fixed on the transverse copper bars II, total leading-out copper bars I are fixed on the longitudinal copper bars I, total leading-out copper bars II are fixed on the longitudinal copper bars II, and the total leading-out copper bars I and the total leading-out copper bars II are supported by insulators II fixed on the right-angled edge strips. The clamp-type cable sheath grounding cabinet radically solves the problems of disordered installation mode, poor uniformity, poor anti-interference property, poor resistance uniformity and the like when a cable shielding layer is grounded.

A traction tool hanger device for replacing the hanger of a steel pipe truss concrete arch bridge, including a fixed end anchor, a tension end anchor, an upper transfer beam, a temporary hanger and a hanging device, and a suspension belt, an anchor beam, a traction Cable, traction jack, sliding boots, skateboard, walking mechanism, leveling mechanism, beam and adjustable screw rod for traction arch anchorage anti-slip system; one end of the sling and traction cable is respectively anchored on both sides of the anchor beam, and the traction cable The other end of the sling is connected to the traction jack through the walking mechanism, the other end of the sling is fixed on the web bar, the sliding shoe is installed on the bottom of the walking mechanism, and connected to the walking mechanism through an arc-shaped hinge support; the leveling mechanism is located above the walking mechanism, which can The adjusting screw passes through the leveling mechanism and the traveling mechanism, and the three are connected by a pin shaft. The device does not change the stress system of the original structure during the cable force conversion process of the suspender replacement, has little influence on the stress of the original structure, has low manual work intensity, is convenient for standardized construction, has high work efficiency, and low construction cost.

A full-bundle ejecting-drawing assembly for hanging rod replacement hole cleaning comprises a U-shaped hoop, a shoulder pole steel beam, flat jacks and steel cushion blocks which are installed in sequence, wherein in a usage state, the U-shaped hoop is fixedly connected with a steel wire anchor head to be ejected and drawn in a welding mode, the shoulder pole steel beam is installed between the steel wire anchor head to be ejected and drawn and the bottom of the U-shaped hoop, and two flat jacks are respectively installed between the top surfaces of two ends of the shoulder pole steel beam and the bottom surfaces of a hanging rod cross beam. The steel cushion blocks serving as flat jack height adjusting cushion blocks are installed between the bottom surface of the hanging rod cross beam and the tops of the flat jacks and drives the flat jacks to reversely eject the shoulder pole steel beam and the U-shaped hoop so as to achieve full-bundle ejection and drawing. By using the device and a method for dismounting an old hanging rod, arch bridge oil hanging rod dismounting can be performed under limited operating height (for example, spanning an existing railway line), the manual operating strength is low, the working efficiency is high, the full-bundle ejecting-drawing assembly is safe and reliable, the construction operation time is relatively short, and the construction cost is relatively economical.

The invention provides a synchronous hydro-electric control cable force conversion system for suspender replacement. The system comprises a centralized control computer, a main control box, and multiple hydraulic pump station systems for temporary bottom-carrying lifting device cable force conversion. Each hydraulic pump station system for temporary bottom-carrying lifting device cable force conversion comprises a set of hydraulic pump stations and four jacks. A displacement sensor and a pressure sensor are installed on each jack. The four jacks are installed on a temporary bottom-carrying lifting device, and the jacks are connected with corresponding switching valves on the hydraulic pump stations through oil inflow oil pipes and oil return oil pipes respectively. The displacement sensors and the pressure sensors are in circuit connection with the main control box. The main control box is in circuit connection with each hydraulic pump station. The centralized control computer is connected with the main control box. The system can achieve automatic hydro-electric control cable force loading and unloading of the temporary bottom-carrying lifting device to complete the cable force conversion process, the automation degree is high, the synchronous control precision is high, the work efficiency is high, safety and reliability are achieved, and standardized construction is convenient.

The invention discloses a construction method of a steel guardrail concrete base. The construction method comprises the following steps of: adopting a prefabricated decorative plate in the range of a dripping eave on the outer side of the steel guardrail concrete base, and performing field installation and positioning; and enabling the concrete base to take a finished product of the decorative plate as an external mold and performing field pouring construction. A reinforcement cage of the decorative plate is processed and manufactured by a mold of the reinforcement cage of the decorative plate, a mold plate of the decorative plate adopts a plastic mold plate, and a vibration table is used for vibrating concrete, so that the appearance of the finished product of the decorative plate can achieve a mirror effect. The installation of the finished product of the decorative plate utilizes a gun carrier provided with a three-way fine adjustment device for fine adjustment, and after the finished product of the decorative plate meets the requirements after performing recheck and inspection multiple times, the finished product of the decorative plate can be firmly welded with a pre-buried steel bar on a box girder. The construction method disclosed by the invention has the advantages of greatly improving the appearance quality of the guardrail base, reducing decoration work and high-altitude operation safety risk, realizing accurate installation and positioning of a steel guardrail pre-buried piece, realizing low construction input and having better economic benefits and social benefits.